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CAS-03_FOX HILL (CHARLES KLINGELHUTZ PROPERTY)CONSTRUCTION PLANS PREPARED 10 FOR: FOR SPRING CITY OF CHANHASSEN, MINNESOTA GRADING, SANITARY SEWER, WATERMAIN, STORM DRAINAGE & STREET PAVING CITY PROJECT NO. 07-08 z ] 14 1 %W e 0 v n II O •W � f IS � �Q 10 Ln. ] • NI9 AGYY%ItiYV ZAl7 I two loo0 o � o a 25.001 1300 r $ A z ] 35.00fij o ' � n N ,W Iw FOX] s.oe„a0o r 6 16e 5 lex x ACEMOV 25.0011700 �N .p re 6 w WHAT • is IT ] x 190 I g 16 x ♦ __ __f�.. \` 260 0 }. ,5 6 • e O Q S3. 13 a ..,] `z Q I z O x• 1 N x, ��_.__/ z 25 la w "a5 20 n ow 6 ,g 9 x 6 2 — x FOX ,6 e PROJECT ADVANCE SURVEYING & ENGINEERING CO. 5300 S. COUNTY ROAD 101, MINNETONKA, MN 55345 OV pgM�DSSEy SHEET INDEX AUG 212001 .0BERaNG pEpt. SHEET DESCRIPTION I COVER 2 GRADING, DRAINAGE & EROSION CONTROL 3 UNDERGOUND UTILITIES 4 ROADWAY CONSTRUCTION 5 GRADING & UTILITY DETAILS 6 ROADWAY CONSTRUCTION DETAILS JOB NO. 070119 SHEET 1 OF 6 SHEETS J 0 F U z W U W W W � � m O Q w z w 0 mr� o U) o W x x dOO-1� C:) Lo rn Ch ,� O Q Z o rn n E :� W tV Ld . o JOB NO. 070119 SHEET 1 OF 6 SHEETS J F U N U W W O j CD � �o W C7x Zz O Q 0 M LO � 01 � E L: a > U0_Z K dOO-1� N (n}�O rn Ch w Z O Q Z o rn n E :� W tV Ld . o U1 O W Z ^ Lo m J Q w a FO= O •� t FOS QwUa� V } aQ W i m = o �V ly LLj LuW< Iw— QQ U Q5 O_0 }wQ3 = m 0_ W d — J r JOB NO. 070119 SHEET 1 OF 6 SHEETS w F O j CD F- (n Z Qrw Wwa U0_Z 7 dOO-1� N (n}�O rn Z�WLi Lw z O z -i C[ r. L v r Z _j O . N O 0 W 0 a FO= O •� t FOS QwUa� V } aQ W i m = y W ly LLj LuW< Iw— QQ U Q5 O_0 }wQ3 = m 0_ W d — J r w 3rF Q JOB NO. 070119 SHEET 1 OF 6 SHEETS w z� O z3 W W a Wo Q00 000 JOB NO. 070119 SHEET 1 OF 6 SHEETS 926.39 Existing top of cw / / / / W �1 > 11 /j C,I \ WOOD FENQE \ I � C \ / I IZ w \ a� I / \ I 1n wI1 wA&dr) � Wim WAR � iNR —924.08 Existing top of curb PROP. CB. MH. NO. 1 PER DETAIL 3102 —PROP. CB. NO. 1 \ PER DETAIL 3101 t ------ 41 l 11 okn _ m > N TOP PROP. RET. I Moo o WALL = 929.0- �I I 1 N d' RET.rfTOP rn rn � r�i U7j 929.2, OT. II W CL a 3 o rn kn MATCH ARD / �� w cmv II N +,6.5% �1 0) _j <~ � a fLd Ti T. WALL, TOP I II / / m PO / 29.5, BOT. ATCH YARD / oa \ T. WALL, TOP \ RET/WALL, TOPS 30, BOT. O ¢ I / /AATCH YARD �(� 9ATCH YTD fes-/-----� --- — /----------- — — — II- --------- II -= -- 1-__�-T------------- ---------- /' PROPOSED 12 INCH PVC CULVERT I I -f� - - - S. INV. = 925.5 9.32 ----� �/ N. INV. = 925.2 Jam? w u r J 1 � w I1 I rq 11714kt 1 \� 932.6 �� / / / ' 930.5— I 1 \ i jl \ — — — — 9 1 28 DPOSSIBLE WELLING FUTUVL RE WALKOUT/ � o 1 tJl -- LOW FLOOR = 930.0 // mM 1 1 \, 1 1 4 1 RET. WALL, TOP 1 = 936.5, BOT 932.5, STEP 1 DOWN TOP TO STAY ABOVE DRIVE GRADE / 1 / / / / / / / r / J \ O N pw Z \ w J _, w' \ 3 3 1 II I I I I I LEGEND Denotes existing contour line --934-- Denotes proposed contour line 934.5 �, Denotes proposed spot elevation < Denotes direction of proposed storm water flow SF Denotes proposed silt fence per City specifications 20 REMOVE BLOCK WALL AND DISPOSE OF OFF SITE, REGRADE SO EVEN SLOPE FROM BOTTOM OF WALL GRADE TO RIGHT-OF-WAY LINE GRADE AND REESTABLISH TURF U GARAGE FLOOR = 936.E Onx - ��— —r — \ 932_5 — 929.5 929.5 \ — ------ II—_%--------IO� — — S FF-, ----- -- --- - ---= ----+-------------- -- N \�_--� --31.0 � yl I1I o U I U M 93�---------- \ w 937.4 – – —937.4– I M 936.5 O // / /'INFILTRATION AREA TO BE / SCRAPED TO REMOVE / SILT/CLAY FILM AT LAST i 1 POSSIBLE FUTURE WALKOUT �! �� / OCCUPANCY PERMIT AND SF ' III DWELLING // RESEEDED. QU ITY lyy \ LOW FLOOR = 930:0 -"''''I i WATER FROM INF L; ATIONN GARAGE FLOOR = 936.6OS AREA EXCEEDS URP / STANDARDS! �' 29.5 929.5 y4 �� / 'o�•� G I i I I I V POSSIBLE FUTURE I \� 10 X 30 DECK / SF p1Np GE F-EJh Ro SE D\ PS E `SF EM INFILTRATION AREA _ _ _ 42-7` 9j - / 2/3 WASHED SAND MIXED "I \ ��---- —� --- C-' 2/3 WITH 1/3 PEAT FROM 924 c}N--—_--_--_----I---- ----- / TO 925 AND SEEDED 4" PERFORATED PVC FLAT AT 924 COVER WITH PEA __ __7 —�� W ° ° ° 1 w ROCK AND FILTER FABRIC -� - �° - - 1 I EMERGENCY OVERFLOW AT 3-----��-----------=2��==T-3----�2-� 3 I 927.0 F RF STORAGE 925 TO 927 = 2570 CU. FT. PROPOSED RIP RAP NWL = 925, HWL = 927 ------- CHAIN FENCE GRAPHIC SCALE 10 20 40 ( IN FEET ) 1 inch = 20 it. NEENAH R2561 HIGH BEEHIVE GRATE AND R1733 FRAME, INLET 927.0, EMERGENCY OVERFLOW--,, 12" RCP OVERFLOW PIPE FOR SILTED CONDITIO 926 OF INFILTRATION AREA, 925.2 INVERT 92 92 1 FOOT 2/3 WASHED SAND, 1/3946 PEAT, SEEDED, FLAT, 2 _ INFILTRATION AREA _ 4" PERFORATED PVC 921 DRAIN TILE WITH SOCK, 92C 4' DIAMETER CONCRETE CATCH BASIN WITH SUMP AND STEPS, PRECAST CONCRETE BASE— SECTION A SCALE: 1 INCH = 10 FEET SURFACE OF PROPOSED BERM, TOP 927.7 EXISTING GROUND PROFILE 926 927 926 925 °° ,O°° 924 ° 923 922 921 Al 1 920 6" DIAMETER PVC RESTRICTOR PIPE 0 5.47, ONE FOOT LONG, REST OF 12" PIPE GROUTED FULL AROUND 6" PIPE (WILL ALLOW 1.94cfs) INLET 925.2 12" DIAMETER RCP OUTLET PIPE 10 CY CLASS 3 RIP RAP GRANULAR FILTER (MNDOT 3601.28) GEOTEXTILE FILTER TYPE 3 GRADING, DRAINAGE & EROSION CONTROL PLAN FOX HILL ROAD V J 0 F U ir0j Z W F Q+ w w z - M O j W W O x Z a x U LO z w a'W ¢mow M E- LLJ " U D ¢Ln 0 o C:) 1q LO C\2 m E U N 'o 1n}V)o w Z 3 :` Z O V J 0z� F U ir0j N W0 O w w w U O j C) w w I- ¢mow Vo W LLJ " U D ¢Ln 0 4 M0 LO 04 j< wLLJ E U N 'o 1n}V)o w Z 3 =,¢ O U Z O 0 0) r E ^^Yv wWoz z CLnrL I ) Q JN--=ww0 F-C)z Zw0) .. Ad -4: HO WW ¢ w U ¢ ¢ m r L, n- w ELI ¢o > Cia d O x xw¢ LF- Q �o 0z� w ir0j W0 O w w w O j C) �(1)z ¢mow mow¢ U W Z M (L N 1n}V)o m Z��W o ¢ oz z J w 0 z CLnrL �O O U JN--=ww0 F-C)z acOv .. Ad -4: HO WW ¢ w U ¢ ¢ m d W L, n- ELI ¢o as d O xw¢ LF- JOB NO. 070119 SHEET 2 OF 6 SHEETS w O U O W W a W w c Q� O JOB NO. 070119 SHEET 2 OF 6 SHEETS , C O O Z_ W W ¢ J aa> � � ¢ � W r¢r p�<, W (j) O? 0No axz a W ¢ J GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) S S I w wa J r o'D = N a) oil Zr _Nj X W? I I I I 1 FOX IIOLIOW DRIVE s-TORm LINA' �-j--1S �ILq NWWarP—i 3 zO JaOfO Uwaa wam Nw00O X ZEn O X LLWOO W O n�o¢ aNOpjO WZ +Z ��WZ�w a0o�II Ld -o a �wr>o�aa aaln?�p U w aaO' ZaNaM3appWOZC7�UaNp-Z LalW(n00m N I I m I <0 3 I Li w I 0J In aozz I o_ Uwr->;04 CL Lo J -NI ��z10- O O W > Ur<Z w W W N J 3cnJmz U)) fr II ¢ LJ z L- ¢ ¢ W I ss ss O�: O O Z_ I w_ o�tN I a o Opoaoo a o z o - a N ¢r0) I I I 176_ 3`�s ROADWAY gc UTILITY EASE ENT PROPOSED 184 LINEAL FEET OF 8" P.V.C. SANITARY SEWER PROPOSED 249 LINEAL FEET OF 6 INCH D.I.P. WATERMAIN, 7.5 FEET MINIMUM COVER, WRAPPED WITH PLASTIC FILM PER CITY SPECIFICATIONS. 1 W \O W U Z z 0 H W W 0 O \ m O J I O 3 Z N I r �C4MM¢m.-. O ¢ mza a p m ¢ I a0� II �c-'fH 0 <n w J F 3 J M } F z ¢O �Om O 0 w C)Z I aaf0N? L¢ 3 ¢a J m a FrU J W Q n W a¢ a0Z W ar o W Lu¢LWiz O a Q -ozz 0 U) af 00M2 Ld WaF M I a� ri O M m > a W Z N W F r ¢�W w w Z W In U N W OZ�W a o N z O Ld aLo Ld In J_mz Jccoo a 0 LU r II F W O � w x r z W p � O z ¢ a W ¢ Li oEke (n raWaW�a =z O 't� L�cnowv a- YU OU 0 — O n- OOOarj r— d � W0 a O Z [L 04 4'S/ N I I m I <0 3 I Li w I 0J In aozz I o_ Uwr->;04 CL Lo J -NI ��z10- O O W > Ur<Z w W W N J 3cnJmz U)) fr II ¢ LJ z L- ¢ ¢ W I ss ss O�: O O Z_ I w_ o�tN I a o Opoaoo a o z o - a N ¢r0) I I I 176_ 3`�s ROADWAY gc UTILITY EASE ENT PROPOSED 184 LINEAL FEET OF 8" P.V.C. SANITARY SEWER PROPOSED 249 LINEAL FEET OF 6 INCH D.I.P. WATERMAIN, 7.5 FEET MINIMUM COVER, WRAPPED WITH PLASTIC FILM PER CITY SPECIFICATIONS. 1\ ST— r;—PROPOSED T — � ;—P�` W N W r -PROPOSED ROADWAY & UTILITY W W O Z 1 W \O W U Z z 0 H W W 0 O \ m O J I O 3 Z N I r �C4MM¢m.-. O ¢ mza a p m ¢ I a0� II �c-'fH 0 <n w J F 3 J M } F z ¢O �Om O 0 w C)Z I aaf0N? L¢ 3 ¢a J m a FrU J W Q n W a¢ a0Z W ar o W Lu¢LWiz O a Q -ozz 0 U) af 00M2 Ld WaF M I a� ri O M m > a W Z N W F r ¢�W w w Z W In U N W OZ�W a o N z O Ld aLo Ld In J_mz Jccoo a 0 LU r II F W O � w x r z W p � O z ¢ a W ¢ Li oEke (n N am O a =z O 't� a- YU OU 0 — O n- OOOarj r— d � W0 a O Z [L 04 4'S/ 1\ ST— r;—PROPOSED T — � ;—P�` W N W r -PROPOSED ROADWAY & UTILITY W W O Z 1 W \O I U Z z Z lwi H W W 0 O \ m O J I O 3 Z N I r �C4MM¢m.-. \ J CJcO �� M I OW \ rn II Ld 'Z-) I a0� II �c-'fH 0 \ 0 Ckf W (n a W +0 > X ¢ --------r Ia a O r z W \\ 1 1 FOXhTILL ROAD SCALES: 1"=20' HORIZONTAL 1"=4' VERTICAL N I r o �_ p Z O a O ¢NM00N 00 N Jui �*m ��rnII aoll� o O aw+o a a N r ? N Lo J ZI O g O N N cjm bj +°i II 0 04 w it c > alnr?, EASEMENT n— > > J In I ¢ O Id rm to r = Z U W a'taZ�5 I w O coZ --o O 'd -J J_ L6 W 0 ¢ W (wn1 j(6 I 0006 Ne -< awMLd +a a a N m I I \ I \ I m \ Jn L \ ao \ w W �a V \ W W 0 \ a0zz \ owo- --------r I of Z N C� o� I NUoo7W I aaf0N? w LLI I 3: m -1I in [if II Q C%] I �QQ�O U 1030�> Q I D- o I I a� ri r W Z 't¢ IN m W I a0Z0ON a N ¢ r m a Y } LJ Q j o a Q� Li m M Fn I I a� I I I � I I I I I I I I I I I I I I I I I I I I I I L -------- I I I I I I I -------------j Ij1 _................................ ...... _....._.__.......I--................ ._......._.... _...... 2 D .I P. - :........._. .._.._- ..................................._.......................... ._.................. _.5........_ 925 CLASS ... 925 SANITARY SEWS ......................................................... O ........................................... ... _ ... . ... ... _. _ CONNECT TO EXISTING TER MAIN 81F �ATERMAIN L^ _. 92a ... ... .. . ... ................. .. .-- .... .. ............ ......... ... .... ,5g6gEETg„ SDR 35 PV C SP+NIT.._A. RY SE .. .. ... .... .... ... DRAIN LINE V J O CQ U Z u') U EW -F M wLLI U C� o� a o Q w A Do W m W O C%] z E U Z O U Q Lo ti Vr^ ri N rn r W Z 't¢ IN m W z - z V J F U u') U M wLLI U C� o� a Z 0 w Lo Lpo Lo z Z � m x <LU E U N > WD z_ (7 Z O U ¢ Z O � (DE I� ti Vr^ W ♦ U n O M Lo r W Z 't¢ IN m W J z } LJ Q j o a Q� Q r 0 aza O ¢ W 0 Li V) O w w w w Zaz o=)0 Q n w W W ¢ U a Z Wood N}NO Z�ww ¢ w a Z Z 4oa� 4')jaW w o ~oz F- Wr ¢ W U ¢ J N } }J W LimO� F p 0 } (nr, J o m O 04 'd� W Q a W Y of ao .. O C� o� A JOB NO. 070119 SHEET 3 OF 6 SHEETS - PROPOSED VALLEY GUTTER PER DETAIL 5206 I I I I Z -f--924.07 TC LAROUNDCORNERS 0OOSITION FROM LE TO B618 925.88 TC 925.16 TC PC=0+22.38 PT=0+87.03 R (CENTERLINE) =200 DELTA = 19 DEGREES L = 64.65 1 TC SF SF SCALES: 1"=20' HORIZONTAL 1"=4' VERTICAL SF FOX hTILL ROAD I I I I I I I I I I I I I I I , I I I I I I I I I I I I I I . I I I I I I I I I I I I I I x-931.61 TC PVI = 2+25 I I 931.72 TC r- --- --I I PC=1+16.26931.61 ELEV = 931.75 TO 935 ............. PT=1+80.91 931.79 TC I I ; 931.28 FL I \ ...........935 R (CENTERLINE) =200 C'J I I \ \ . I DELTA = 19 DEGREES . = 1.00............................................................. o \ \ 1 L=64.65 ............. .................... _......... ............... ....._.................................. ................_....................... --L 931.91 TC I LO I 00 ,a ..........................._........................_........................_................ PVI - 0+50 z ....................... .... z - . 930 '900 aQ 37.34 -_,� I- 933.06TC ........ -.....-. wWap -- 2+00 77.84 -- ___----- } w Q _ ........................................... SF =0.81 M........................................ SF SFSF SF SF SF SF v ^ PROPOSED .:......... .........FINISHED CENTERLINE GRADE .......................................................... J SURMOUNTABLE I \I CONCRETE CURB - ................ 0 O ..925.....: ........ : 3 Denotes Fire Lane :...................... I ............ ..................................... \ Sign per Plate 5218 I FOX hTILL ROAD \ Ln GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) ROADWAY CONSTRUCTION FOX HILL ROAD J � . PVI = 1+50 PVI = 2+25 F U ELEV = 932.5 ELEV = 931.75 935 ............. -........._........................_ ......... ....... ........_........................ .......... . .............................L = 100......................_.........................................IL.. . ...........935 ....... C'J ........................................................................ . . ....................................................................M . = 1.00............................................................. S ....=.0.5 .._.......................... W W= Z ............. ............. .................... _......... ............... ....._.................................. ................_....................... .......... 1.00/0 C) LO ....... ................................................ ,a ..........................._........................_........................_................ PVI - 0+50 z ....................... .... z - . 930 :.................ELEV....925,5...........:.......................(ifo....... aQ ....................................._....................._.................._.._...u. -_- ._._..�._...... w ........ -.....-. wWap : .................L. -.100............................... d 0 ___----- } w Q _ ........................................... =0.81 M........................................ ................. _ --- .-......._...I........I................... ............................................................................................... 3F -F Q ............................................................... . .._.......I.,.-.�. .............. �- .:......... .........FINISHED CENTERLINE GRADE .......................................................... . 925 ........_. ...._....................................... - ................ .................................... SUB.GRADE................................. :..................................... ..925.....: ........ : _ Deo;.............. ........................................................... :...................... I ............ ..................................... .......... ................................................_........................_........................_........................_....... EXISTING CENTERLINE, GRADE.......:........................:. . ......................... 920:........................:........................:........................:........................:........................:........................:........................:........................:........................:..............920....:.......: ......................................... ........................:..................................................:................ _....................................................................................................... .................................. :..................... ........................................................................................................................................................ -............................................................................................................................................................:..... ............. ........... ................ ...... .... ........................................................... ....................... ....- . 915........................_.........................................................................:..........................................................................:.................................................................91.5 .... :...... . ........................_...................... .0 N _.............................................._........................_........................_ m 0 tt © ...................._......................._........................_........................_.. 0 0 .o .o h h © © .� N ..........................."....................._. .N .� ...................... .� .� ......................_............... .� .� .N .N ........ ..................... ....................._en ......................M - ....................m .N .......................�.... .� . .................................................................................................................................................................- m ........ .... .... ..................... .... _.... ...................... ............................ .... . 0+00 . .............................-............ 0+50 ._-......................_........................_........................_........................_........................_............................. 1+00 1+50 2+00 2+50 \ Ln GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) ROADWAY CONSTRUCTION FOX HILL ROAD V J � . .%" Frf F U af U w wW H o 255 O t-Wz C'J O -� > Q W O x z A W U � z W c4 rn X Q E oU N W W= Z O U Y z O Fx •� •�y C) LO r W Z M r N Lo O) ,a 02 rn z W w0 M N z - a3 `h V J � . .%" I F U af U w wW H o 255 O t-Wz V w " Q & M L c4 rn X Q E oU N S W= Z O U Y z O rn n •� •�y W . N O M r W Z M r N Lo O) J Q W 7 z W w0 M N O w � a3 `h I- QLL] UQ} r aQ w m w > [if wWap ¢¢ 0 _ d 0 } w Q _ mw �J H W 3F -F Q c O . � . .%" I F af 255 O t-Wz QFw 4wa 50fz d O O F L0 N N } O rn 2� O QOz z J WW z d00- 5i nn (n jC] _. O W w0 M N O w � a3 `h I- QLL] UQ} aQ m JcK m W S �0 F— W �H wWap ¢¢ U Q d 0 } w Q _ mw �J H W 3F -F Q c O . � . .%" I O Q JOB NO. 070119 SHEET 4 OF 6 SHEETS Note: Sat fence par MNDOT specifications, source 2000, machine sliced woven monofilament, 36'wide fastened steel T -Posts with 3(501b) tens strength plastic zip ties per T -Post (Machine sliced) T Pasts 24' in ground Ila Mn Dips of it fame salami Note Type 2 silt fence is the same as type I with hay bales installed as per detai4( Type 2 to be used to protect all wetlands. Steel T Posts 24' in ground Zip Ties •vel ilea Mw Fsr, W 1Y Y ]e Y Y eo•t 99w b r nsr w keen 9•rs Yee ver b r W rtl • alraaAMr NIwM EROSION CONTROL FENCE - TYPE 2 Cm' OF SILT C8Ax8ASS8x FENCE feVlsm:1-a OTE LATE la.: 5300 F9E NWE]93 CL PL Variable Fence 9. Posts b z co Wye Plugged End Bend m m �1/8 B' PVC SDR -26 Pipe Min. Slope 1/4' Ps Foot 2'x2' Marker �1/2 Pipe Diameter Min. Sea Note 2_ Sanitary Sower Gravity Main SANITARY SEWER SERVICE CONNECTION DETAIL ServicesCorito be Used In Conwith Plastic Pipe Sews Mom far Depths of Cover with Lew Than 16 Feet. NOTES: 1. Solvent Weld all Joint. (Non Gasketed) 2- When Sanitary Sewer Service is not Accompanied by a Water Service in the Same Trench, Instal a 6' Heavy Metal Fence Post Next to 2 x 2 Marker and Paint Top 6' of Post Florescent Green. 3. Cleanout Required on Private Properly if Distance from Main to House Exceeds SID Feet 4. All pipe shall be bedded on granular borrow 314A Or course filter aggregate (3149H). CITY OF TYPICAL SANITARY C8A88A1181 SEWER SERVICE 6EY1SEa:1-a6 DATE PATE No.: 2001 FILE WE, 30 SEDIMENT TRAP AS MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS.,LERETO, MN. OR SIMILAR .sel9wos 9E�'.u11or _ Ise ...w a •� w seex .noose Anc waver uv6 µ •weir cum µ s ave len-wee ...s.. wammes"Ovesum ewwse x,o..r. wnarr Dais Avr w e. • s Yr MODEL#CG23 NOTE: Clean filter media after each in event and replace if filter is clogged with sediment. Remove debris/sediment from receptacle after each rain event. CrTY OF CATCH BASIN CZA88A13E1 SEDIMENT TRAP Da" PLATE Na.: 5302A FlCE NWT: ]93_51f12A 0UC/ 6'MINAEPTI FOR ROCK 10'MIN.DEPTH FOR WOODCHIPS 1'-2'WASHED ROCK 18' MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC rL Street PL Variable 9' 6' METAL FENCE POST DENOTING CURB BOX. TOP 6' PAINTED BLUE CURB BOX 1WTH 1 1/4' STANDPIPE AND STATIONARY ROD. i III s Water Service 1'X1' Corporation Cock I' Type 'K' Copper Concrete Block Support Wats Main NOTES: 1. DO NOT PLUG END OF CURB STOP. 2. Add 6' vinped jp 9tail to curb stop. 3. THE COPPER SERVICE UNE BETWEEN THE MAIN UNE AND CURB BOX SHALL BE ONE CONTINUOUS PIECE. SPLICES WILL NOT BE PERMITTED. 4. CORPORATION COCK TO BE 1'X1' INSIDE DIAMETER. 5. SADDLE REWIRED ON 6' DIP OR SMALLER MAIN. 6. SADDLES WHEN REQUIRED SHALL BE FORD STYLE F202 DOUBLE STRAP. 7. STAINLESS STEEL SADDLES REWIRED ON ALL PVC WATERMAIN. CITY OF TYPICAL C8AX8ASSSX WATER SERVICE nLYssm,-as 1005 FILE NWE3B3 1005 SAMPLE EROSION CONTROL PLAN FOR INDIVIDUAL LOTS - /' ulr r -SITE.-CE- V%.Rf Be v-ThI ua a r,nw . a ams r. ,ea game saws _ \ \ asssama evsN•r ar.ome maT anAvc sroN ssxzs NLET ween w sam.w naTr PmTEcrml oErAs soon SEDIMENT CONTROL • Perimeter sediment controls we necessary at downsloping property and street edges Note that sediment controls need to provide containment by turning perimeter controls upslope-into property. + Perimeter controls can include mulch socks, mulch berms and/or sat fence. EROSION CONTROL + Topsoil -Site has a minimum of 4-6 inches of topsoil. • Construction entrance -1.5 to 3 -inch clean rock at a depth of 6 inches + House Roof Perimeter -Straw mulch at 2 inches deep wound house directly below roof line. If house has rail gutters, downpouts need energy dissipation. + Slopes -Steeper than 4:1 need fiber blankets and temporary or permanent seeding. • Swaim -Need check dams or blankets. CITY OF EROSION C8A88A1118 I CONTROL 5302B iHF NWE]633302B Manhole Casting and Adjusting Ring (See Plate 2110) Provide IM Barrier on all sanitary sewer manhole(aee plate 2109) Manhole step. Neenah R198IJ or Aluminum, 18 on cents. Steps Shell be on Downstream Side Unless Pipe Diameter Is 18' or Largs All pmts In manhole to haw '0'ring rubber gaskets. Infl-shield external seals as required by the Engineer. A Maximum of 2 Short Monhda 4'-0' Rims to be Used Directly Below Cone Section Pipe shall be cut out flush 5•with Inside face of wall. •' � Kar -n -sed required. Must be 1/2 of Minimum thickness of precast base le 6' far 14' deep or lase, and Increases V In thickness for every 4' of depth greater than 14'. NOTE: 1. Ks -n -seal manhole Or equal considered acceptable alternate. 2. All dog houses Nail be grouted on Inside and Outside. 3. When the manhole w catch basin structure is constructed outside the trawled roadway a witness post and sign (MH) shall be installed next to the manhole. SECTION I OF STANDARD MAx8A1181 MANHOLE r1EssEa: t-ae Doe, .ATE No.: 2101 na WE 393 m v F r o J $ N o U C �Cl o U as K p F< 'NIN ,L m ° i m / S B a v o M m 2¢ O < V O p o 0 3 c a a- F ci Yi i E <g < m m 6 3vi to , t; $ i XVW ,G*L o $ 8q x lY it ,`aspp,, it� S P W m 3 n a Ygi� R w u==N rca 0$�+,EEmm 0 oG y2 o(QCQo 20zin , iF�I�" Pis $ pT X4Q1 LTyi WyK�301- <VP TOS 1 NLIWW Oil.1=L) WNNZ mNNy6 p�5 3 mimM FUaNa�N iTddO �\ d iri s3 im Z�J(aV_W E'mcyFyi�� N,Swirie F QR'dQ U � W Z M. pcoT�a� QJ pp SS K e: Sfw - 0: i 7T/i a met CrrY OF TYPICAL C A USSSB HYDRANT INSTALLATION 6M6Ea:,-aa DA,E PATE No.: 1004 fHE NWE ]93_10M NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK 1. 1. MEGALUM m BE AT ALL JOINSS 1.5' BIT. WEAR TO STOP MUD MIGRATION THROUGH ROCK. _�2' BIT BASE NEEHNAH-1979-0207 WITH gutter grade. gutter each AND HYDR CrrY OF Precast coni or ROCK C8A88A11381 Top of Curb CONSTRUCTION Varies CERUST AIN H DR AT CERTAIN MYDRAt115 ENTRANCE eEvIsa:i-m DA>F: APPROVED EQUAL PATE "°.: 5301 FILE NAME 36333m rings allowed with 1/4' THEs REI5 SLEEVES rL Street PL Variable 9' 6' METAL FENCE POST DENOTING CURB BOX. TOP 6' PAINTED BLUE CURB BOX 1WTH 1 1/4' STANDPIPE AND STATIONARY ROD. i III s Water Service 1'X1' Corporation Cock I' Type 'K' Copper Concrete Block Support Wats Main NOTES: 1. DO NOT PLUG END OF CURB STOP. 2. Add 6' vinped jp 9tail to curb stop. 3. THE COPPER SERVICE UNE BETWEEN THE MAIN UNE AND CURB BOX SHALL BE ONE CONTINUOUS PIECE. SPLICES WILL NOT BE PERMITTED. 4. CORPORATION COCK TO BE 1'X1' INSIDE DIAMETER. 5. SADDLE REWIRED ON 6' DIP OR SMALLER MAIN. 6. SADDLES WHEN REQUIRED SHALL BE FORD STYLE F202 DOUBLE STRAP. 7. STAINLESS STEEL SADDLES REWIRED ON ALL PVC WATERMAIN. CITY OF TYPICAL C8AX8ASSSX WATER SERVICE nLYssm,-as 1005 FILE NWE3B3 1005 SAMPLE EROSION CONTROL PLAN FOR INDIVIDUAL LOTS - /' ulr r -SITE.-CE- V%.Rf Be v-ThI ua a r,nw . a ams r. ,ea game saws _ \ \ asssama evsN•r ar.ome maT anAvc sroN ssxzs NLET ween w sam.w naTr PmTEcrml oErAs soon SEDIMENT CONTROL • Perimeter sediment controls we necessary at downsloping property and street edges Note that sediment controls need to provide containment by turning perimeter controls upslope-into property. + Perimeter controls can include mulch socks, mulch berms and/or sat fence. EROSION CONTROL + Topsoil -Site has a minimum of 4-6 inches of topsoil. • Construction entrance -1.5 to 3 -inch clean rock at a depth of 6 inches + House Roof Perimeter -Straw mulch at 2 inches deep wound house directly below roof line. If house has rail gutters, downpouts need energy dissipation. + Slopes -Steeper than 4:1 need fiber blankets and temporary or permanent seeding. • Swaim -Need check dams or blankets. CITY OF EROSION C8A88A1118 I CONTROL 5302B iHF NWE]633302B Manhole Casting and Adjusting Ring (See Plate 2110) Provide IM Barrier on all sanitary sewer manhole(aee plate 2109) Manhole step. Neenah R198IJ or Aluminum, 18 on cents. Steps Shell be on Downstream Side Unless Pipe Diameter Is 18' or Largs All pmts In manhole to haw '0'ring rubber gaskets. Infl-shield external seals as required by the Engineer. A Maximum of 2 Short Monhda 4'-0' Rims to be Used Directly Below Cone Section Pipe shall be cut out flush 5•with Inside face of wall. •' � Kar -n -sed required. Must be 1/2 of Minimum thickness of precast base le 6' far 14' deep or lase, and Increases V In thickness for every 4' of depth greater than 14'. NOTE: 1. Ks -n -seal manhole Or equal considered acceptable alternate. 2. All dog houses Nail be grouted on Inside and Outside. 3. When the manhole w catch basin structure is constructed outside the trawled roadway a witness post and sign (MH) shall be installed next to the manhole. SECTION I OF STANDARD MAx8A1181 MANHOLE r1EssEa: t-ae Doe, .ATE No.: 2101 na WE 393 m v F r o J $ N o U C �Cl o U as K p F< 'NIN ,L m ° i m / S B a v o M m 2¢ O < V O p o 0 3 c a a- F ci Yi i E <g < m m 6 3vi to , t; $ i XVW ,G*L o $ 8q x lY it ,`aspp,, it� S P W m 3 n a Ygi� R w u==N rca 0$�+,EEmm 0 oG y2 o(QCQo 20zin , iF�I�" Pis $ pT X4Q1 LTyi WyK�301- <VP TOS 1 NLIWW Oil.1=L) WNNZ mNNy6 p�5 3 mimM FUaNa�N iTddO �\ d iri s3 im Z�J(aV_W E'mcyFyi�� N,Swirie F QR'dQ U � W Z M. pcoT�a� QJ pp SS K e: Sfw - 0: i 7T/i a met CrrY OF TYPICAL C A USSSB HYDRANT INSTALLATION 6M6Ea:,-aa DA,E PATE No.: 1004 fHE NWE ]93_10M NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4' TO 1/2' MORTAR. 2. HOPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. CrrY OF MANHOLE C8A88A1881 CASTING AND ADJUSTING DETAIL ITHSE1k1-ce DA E POT No.: 2110 ISE NAI 3931110 suaim (W ES _j 1. 1. MEGALUM m BE AT ALL JOINSS 1.5' BIT. WEAR pi IM A11 GATE 2 PLACE CoxC9EOE BL00( UNDER ALL GATE VALVES _�2' BIT BASE NEEHNAH-1979-0207 WITH gutter grade. gutter each AND HYDR side of catchbaeln. Precast coni or 2' MIN. RISE OR Top of Curb E Varies CERUST AIN H DR AT CERTAIN MYDRAt115 6 I/2 maximum of 5-2 HDPE OR APPROVED EQUAL 24' x 36' USN. A MR . TM EnU COAL TAR COAT SUPNIFD BY rings allowed with 1/4' THEs REI5 SLEEVES Blocking against undisturbed soils. PRECAST CONCRETE CrrY OF TYPICAL 08AX8A1181 MEGALUG 6' thick concrete collar LOCATION RMSED:1-oil ADJUSPNG RINGS Rings shall be at an ABS fHE NWE30.1_1009 r - Z O 6' Doghouses sholl be vH Lw Ur rted on both the SECTION seolont ar approved equal. e and outside. r t N 0) 6' THICK CONCRETE 27 1. Steps shall be Provirm ded In all catch basin/manholes and stosewer manholes. COLLAR NOTE 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAH Ass -1642 OR MG r ` #309 AND SHALL INCLUDE SELF SEAUNG TYPE UDS STAMPED SANITARY SEWER OR r VARIES SEE CHART STORM SEWER AS APPROPRIATE WITH TWO CATCH BASIN CONCEALED PICK HOLES JiI- BIT. BASE 2 X 3 OR BINDER MIN. (2-2') ADJ. RINGS AND RECTANGULAR RENSm:1-w DATE MAX. (3-4 ) ADJ. RINGS LE W31E:393J101 HDPE OR PRECASTG MORTORl- 02') ADJl1SnNRNGSTU 6' THICK CONCRETE COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4' TO 1/2' MORTAR. 2. HOPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. CrrY OF MANHOLE C8A88A1881 CASTING AND ADJUSTING DETAIL ITHSE1k1-ce DA E POT No.: 2110 ISE NAI 3931110 suaim (W ES _j 1. 1. MEGALUM m BE AT ALL JOINSS pi IM A11 GATE 2 PLACE CoxC9EOE BL00( UNDER ALL GATE VALVES Grate to be 2' below 3' radius curb box. gutter grade. gutter each AND HYDR side of catchbaeln. Precast coni or *I O 1 AT AT ALL LEES BENDS. Mss Top of Curb E Varies CERUST AIN H DR AT CERTAIN MYDRAt115 6 I/2 maximum of 5-2 Varity 4. ALL FlTi NUTS. AND SHAT. iir MUTED 24' x 36' USN. A MR . TM EnU COAL TAR COAT SUPNIFD BY rings allowed with 1/4' THEs REI5 SLEEVES Blocking against undisturbed soils. CrrY OF TYPICAL 08AX8A1181 MEGALUG 6' thick concrete collar LOCATION RMSED:1-oil .ATE PALE No.: 1 009 fHE NWE30.1_1009 r - Z O Natural Ground -0 filvo� a z II o � wits 0 NOTE The Bottom of the Trench Shall be Shaped to Flt the Pie Barrel far at Least 50% of the Outside Pig. OON8 a ma,a CffY OF PIPE BEDDING C8Ax8ASS8x IN GOOD SOILS RCP & DIP ruwlsm: 2-9TPLO DAlE T NO, 2202 FlLT NAME:36] 2 NOTE 1- V pate Shown 2- R Grate Shown Niall be used at all low pointe. 0 /T •I Face of Curb J T`+ Direction of Flow PLAN Catchbasin casting _j and grate Neenah R3067 -V Or equal Grate to be 2' below 3' radius curb box. gutter grade. gutter each � side of catchbaeln. Precast coni or HDPE adjusting rings. Top of Curb E Varies Minimum of 2-2'4 6 I/2 maximum of 5-2 Varity concrete adjlament 24' x 36' A rings allowed with 1/4' Precast 5• 3 minimum to 1/2' bed of mortar Awa between each and a 0 3' Grout 6' thick concrete collar in Ln Z< CY2 CID on the outeid. f� W Z (7 r - Z O 6' Doghouses sholl be vH Lw Ur rted on both the SECTION U o L0 e and outside. r t N 0) NOTES v4 1. Steps shall be Provirm ded In all catch basin/manholes and stosewer manholes. 2_ Casting to be totally encased in concrete curb section. 3. No block structures are allowed. Lw 4. No wood Mims aro permitted In the adjusting rings. r ` } CrrY OF CATCH BASIN C8A88A1881 V 2 X 3 r W RECTANGULAR RENSm:1-w DATE Pine No.: 3101 LE W31E:393J101 12' T+Ta`aT+`aTaTa T+TOT+'+Ta'a'a`aTa TOT 1 # # # ++++ # # + F + F + + + # + # + Embedment # + # + + Q' c# + F r Material + + +#+#+ + + + 6. Foundation - / / / If Required (see Note 1) 'Be' Denote outside diameter of pipe NOTES: 1. A sole Engineer will be required to determine the depth of the pipe foundation embedment material If needed. Pipe foundation material shall be In accordance with MNDOT 3149.2H course filter aggregate. 2. P.V.C. beddingg shall be MNDOT 3149.213 select granular borrow with 100% P, ssing a 3/4' siaw, and less than 10% passing a NO. 200 slew. 3. A.B.S. beddingg shall be MNDOT 3149.2A select granular borrow with 100% paaeln9 a 3/4' slew and leas than 20% passing a NO. 200 slave. CrfY OF PIPE BEDDING C8Ax8ASS8X P.V.C. & A.B.S. ravlsm:l-ae are �� H0-` 2203 FILE NWT: ]9]120.1 6' Cana. cells n 24'x36' Mab opening for Neenah R3067 -V or equal ate: 1- L Grate shown 2- R Grates shall be used at all low point. Neenah R3067 -V casting and grate or equal. PLAN Minimum of 2 maximum of 5-0 concrete adjustment rings with full hpraedarat ggmaoonnrtar. - rWe ady.tl geteinga. A 6' precast reinforced concrete slab. Tap of barrel section under top dab to haw flat top edge wiled with 2 beads of Ramnek Or equal. All joints In manhole to haw Varies 0' ring rubber gaskets. -0 Typ. Precast concrete section NOTES 1. Doghouses shall be grouted on both the outside and Inside. 2. No block structure. are allowed. Manhole step% Neenah R198IJ or equal, 16' o.o.. Aluminum steps e approved. Q O 0 Minimum slab thickness, 6' far 14' depth. Increase thickness 1' for each 4'of depth greaterthan 14', and reinforce with 8'x6' 10/10 mesh. Grout bottom of manhole to 1/2 SECTION diameter at pipe and dope grout 2' toward Invert CITY OF CATCH BASIN C8Ax8ASS8x MANHOLE PLOT W.; 3102 FILL NWE363 O? GRADING & UTILITY DETAILS FOX HILL ROAD 0 ��l _j O L 1 F U � Z W -- E Q co 0 W� ✓ Q W O z A to Z rA W �y W E- U) U) Awa C) 0 LLI • O O 0 in Ln Z< CY2 CID E U f� W Z (7 r - Z O 0 ��l _j WZW L 1 F U � .11% W_ WLLI 0 O j 0 F- In Z W � 0 Awa r` V W LLI • O O 0 in Ln Z< O) E U f� W Z (7 =Y O Z O lD (3)- E vH Lw Ur LZ • O U o L0 W Z r t N 0) J W v4 Z r�JV) rDO LJ M 0-a o� � Lw W r ` } d LJ x V j � r W O a 0 ��l WZW L 1 � .11% W_ WLLI O j 0 F- In Z ¢ria Awa 00f Z CL IN (yyrNO 0 Z��w t7 a0_0Z Z J W cy Z a- Ln U) 0Z O _0 LLI O Dn OW(�� H- Q WGQ r�JV) rDO LJ M 0-a o� � Lw W F-001' Of Wi LLJ S a O YLij W F- 0 d }CL M LU x DO of W d - J r W C. . 1 � .11% H•.1 z> C Q JOB NO. 070119 SHEET 5 OF 6 SHEETS s„,a.a,mwn oae a mer m r wwuww slow 6" 1 Distance to � variable 1/2"r 3"r Top Bituminous Material n'.. 1/2"r slope ° 3 4" BY ft Remove Grown n 8" ,8" Expanslon MnDOT 8618 (2e. vim) Concrete Curb and Gutter H Expansion pint 28"R Top Bituminous Material 12"R 16" tiHTRATuNTsi 68"R `a .. ... o A .... 2 � .: 17 1/2" 1 10 A -_ 28" TYPICAL RESIDENTIAL RADIUS - 20' SURMOUNTABLE TYPICAL COLLECTOR RADIUS - 30' Concrete Curb and Gutter CITY OF TYPICAL CURB 3/4• Slope pan foot a CSAx8ASS8x AND GUTTER NOTES 1. 1/Y Preformed pint filler material - AASHTO M213. 2. No Contraction Joints In Croas Gutter. ¢ 5203 QUE NNIE 3933203 EHE NAVe 3B3.2f09 s„,a.a,mwn oae a mer m r wwuww slow o fi Maw tl 1Nmn 6 Remove Grown P.G Expanslon pint (2e. vim) H Expansion pint e� 8618 CURB tiHTRATuNTsi Q Washers .. ... o A .... Tip quash, ... ..!a:::.; .: A -_ q TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' A -flow ON SITE OUTSIDE 12' 4•� 3/4• Slope pan foot a OF THESE HOURS. SECTION A -A N REBAR O 3.6. O.C. NOTES 1. 1/Y Preformed pint filler material - AASHTO M213. 2. No Contraction Joints In Croas Gutter. ¢ CITY OF CONCRETE EHE NAVe 3B3.2f09 CgUSASS$X VALLEY W� C4 SURMOUNTABLE GUTTER -ae SECTION A -A DUE Pure Na.: 5206 FIE NWE:3933208 Naf s„,a.a,mwn oae a mer m r wwuww slow o fi 6 IrLO P.G H Jy CATCH BASIN IN RADIUS e� 8618 CURB tiHTRATuNTsi r*0 1 O ✓� Washers a SURMOUNTABLE CURB h GUTTER A -_ q TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' ON SITE OUTSIDE 12' 4•� L 6. OF THESE HOURS. IE NAME: ]9332]2 Citt OF C,4U111I99FN ocwtFmfia OEPARIMEM 052-Y17-1(60 ¢ NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. CrrY OF DEVELOPMENT C8Mt8ASS8x INFO SIGN RLVI8ED:1-OS W,Te PIAre �.: 531 3 EHE NAVE 3933313 8 PRJECT ROJ ON A 54' LOTISINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER- NAME PHONE NUMBER CONTACT- NAME PHONE NUMBER 6' PERMITTED CONSTRUCTION HOURS- MON.-FRT. TAM-6PM SATURDAY 9AM-5PM ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY MAINTENANCE OR DELIVERIES Bl1a t,p N mltlSpYi. fatNeeN imnr k xam H-wm-v r aww r NN L Gab `o esotaxx falNMYn m b eAwaatl Y Mlw Mlpi p,lV IM watla wean a3oo-H eve a ,was a a la. ptlnik c .R 3 `0 5' Min. Transition 5' Nin. Transition `o co Top of co Curb 2• n Design gutter line grade 2 - /4-80' LONG Rebore Each way Frame h Casting SECTION A -A No Scale CrrY OF CURB CSA1BASSSx CONSTRUCTION AT CATCH BASIN REe,sm:,-ae wre: PIAre No.: 3106 FltE NWe 393310fi CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NO NOTES: 1. Signa to be a minimum of PARKING 12• x 18'. FIRE 2. Red on while is proffered. LANE 3. 3M or equal engineer's grade reflective Meeting on aluminum Is proffered. 4. Wording shall be: NO PARKING FIRE LANE 5. Signa shall be posted at each and of the fire lane and at least at every 75' Intervale along the fire lane. 6. All signs shall be duoble sided facing the direction of travel. 7. Poet shall be set back a minimum o/ 24" but not more than 38• from the back of Curb. 8. A fire lane shall be required In front of fire 2' Min, deappartment connactlona aztendNg 5' on each akfe and Bong all areae designated by the Fire Chief. Curb CHANHASSEN FIRE DEPARTMENT FIRE PREVENTION POLICY 06-1991 JANUARY 15, 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITNG, WITH A SIZE PLAN, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. CITY OF FIRE LANE C8Ax8A886�1 SIGNAGE Rensm: z-ei wTE: rare No. 5218 FlD: NAVE: 3933218 21.00 23.00 A test roll of the prepared subgrade shall be performed by the owner in the presence of a c ity inspector. The city has the authority to require additional subgrade correction bas ed on the test roll. 31 ROADWAY CROSS SECTION 10" Aggregate Base Mn00T select granular onular borrow 9ragateCusFilter A9 MnDOT 3149.2Ht Fl ..dp wNiaa fn draM 4" perforated i � Clay Sub -grade I pe Notch day sub -grade 4* wrap (3733, Type 1) for pipe placement TRENCH DETAIL Perforated PVC, or Dual Wall smooth interior corrugated PE pipe. PIPE DETAIL NOTES: LPIP.,J= Cone.1. Clecnouis required at end!ng pointe h atllar 300-tt inrvals.2. Swing ties to be shown on as-buil}a for all ending points tc all draintile. 3. Openings in slructuro for draintile to be fabricated or cors drilled. 4. This detail to be used when 2' or more of existing soil sub cul Is necessary. CITY OF 4" SUB -SURFACE CSANgA1$81 DRAINTILE gym:, -aa n,TE: xAre Na.: Fl -6• /-6 'x 24• or 30• or 36' Traffic sign � Double Aluminum Street as Required Sign - Both Directions 2.5LB. 7' Upper Galvanized Steel E! Sign Poet 2 3/8. O.D. ad (2) 5/16• x 1" - Galvanized Steal cin Past Bolts - Pipa 12 Guage 5 - Tamperproof � with � o fi 6 IrLO P.G H Jy CATCH BASIN IN RADIUS e� 8618 CURB tiHTRATuNTsi r*0 1 O ✓� Washers a SURMOUNTABLE CURB h GUTTER A -_ q TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' 10' 12' 4•� L 6. 5232 IE NAME: ]9332]2 Anchor Plate :-i Curb -- Typical Street 3LB. 7' Anchor Sign Installation Poet -Pneumatically Driven I �sH Typical Traffic Sign Installation Bolt Past With sign Poat to Post In Concrete Expansion Joint Material IIL��IIL�-IIIIL--�II 1a - 4 Sides Full Depth WV Typical Sign Installation Anchor Plate Detail In Concrete Median NOTES 1. For Boulevard Location of Street Signe and for Traffic Signa, Contact Chanhassen Street Superintendent (952-227-1303). 2. For Material Specifications Sae Section 4.11 of Standard Street Spey. 3. Traffic Signs with 9 Sq. Ft. or Moro of Surface Area and 36• or Larger In Size, Must be Mounted with Two Separate Poeta 4. For PNwte Streets, Signa Shall be the Same as Above, Except 1L � Lettering to be White an Blue Background. CffY OF STREET AND CBUU1$$1 TRAFFIC SIGN ---'r INSTALLATION BEYEED:,-oe are: 9tnre Na. 5217 FlLE NAVe 3933217 L 2 MNDOT 2350 TYPE LV4 WEAR (B) TACK COAT 236" MNDOT 2350 TYPE LV3 NON -WEAR (B) 12" MIN. CLASS 5, 1008 CRUSHED AGGREGATE BASE. PATCHING NOTES: 1. SAW CUT ALL EDGES REMOVE BITUMINOUS PATCH MFA AND EIVOI/CH CUSS 5 M4)ERNL TO ACCOAINO54IE A 4.5' BRUMIAbI/S PATCH. 2. MfCH4N/G4L COMPACT/ON OF GYLIVE7. BLSf REWIRED PRIOR 10 PA". 3. CONTRACTOR Al4Y USE WEAR COURSE M4TERl4L IN Lk7/ OF 84SE COURSE MATERNL 4. USE PINE COMPACTOR LW EDGES OF ELSE COURSE PATCH. 5. ALLOW 84SE COURSE RJ FULLY COOL BEFORE PUCM'C WFM COURSE 6. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD 947ERlAL WRING RIX[/NC SO PATCH IS TRUE AND LE141 WIN SURROUNDING SURFACES CQNIIUCRM TO STRINOI/NE ALL PATCHES PRIOR TO APPROVAL 7. MNDOr 23 EA7SRNG BDUM/OUS SAWCUT ALL BRUMINOUS EDGES: (IVP.) 50-040/N4R1' COMPACTION MEM00 REWIRED. CITY of STREET CHAxSASSBX PATCHING °�" "Are "° 5202A FlLE NMB:: 3933202A Manhde Frame and Cover •III BARRIER- INNER 1' HDPE OR MANHOLE RING SEAL PRECAST CONCRETE AS MANUFACTURED ADJUSTING RINGS B7 'STRIKE PRODUCTS" OR APPROVED EQUAL PRECAST, BLOCK, OR BRICK MANHOLE CONE 27• MASTIC SEAL CORBEL �• INFl-SHIELD EXTERNAL SEALS AT BARREL AND CONE SECDON JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. NOTES 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. CASTING SHOULD BOI REST ON SEAL 2 PLACE 'MASTIC' ON TOP OF CONE SECTION AND BENEATH SEAL 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. CITY OF C8Ax8J1888�1 BARRIER REM,sca:,-aa Di ""re NO, o fi 6 IrLO P.G H Jy CATCH BASIN IN RADIUS e� 8618 CURB tiHTRATuNTsi r*0 1 O ✓� Washers 1L � Lettering to be White an Blue Background. CffY OF STREET AND CBUU1$$1 TRAFFIC SIGN ---'r INSTALLATION BEYEED:,-oe are: 9tnre Na. 5217 FlLE NAVe 3933217 L 2 MNDOT 2350 TYPE LV4 WEAR (B) TACK COAT 236" MNDOT 2350 TYPE LV3 NON -WEAR (B) 12" MIN. CLASS 5, 1008 CRUSHED AGGREGATE BASE. PATCHING NOTES: 1. SAW CUT ALL EDGES REMOVE BITUMINOUS PATCH MFA AND EIVOI/CH CUSS 5 M4)ERNL TO ACCOAINO54IE A 4.5' BRUMIAbI/S PATCH. 2. MfCH4N/G4L COMPACT/ON OF GYLIVE7. BLSf REWIRED PRIOR 10 PA". 3. CONTRACTOR Al4Y USE WEAR COURSE M4TERl4L IN Lk7/ OF 84SE COURSE MATERNL 4. USE PINE COMPACTOR LW EDGES OF ELSE COURSE PATCH. 5. ALLOW 84SE COURSE RJ FULLY COOL BEFORE PUCM'C WFM COURSE 6. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD 947ERlAL WRING RIX[/NC SO PATCH IS TRUE AND LE141 WIN SURROUNDING SURFACES CQNIIUCRM TO STRINOI/NE ALL PATCHES PRIOR TO APPROVAL 7. MNDOr 23 EA7SRNG BDUM/OUS SAWCUT ALL BRUMINOUS EDGES: (IVP.) 50-040/N4R1' COMPACTION MEM00 REWIRED. CITY of STREET CHAxSASSBX PATCHING °�" "Are "° 5202A FlLE NMB:: 3933202A Manhde Frame and Cover •III BARRIER- INNER 1' HDPE OR MANHOLE RING SEAL PRECAST CONCRETE AS MANUFACTURED ADJUSTING RINGS B7 'STRIKE PRODUCTS" OR APPROVED EQUAL PRECAST, BLOCK, OR BRICK MANHOLE CONE 27• MASTIC SEAL CORBEL �• INFl-SHIELD EXTERNAL SEALS AT BARREL AND CONE SECDON JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. NOTES 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. CASTING SHOULD BOI REST ON SEAL 2 PLACE 'MASTIC' ON TOP OF CONE SECTION AND BENEATH SEAL 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. CITY OF C8Ax8J1888�1 BARRIER REM,sca:,-aa Di ""re NO, ROADWAY CONSTRUCTION DETAILS FOX HILL ROAD O Z E Q•I r(/,� � CJ � � z IOr4 Fa � W Q W � WZ w x � E x O � 0 O Co U ti z n �I U •- W W 0 _ Q O r` � C v t � O M O] U ♦ ¢ LO W In CD 0_ N Q _ � W E Z o Z rn U U O H W (n W r- O 0 Z '4C-4 LJ LO- o fi 6 IrLO P.G H Jy CATCH BASIN IN RADIUS e� 8618 CURB tiHTRATuNTsi r*0 1 O ✓� k GUTTER a SURMOUNTABLE CURB h GUTTER A -_ q TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' 10' 12' 4•� L 6. ¢ 2109 EHE NAVe 3B3.2f09 ROADWAY CONSTRUCTION DETAILS FOX HILL ROAD O Z E Q•I r(/,� � CJ � � z IOr4 Fa � W Q W � WZ w x � E x O � 0 O Co U ti z n �I U •- W W 0 _ Q O r` � C v t � O M O] U ♦ ¢ LO W In CD 0_ N Q _ � W E Z o Z rn U U O H W (n W r- O 0 Z '4C-4 LJ LO- o fi 6 IrLO P.G H Jy CATCH BASIN IN RADIUS e� 8618 CURB tiHTRATuNTsi r*0 1 O ✓� k GUTTER a SURMOUNTABLE CURB h GUTTER A -_ q TYPICAL RESIDENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' 10' 12' 4•� L 6. ¢ r� MNDOT B618 CONIC @ G W� C4 SURMOUNTABLE C k G SECTION A -A W Z Q. Cn'Y of Naf TYPICAL CURB C8A�18A$58�1 RADIUS REYI6ED: 2-a7 ate: PIAre "°.: 5204 FlD: NAVE: 393 a ROADWAY CONSTRUCTION DETAILS FOX HILL ROAD O Z E Q•I r(/,� � CJ � � z IOr4 Fa � W Q W � WZ w x � E x O � 0 O Co U ti z n �I U •- W W 0 _ Q O r` � C v t � O M O] U ♦ ¢ LO W In CD 0_ N Q _ � W E Z o Z rn U U O H W (n W r- O 0 Z '4C-4 LJ LO- H r*0 1 O ✓� ¢ H � K Z � O Q W W Z Z 1Y0� O w Of wW o�� H N Z ¢mow Awa U) d 25 O N F 0) N } � O � 1 Z lwi W r O Z Z JWQ'Z aoa--E fNl� Z J O !n O 4 O � d N � � {-oWF dS� H�J� ¢ fl M. Tm�w W W F 09~ 1'w LLULI j H r*0 1 O ✓� ¢ Z W� C4 } W Z Q. Naf JOB NO. 070119 SHEET 6 OF 6 SHEETS H r*0 1 O ✓� W� C4 Q JOB NO. 070119 SHEET 6 OF 6 SHEETS / / \ w 1 / o it C I / I /~ WOOD FENQE T d \` 10 I SEDIMENT TRAP AS MANUFACTURED BY WI MCO, LLC.SHAKOPEE, MN., ESS BROS.,LERETO, MN. OR SIMILAR �rremeadw.mlw� aentrans - .s YWYI¢.immlmaL .m mno, x,aws.va wme u9 Y. - w.Wreev. w,m�_�-m.,r wm eaa W - aw,m-m.aw�..nransnwlrm w9W wear /Ww.a nsenwea am w.erbr WWSI oew,s cr wae,r wd MODEL#CG23 .wm,ur •-� m-sawsa- m-swan NOTE: « Clean filter media after each rain event and replace if filter is clogged with sedimerrL Remove debris/sediment from receptacle atter each rain event. CfrY OF CATCH BASIN CHAx8ASS6x SEDIMENT TRAP 5302A n11 MWE]9]3]0]A Note: Silt fence per MNDOT specifications, source 20DO, machine sliced woven monofilanent 3Cwide fastened steel T -Posts with 3(501b) tens strength plastic zip Nes per T -Past (Machine sliced) 6!t J T Posts 24" in ground Oft 'Wv Dot des by .breast Note: Type 2 silt fence is the same as type I with hay bales installed as per detaik Type 2 to be used to protect all wetlands. Steel T Posts 247 in ground Zip Ties Hev n Sbev B"I® . r•1 ib Ir W� 1i LA b SII eb e,.aM e+b r nor r bw. w.r W n b Y W bM1 a sa,edlY WILL EROSION CONTROL FENCE - TYPE 2 CrrY OF SILT CHA�P8ASS81t FENCE wLvnssa:r-a Dees 5300 n1F NNiE 39]..5]00 `- RET. WALL, TOP = 936.5, BOT 932.5, STEP DOWN TOP TO STAY ABOVE DRIVE GRADE / / PROP. VALLEY GUTTER LEGEND - - - - - PER DETAIL 5206 w Denotes existing contour line 924.08 Existing top of curb --93+- -93+_ Denotes proposed contour line PROP CB. MH. NO. 1 PER DETAIL 3102 w Denotes proposed spot elevation \:-PROP. CB. NO. 1 \ PER DETAIL 3101 934.5 �� F Denotes direction of proposed storm water flow 1 ' 1 F-: �1 I m> c�1 TOP PROP. RET- . WALL = 929.0 I a n -II 1 N p�' ' 11 RET. LL, TOP rn °' 0 1 Ni tl) / 1 929.2, OT. II r^. a Q I 3 O rn n / MATCH ARD /rq W N 11 rn 11 0 0 \ w0Ow W mZSW I 1 o/ 6.5% rNfi 0 33 U_Q d en T. WALL, TOP I II / On W) / 29.5, BOT.T ATCH YARD / 00\ \ 1 I I T. WALL, TOP c� RET/WALL, TOP 1!��3Q" I / MAOTCHNI BOT. YARD �� cjc �� 9`¢ 5, BOT. ' ATCH Y RD I fes'/ -- ------ ---- / - I------------- - ------ v' I II _ _-- - _PROPOSED 12 INCH PVC euL RT/ y -=-s em-= 92 5--; - T --TOPSOIL---- --- ------ I N. INV. - 925.2 / fl- ---93 I I---- 34 STOCKPILE 2 I I I I I I I I 1 5i\ �6 rn, II O i C O O O O O i t I II \ / 1 00000 932.5 _ _ O OZ O �- • • (� i :• DWELLING • • • �• a • • • „ LOW FLOOR•• o' • .� • • • r U - - SF Denotes proposed Type 1 silt fence per City specifications 2a a GRAPHIC SCALE ° 20 40 ea SEQUENCE 0 1. Install all silt fence as indicated on this plan. IA. Place rock construction entrance 30 feet by 75 feet by 6" deep over existing gravel drive to existing home. 1B. Demolition of existing buildings on site and haul away. 2. Strip and stockpile topsoil from roadway area in the stockpile location shown. 3. Install infiltration area catch basin and storm sewer system from 1 ` STMHI TO CB 1, use first 10 feet of drain the line as temporary drain for subcut area, protect with hay bales and silt fence. 4. Use excavation from infiltration area and roadway to build berm around infiltration area, cover with toposoil from stockpile. 5. Install infiltration area piping and rip rap and cover with peat/sand mixture and establish turf in infiltration area per landcape architect plans. 6. Complete berms with excavation from roadway. 7. Place excess fill from roadway in front yard areas. 8. Install other undergound utilities. 9. Truck in sand subbase. 10. Truck in granular base to bottom of curb level. 11. Lay concrete curb & gutter. 12. Fill behind curbs and shape site. 13. Bring in remainder of granular base. 14. Place bitminous mat. 15. Lay sod behind curb. 16. Hydroseed disturbed areas. 17. After turf established, remove silt fence. 18. Follow erosion control measures for individual homes per Chanhassen's erosion control Detail 5302B. 19. In October of year when turf is established on last home, scrape silt from infiltration area and dormant seed. 20. From time to time, as needed, repeat step 19. REMOVE BLOCK WALL AND DISPOSE OF OFF SITE, REGRADE SO EVEN SLOPE FROM BOTTOM OF WALL GRADE TO RIGHT-OF-WAY LINE GRADE AND REESTABLISH TURF PROPOSED ROCK CONSTRUCTION ENTRANCE PER CHANHASSEN DETAIL 5301, 75 FEET X 30 FEET BY 6" THICK. \ o I- GARgGE FLOOR = 936.3 O u V \ I I \\ O�o0Q1) ° I / ° \ O O \ - - -r n \ 932.5 929.5 I 929.5 O �90 Q M -- --1�- ----- ' w O \H �\ 93i---� --3. I a v 10 �? 1 i \\ I v 936 --------- i 937.4 ---937.4 _ _ - 4YI936.5 "S / / /� INFILTRATION AREA TO BE \ 9( p� V / / SCRAPED TO REMOVE !'/ SILT/CLAY FILM AT LAST POSSIBLE FUTURE WALKOUT DWELLING OCCUPANCY PERMIT AND SF \ / RESEEDED. QUALITY& \ I \ LOW FLOOR = 930.0 "-- i / WATER FROM ffF [_ RATION. � /I' j GARAGE FLOOR = 936.6 oS AREA EXCEED URP � / CCCFFF �y / STANDAR( i� I Ia' laplI III \\ 929.5 IN 929.5 /�\3 S4 /� / /�� POSSIBLE FUTURE 10 X 30 DECK P\NPGE V \\ I I I E �r/� INFILTRATION AREA `-q _L5 Y 2/3 WASHED SAND MIXED ��_--- - --- C-42,i6o----_--- ---926 --- 7 -- WITH 1/3 PEAT FROM 924 v I ---- - %T ------'----- --�- �]- // // I TO 925 AND SEEDED �T I -- -'�� -__- , I 4° PERFORATED PVC FLAT -_---- -_2_-_- _ -_- AT 924 COVER WITH PEA 0 0I w ROCK AND FILTER FABRIC 11---------� �64ft"LlS-i'14-TH------926EMERGENCY OVERFLOW AT --- .- j r- ----7 --3 3 I 927.0 - - - - - - - STORAGE 925 TO 927 = PROPOSED RIP RAP 2570 CU. FT. CHAIN FENCE NWL = 925, HWL = 927 NEENAH R2561 HIGH BEEHIVE GRATE AND R1733 FRAME, INLET 927.0, EMERGENCY OVERFLOW 12' RCP OVERFLOW PIPE FOR SILTED COND11101 92 OF INFILTRATION AREA, 925.2 INVERT 92 92 1 FOOT 2/3 WASHED SAND, 1/392, PEAT, SEEDED, FLAT, 2 INFILTRATION AREA 92 92 4" PERFORATED PVC 92 ( IN FEET ) 1 inch = 20 ft. SAMPLE EROSION CONTROL PLAN FOR INDIVIDUAL LOTS m we mViO1im.'.m ,m , • ' weirs virtu u v.iay.r � v w e I I e>aI I EIA I I I 1: S � I oo. mw.r MT ma amr aasva SiOM f' MFT VML Of SMl/i! MFf PMIFLT@I IEh1LL •.,lW:. SEDIMENT jIY� C� R s Perimeter sediment controls are necessary at downsloping property and street edges. Note that sediment controls need to provide containment by turning perimeter controls upslope-into properly. • Perimeter controls can include mulch socks, mulch berms and/or sit fence. EROSION CONTROL • Topsoil -Site has a minimum of 4-6 inches of topsoil. • Construction entrance -1.5 to 3 -inch dean rock at a depth of 6 inches. s House Roof Perimeter -Straw mulch at 2 inches deep around house directly below roof line. If house has rain gutters, downpouts need energy disspation. s Slopes -Steeper than 4:1 need fiber blankets and temporary or permanent seeding. e Swales-Need check dams or blankets. CfrY OF EROSION CSANU1281 CONTROL 5302B FlIF NVIE 393 SECTION A SCALE: 1 INCH = 10 FEET SODDED SURFACE OF PROPOSED BERM, TOP 92 /ll\ � _ "• a •-• MOWN IOW7MIAMMI W-111100 7�w��:��1�� FF r _II`_M19_RMw �_ MIS S --- _ KIM= 927 926 925 924 923 922 921 DRAIN TILE WITH SOCK 92 920 D36"IAMETER PVC RESTRICTOR PIPE ® 5.4%, ONE FOOT LONG, REST OF 12" PIPE GROUTED FULL AROUND 6" PIPE 4' DIAMETER CONCRETE CAT(WILL ALLOW 1.94cfs) INLET 925.2 BASIN WITH SUMP AND STE PRECAST CONCRETE BASE 12• DIAMETER RCP OUTLET PIPE 10 CY CLASS 3 RIP RAP GRANULAR FILTER (MNDOT 3601.28) GEOTEX71LE FILTER TYPE 3 STORM WATER POLLUTION PREVENTION PLAN v J 0 O Q w �02 m U z rn U F w W W o 0 a v� QNw O � Q W O z a a to z x O aW E- CKI U o O C:) LO E [w r' ]-1 C\2 rn � Ld Z M a Lo W z` z v J W z W O Q w m U rn U 0 OfW ww W W o 0 0=0 QNw V LLJ " 0 Q ,d- ro Ln Os Q E U N}�0 W= z o O Y Z rn E [w r' Z W (7 o M Lo � Ld Z M a Lo W vJ z r OV5-1 LY wl_' Q W Q \J _O H�_J dQ O } w Ld Q' Q w oQ 6-r� j :D 2 m� W J o W wLnQw w � 3Lz-� Q W^ Q H� W z W O Q w WOz rn 0 OfW ww ZaZ 0=0 QNw 2WQ w 0 O < N N}�0 Z 0 w o Q Cl: Z J W Ey Z 6.00_`2 (Nn Z _j0 0 =OO Ln r OV5-1 LY wl_' Q W Q \J _O H�_J dQ O W =l w Ld Q' Q Q Q oQ 6-r� Lo Q 3 }Lo 2 m� W J W wLnQw w � 3Lz-� Q JOB NO. 070119 w zx OU O W W^ �1 �Q W� H � O Q � O JOB NO. 070119 .D7 -o3 ((l1/c>c-, - (vSP/—N /s c✓ITH-t>MAwIrtG C3tlz t14 Ic.14 ",vr,4tr46 ccs= N UC� - 3 `c A N 0 L--.jtL-L- (zC-SvBt--%1 at -t pec.tFm3=5m 19z� si�ly� GrLt�`� olz. 060947 1/116/23 KLINGELHU'1L,CHARLES ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May, 2006 DRAFTED: August 28, 2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 to for submission, runoff and hardcover calculations to follow Monday morning. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof, thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Profe�Engineeyapd Tonal Surveyor under the Laws of the State of Minnesota. a s H. Parker P.E. && P.S. No. 9235 LEGEND PRELIMINARY PLAT OF FOX HILL i i r—r— GRAPHIC SCALE x 0 If b 60 I IY RR ) r.Y."br rrarm�w.asu\ I I,I r " ~ Lo wr '-- . HOLLOW DR) Mn) 76&05 (DESr) I 6047'14' E-- 141 h I 934 J 934.5 mee pgm.e vl lm paCn vaff.-w -t- M.n,.�w.a wu�.nely PRELIMINARY PLAT OF FOX HILL i i r—r— GRAPHIC SCALE x 0 If b 60 I IY RR ) r.Y."br rrarm�w.asu\ I I,I r " ~ Lo wr '-- . HOLLOW DR) Mn) 76&05 (DESr) I 6047'14' E-- 141 h n C3 DRAWING NO. 060947 EXISTING CONDITIONS SCANNED I J _ � I I I n C3 DRAWING NO. 060947 EXISTING CONDITIONS SCANNED 060947 1/116/23 KLINGELHU'IL, CHARLES ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES ALINGELHUTZ SURVEYED: May, 2006 DRAFTED: August 28, 2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 to for submission, runoff and hardcover calculations to follow Monday morning. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast corner thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Engineeya>�d arAAxCO/L� s H. ParkerP.E/�& Professional Surveyor under the Laws of the State of Minnesota. llP.S. No. 9235 LEGEND 934.5 �o- m,.k.•�.� y —F— Vsm"m+.a.er..�wtre —V� D.svpgtiv4 �Z,� L�Y,�dbleis PROPOSED EASEMENTS FOR ORMNALE AIM UTUTY PURPOSES ME SH THUS: r -----'------- I I BEIM: S FEET RUE ON ML LOT LINES I EIOST ON 11105E LOT MES N A T I STREETS SERE 1{EY ME 10 FEET RqE I__�. I I I I I I PRELIMINARY PLAT OF FOX GRAPHIC SCALE To o s w w DRAWING NO. 060947 n W c� O 0 DRAINAGE & EROSION CONTROL PLAN SCANNED 060947 1/116/23 1CLINGELHU'I'L, CHARLES ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May, 2006 DRAFTED: August 28, 2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 to for submission, runoff and hardcover calculations to follow Monday morning. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof, thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Engineeya4d a Tonal Surveyor under the Laws of the State of Minnesota. s H. Parker P.S. No. 9235Hyy�P�arkeerrr P.E.P.E.. J.&&')P.S. No. 9235 LEGEND PROPOSED EASEUENTS FOR DRAINAGE AND UTRITT PURPOSES ME SHOMN THUS: r -------------- I I BENG 5 FEET WOE ON ALL LOT LM EXCEPT ON THOSE LOT LNES WCH ABUT I STREETS WHERE THEY ARE 10 FEET 111pE. I I I I PRELIMINARY PLAT OF FOX HILL GRAPHIC SCALE ]l 0 U b b t Ix ITET ) 931 931.5 = mT*•a .n rev a cu, sF✓.a:.. PROPOSED EASEUENTS FOR DRAINAGE AND UTRITT PURPOSES ME SHOMN THUS: r -------------- I I BENG 5 FEET WOE ON ALL LOT LM EXCEPT ON THOSE LOT LNES WCH ABUT I STREETS WHERE THEY ARE 10 FEET 111pE. I I I I PRELIMINARY PLAT OF FOX HILL GRAPHIC SCALE ]l 0 U b b t Ix ITET ) i 1 (�I ITt /3T A PM�.f ��Aw Ar I HOLLOW IJRII�E I --259.85 (CCAS) iMO05 (OM) BP1YM E-- "I I I I I — J I I I i i i i 0 DRAWING NO. 060947 LOT LAYOUT \ � a i 1 (�I ITt /3T A PM�.f ��Aw Ar I HOLLOW IJRII�E I --259.85 (CCAS) iMO05 (OM) BP1YM E-- "I I I I I — J I I I i i i i 0 DRAWING NO. 060947 LOT LAYOUT 060947 1/116/23 KLINGELHUIZ,CHARLES ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May, 2006 DRAFTED: August 28, 2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 to for submission, runoff and hardcover calculations to follow Monday morning. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof, thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. STANDARD SYMBOLS & CONVENTIONS: 11 • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. PRELIMINARY PLAT OF FOX HILL Y CERTIFICATION: 1 I hereby certify that this survey was prepared by me or under my direct supervision and that I am a \ ProfessionalEnginePod aD r a Professional Surveyor under the Laws of the State of Minnesota 1 Ilvvll //�I��JJ'')) 1 a s H. Parker P.E. & P.S. No. 9235 \ \ �I 1 LEGEND —sT— rrm�rn.� PROPOSED EASEMENTS FOR DRAMAGE AND UTUTY PURPOSES ME SNOMJ MUS r______________ I I BEING 5 FEET MIX ON ALL LOT LINES EXCEPT ON TNOSE LOT LINES IWI(D-I MUT I STREETS WERE OIEY ME ID FEET MOE. I a I I I I I I GRAPHIC SCALE yl O ,1 b 60 1 IX FQT j DRAWING NO. we S & SURFACING 0 0 0 0 C) 0 0 0 SCANNED 934 934.5 � �ml�ti�f,gvlrrb —sT— rrm�rn.� PROPOSED EASEMENTS FOR DRAMAGE AND UTUTY PURPOSES ME SNOMJ MUS r______________ I I BEING 5 FEET MIX ON ALL LOT LINES EXCEPT ON TNOSE LOT LINES IWI(D-I MUT I STREETS WERE OIEY ME ID FEET MOE. I a I I I I I I GRAPHIC SCALE yl O ,1 b 60 1 IX FQT j DRAWING NO. we S & SURFACING 0 0 0 0 C) 0 0 0 SCANNED w rA -__j ----- FOX HOLLOW NORTHEAST CORNER OF THE 73.13 1 L'-----------------------� SOUTHEAST QUARTER OF SECT. 1, i. 116, RNG. 23 II J w N I 0 wC6 `1411 o' '` --J w� M O =1 U) I N 7- N r0 O a �o wz Z DRIVE S 89'42'14" E , O --259.85-- i Ii in r 30.00 1 — TN IN 89'42'14' W -------------- 1 I z L— N 8_9'42'14" W - 43.43 --220.10-- F----------------------------------- - 1 1 1 I ILO 4 Lri I � 1 1 I I 1 � I oI EPs MENS `i` \ 3 ` IM00 og \ — L---------------- 220.10 vl 87.83 \ O --260.22-- / S 89'41'24" E y 1 V 1 I /0 I 0 / ------40--- N 0 w N rb O P Iri oo PO M O .: FOX HILL EASEMENTS FOR DRAINAGE AND UTILITY PURPOSES ARE SHOWN THUS: ---- oL� r----- 15 --� r J 5l__ I I I I I I BEING 5 FEET WIDE ON ALL LOT LINES EXCEPT ON THOSE LOT LINES WHICH ABUT STREETS WHERE THEY ARE 10 FEET WIDE. UNLESS OTHERWISE NOTED. • DENOTES IRON MONUMENT FOUND O DENOTES IRON MONUMENT SET ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE EAST LINE OF THE SE A OF THE NE A OF SECTION 1, TOWNSHIP 116, RANGE 23 HAVING AN ASSUMED BEARING OF N 00'18'08" E KNOW ALL PERSONS BY THESE PRESENTS: That l OSpring Homes Inc., a Minnesota Corporation, fee owners of the following described property situated in the County of Carver, State of Minnesota, to wit: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Carver County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof, thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. Have caused the same to be surveyed and platted as FOX HILL and do hereby donate and dedicate to the public for public use forever the Road and easements for ponding, drainage and utility purposes as shown on this plat. In witness whereof said IOSpring Homes Inc., has caused these presents to be signed by its proper officer this day of 12007, 10 Spring Homes Inc its Scott R. Rosenlund STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this _day of 2007 by Scott R. Rosenlund, of l OSpring Homes Inc. a Minnesota corporation, on behalf of the corporation. Notary Public, County, Minnesota My Commission Expires I hereby certify that I have surveyed and platted the property described on this plat as FOX HILL; that this plat is a correct representation of said survey; that all distances are correctly shown in feet and hundredths of a foot; that all monuments have been correctly placed in the ground as shown; and that the outside boundary lines are correctly designated on the plat and that there are no wet lands as defined in M.S.505.02, Subd. 1 to be designated on this plat. James H. Parker, Land Surveyor Minnesota License Number 9235 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing surveyors certificate was acknowledged before me this day of _,2007 by James H. Parker, Land Surveyor Notary Public, My Commission Expires County, Minnesota CITY OF CHANHASSEN, MINNESOTA This plat of FOX HILL was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting thereof, held this day of , 200 . If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer, have been received by the City or the prescribed 30 day period has elapsed without receipt of such comments and recommendations, as provided by Minnesota Statutes, Section 505.03, Subd. 2. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA Mayor Clerk SURVEY DIVISION, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971„ this plat has been approved this day of 2007. John E. Freemyer, Carver County Surveyor By: COUNTY AUDITORfI REASURER, Carver County, Minnesota I hereby certify that taxes payable in 200— and prior years have been paid for land described on this plat. Dated this day of 12007. Laurie Engelen, Carver County Auditor/Treasurer By: Deputy �zI / W COUNTY RECORDER, Carver County, Minnesota I hereby certify that the within plat of FOX HILL was filed in this office this day of , 2007 at V / o'clock _.M. as Document No. Carl W. Hanson Jr., Carver County Recorder By: Deputy Z GRAPHIC SCALE 30 0 15 30 60 �< _T ( IN FEET ) U ADVANCE SURVEYING & ENGINEERING CO. CITY OF CH4 NH4SS RECEIVED EN MAY 0 7 2007 CHANHASSEN PLANNING DEPT 73.13 1 L'-----------------------� 219.98 I I I rn � `1411 �� I I �v I 1 O 0 O z � 1 �Iw U rn I 3 / 1 `Q S �Nmh h �F yy 1 J I 7 I N 89'42'14" W ----------------------------� wU, 1),l I LU 007111 I a�J 1 z I W i I w I N i N r 1'. 0 0 117 z � � 0 1 1 — — — 30.00 w N 894214 W ' ' ' vil I I I ISS M o 1 1 W 1 0 J z I 1 Ii in r 30.00 1 — TN IN 89'42'14' W -------------- 1 I z L— N 8_9'42'14" W - 43.43 --220.10-- F----------------------------------- - 1 1 1 I ILO 4 Lri I � 1 1 I I 1 � I oI EPs MENS `i` \ 3 ` IM00 og \ — L---------------- 220.10 vl 87.83 \ O --260.22-- / S 89'41'24" E y 1 V 1 I /0 I 0 / ------40--- N 0 w N rb O P Iri oo PO M O .: FOX HILL EASEMENTS FOR DRAINAGE AND UTILITY PURPOSES ARE SHOWN THUS: ---- oL� r----- 15 --� r J 5l__ I I I I I I BEING 5 FEET WIDE ON ALL LOT LINES EXCEPT ON THOSE LOT LINES WHICH ABUT STREETS WHERE THEY ARE 10 FEET WIDE. UNLESS OTHERWISE NOTED. • DENOTES IRON MONUMENT FOUND O DENOTES IRON MONUMENT SET ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE EAST LINE OF THE SE A OF THE NE A OF SECTION 1, TOWNSHIP 116, RANGE 23 HAVING AN ASSUMED BEARING OF N 00'18'08" E KNOW ALL PERSONS BY THESE PRESENTS: That l OSpring Homes Inc., a Minnesota Corporation, fee owners of the following described property situated in the County of Carver, State of Minnesota, to wit: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Carver County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof, thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. Have caused the same to be surveyed and platted as FOX HILL and do hereby donate and dedicate to the public for public use forever the Road and easements for ponding, drainage and utility purposes as shown on this plat. In witness whereof said IOSpring Homes Inc., has caused these presents to be signed by its proper officer this day of 12007, 10 Spring Homes Inc its Scott R. Rosenlund STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this _day of 2007 by Scott R. Rosenlund, of l OSpring Homes Inc. a Minnesota corporation, on behalf of the corporation. Notary Public, County, Minnesota My Commission Expires I hereby certify that I have surveyed and platted the property described on this plat as FOX HILL; that this plat is a correct representation of said survey; that all distances are correctly shown in feet and hundredths of a foot; that all monuments have been correctly placed in the ground as shown; and that the outside boundary lines are correctly designated on the plat and that there are no wet lands as defined in M.S.505.02, Subd. 1 to be designated on this plat. James H. Parker, Land Surveyor Minnesota License Number 9235 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing surveyors certificate was acknowledged before me this day of _,2007 by James H. Parker, Land Surveyor Notary Public, My Commission Expires County, Minnesota CITY OF CHANHASSEN, MINNESOTA This plat of FOX HILL was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting thereof, held this day of , 200 . If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer, have been received by the City or the prescribed 30 day period has elapsed without receipt of such comments and recommendations, as provided by Minnesota Statutes, Section 505.03, Subd. 2. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA Mayor Clerk SURVEY DIVISION, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971„ this plat has been approved this day of 2007. John E. Freemyer, Carver County Surveyor By: COUNTY AUDITORfI REASURER, Carver County, Minnesota I hereby certify that taxes payable in 200— and prior years have been paid for land described on this plat. Dated this day of 12007. Laurie Engelen, Carver County Auditor/Treasurer By: Deputy �zI / W COUNTY RECORDER, Carver County, Minnesota I hereby certify that the within plat of FOX HILL was filed in this office this day of , 2007 at V / o'clock _.M. as Document No. Carl W. Hanson Jr., Carver County Recorder By: Deputy Z GRAPHIC SCALE 30 0 15 30 60 �< _T ( IN FEET ) U ADVANCE SURVEYING & ENGINEERING CO. CITY OF CH4 NH4SS RECEIVED EN MAY 0 7 2007 CHANHASSEN PLANNING DEPT I I / w FOX FOUND Yz INCH -IRON MONUMENT i ' 0.2 FEET EAST 0 0 Li NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER -- OF SECT. 1, TWN. 116, R i G. 23 t W" W I , LTJ F 10 DO O -----------J W� c6 00 HOLLOW S 89°41'52" E --260.05-- �v IN c0 O V) I 0 DR VE WZ z 73.33 1 1 L — — 220.05 � 1 — I 1 1 � Z � I I 1 /,0 1 W I 0 to 1� i�/650$ O ri / 01 i N r 0 Z / LI W o CI �I N � w � e N 89'42'14" W1 /%w I '------�10 � y/ 0 J D � '/ I W 1 0 N 89'41'52" W I Z / --220.05-- / ___-- a In 30.00 r-------------- --------------j i ----------------------------------- I �omo� —------------------------, , 1 I I � Vol I � a�Jl I Z i i W I 0 to I i�/650$ O I� s p EP MENT ; uoi i N r 0 Z I Np\NGS 47.94»W--'PNDU z L— o CI 1 � � 30.00 w " N 89'42'14" W1 0 — — —'n i '------�10 � I I IM0 I W 1 0 Z I / ___-- a In 30.00 i Tj IN 89'42'14" W N I i o 1 N 89'41'52" W I - Z L---------- 220.05--------------- I ----------------------------------- I , 1 I I � I I I � I I i i l0 0 to i�/650$ O I� s p EP MENT ; uoi Np\NGS 47.94»W--'PNDU 1 I ___�� n -- o Ln 50.51 co W 5 79'1 ro N S 83'48'01" — 0 — — —'n 220.05 FOUND Yz INCH .__ IRON MONUMENT 0.2 FEET WEST 0 I O 4" / 180.74 --260.05-- S 89`41'52" E — — — — ��t LLI O 00 00 Lf)Do n O 1 0 ►I FOX HILL EASEMENTS FOR DRAINAGE AND UTILITY 1 PURPOSES ARE SHOWN THUS: 1 0 0 15 1 5L,_ I I I I BEING 5 FEET WIDE ON ALL LOT LINES EXCEPT ON THOSE LOT LINES WHICH ABUT STREETS WHERE THEY ARE 10 FEET WIDE. UNLESS OTHERWISE NOTED. 0 DENOTES IRON MONUMENT FOUND 0 DENOTES IRON MONUMENT SET ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE EAST LINE OF THE SE Y4 OF THE NE Y4 OF SECTION 1, TOWNSHIP 116, RANGE 23 HAVING AN ASSUMED BEARING OF N 00'18'08" E GRAPHIC SCALE 30 0 15 30 60 ( IN FEET KNOW ALL PERSONS BY THESE PRESENTS: That Steven J. Rust and Cindy R. Rust, husband and wife, fee owners of the following described property situated in the County of Carver, State of Minnesota, to wit: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Carver County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast corner thereof, thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. Have caused the same to be surveyed and platted as FOX HILL and do hereby donate and dedicate to the public for public use forever the Road and easements for ponding, drainage and utility purposes as shown on this plat. In witness whereof said Steven J. Rust and Cindy R. Rust, husband and wife, have hereunto set thier hands this day of ,2007. Steven J. Rust Cindy R. Rust STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this _ day of 2007, by Steven J. Rust and Cindy R. Rust, husband and wife. Notary Public, County, Minnesota My Commission Expires I hereby certify that I have surveyed and platted the property described on this plat as FOX HILL; that this plat is a correct representation of said survey; that all distances are correctly shown in feet and hundredths of a foot; that all monuments have been correctly placed in the ground as shown; and that the outside boundary lines are correctly designated on the plat and that there are no wet lands as defined in M.S.505.02, Subd. 1 to be designated on this plat. James H. Parker, Land Surveyor Minnesota License Number 9235 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing surveyors certificate was acknowledged before me this day of , 2007 by James H. Packer, Land Surveyor Notary Public, My Commission Expires County, Minnesota CITY OF CHANHASSEN, MINNESOTA This plat of FOX HILL was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting thereof, held this day of 200 . If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer, have been received by the City or the prescribed 30 day period has elapsed without receipt of such comments and recommendations, as provided by Minnesota Statutes, Section 505.03, Subd. 2. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA Mayor Clerk SURVEY DMSION, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of , 2007. John E. Freemyer, Carver County Surveyor By: COUNTY AUDITOFJTREASURER, Carver County, Minnesota I hereby certify that taxes payable in 200_ and prior years have been paid for land described on this plat. Dated this day of 12007. Laurie Engelen, Carver County Auditor/Treasurer By: Deputy COUNTY RECORDER, Carver County, Minnesota I hereby certify that the within plat of FOX HILL was filed in this office this day of 12007 at o'clock _.M. as Document No. Carl W. Hanson Jr., Carver County Recorder By: Deputy ADVANCE SURVEYING & ENGINEERING CO. CITY RECEIVED SEN JUN 112007 CHANHASSEN PLANNING DEPT Tn aTr wNM1cN MAME sc1e4r1Flc MAbE 1N5rALLm Mar. / Raor Mor BALL / �� LAL, fiPELIFIEp aaMp LONT, 512E PLANTING SCHEDULE 0 15' 50' 160' R n� LANDSCAPE LAYOUT PLAN I'. 50' NORTH rwwasFo snAoe rrsee tiy� �-�.r� LRex.M GO.T..Oc. A Lbe l.w_wRLE.�.....ooro.. ARA I..reM1.�wu rrnae.w wL.Eor.Lea.s.n l. / EX15nMa SMAOE TREE ..� M.E.. ANON m ON .1. RON .e I"Roo.a .:RE. ... 1 ORwR.loMMI I IOR L.ex..e' i.Ra.-e caT TR �ram`.a�Iva.aReaa. ro.u.v w. � p A,-.. . rw vE nrR..eE . DR.RI R.Or TO Oe=emA 1.O ~°E.RA` PLAN LEGEND ARYARNMR,, ANIeP`AY, I uAoIIOE.R.rA.T. IE.:. TWORTpT IM -.e TIwO'Le`rON III�.'a� MON aww, MITANT NO IE. a I... x ua°w °nvumE° ARIAe WALL AN M.11.. A M](. M. "-IIOw T. NNMRa_� oR. M.,.A O �1ARMORIN E'er a�IMNILi . II.e E`IA`.°�..ITsR �"wero INORM.`MONOO Fwsnw cowF£'1LY5 rRff PROPf-® aRNN1EMTAL TR= NO 1-1 M1ARR4 YM.II AI BF ff4PfE° IMEM MRtlu4 MIAL. .. AMMMOMRP MI o:I`o.R�ng:LA-.°oMOL MR TLE MAMA�N* WRMLI OR MAY OR TRI FOR .L. :iwi�`�o MMA ANN bvxlsa. v- OMMN OF 1. ¢ED 'd°+wREN.e A vEEM1.M.DDeD A.IawD MAI M..T..Om.a —_ 11m�`rm M1MT LRex.M GO.T..Oc. A Lbe l.w_wRLE.�.....ooro.. ARA I..reM1.�wu rrnae.w wL.Eor.Lea.s.n l. ALAM `S ..� M.E.. ANON m ON .1. RON .e I"Roo.a .:RE. ... 1 ORwR.loMMI I IOR L.ex..e' i.Ra.-e caT TR �ram`.a�Iva.aReaa. ro.u.v w. � p A,-.. . rw vE nrR..eE . DR.RI R.Or TO Oe=emA 1.O ~°E.RA` Sao ARYARNMR,, ANIeP`AY, I .AM ANO m'EOmw .T lAMR, TO RJRL IUM OR. .'L'.6 ON NY, .L.rox..E rmx. OR e«u cw.. 1MIR.u.xl PON 1. fppyA, M{A ew .vY.£S ON P. NULL. YKATY.1—..E ANO IW: .. Gff 140464 OR TLE K AIMATRRT6 TLER..6EtlO11Eit sRP. TO epMIM O TO WI L M MR LAMONOA ONTO RIrtT IMORN TO MO4E GOrtRM. NIRA¢ AN, ALL 1. NARR, R TIE MANY NATIONAL O..I.. YRm4 OR WeR..xR. Tls4 YLERIC.tl CR Y T. BALL CE c. OOONTTOroE�TTTINTIO1arE Lnveuc AROATMC PAta TO AND apm A uRTRN 31M MMMONI MOOR TO NRYMITTAA, FINAL NAIT u « ... al. AND .E MARROMMINT. LANA, OOMRAMON NN -L.1— AND RMNARR1 a vRGMDMAMTBM M .1 RMAI NM ON.A,ANN.E036 ILY. RKR TO�LVR�`AfgTTYAZ MINIMAL III RON YR INR .., ACCEIRAARE �.aE.. TO NI .�.D.RMEn. Y.Lro..JEEn uaw D... MAM ORMIN, IT, N T.Y ..T®r.Lm OL MONORRO 11LtlANAMMI YUA eT. MON MARON,.1. rq ORl AR,,. RMI N.NUAR. gGgglp bwCS y41—A AT ,ART I CA.. A. nE_ RI ML . O.urB3r :.Rce ...umc.A`. NAL, NO IOAAN .Lc A"1.T om..IM.Tr... ANO AM.. SR�.X.`.k°ARE�aDDC�£ ORM L. a.U.0 UAaA.ImY ra RANT rungµ PLANTING NOTES . IMI AND Rn oucrc SMw.3 aAM AI. ONLY APPROMMATE AND MAY 1. L. [MR.eT ERM:. uIEM°MNI CY LAWYUS AR -ON Ex1ETw TRt! Ypcw lYwiR'MT 6wpnAWGE RaM a YTE NAALANE L eE.TII. IN w °AEA o i°WIADEDE°° GIIII TO R MI O. EMI NT Y6 AMM L SMALL. M MR.O RncvSR]Mr TO TME AMR pI 6 TSE IT.. NS AR ILLY5TRAlID; IT 15 TIE LQIIRAL11R5 aP11CN i0 STwE TTS.HL M LLN}RALTLR . IS N A N F411 NON.."N' M Tr�'S R A RIRB r6jITlP11Mq.Eglf M SL 1 MTTLN ..J 01 MOLE NI To RI RA' BLE STRM1.O M aA. ARE - i' E 130 LE6REE INIBN/Yv RYM) b' FGLYPRLPYLENE GR q'<TETMYLBIE (.O MIL 1-11 NOF STRM TYPJ TREE MI -TO IIILRVT IIRAl N PLAbal.11 - O I ON NRE REMO A T TO IT PI M?1Ti NNYBGMGE. REMOVE TO, 19 -4 RMIAP FROM RLV!' 8.41. G-ANIT SOIL -1' OCEP - %E_E SPED RhVTIM SOIL - 9E 5P[ -L. NO2. lIV IL1BGUlE rETYA W l� STMLYS AE W x3 iRD ALTEWTEfixFS W nr@ CITY OF RECEIVED SSEN JUN 112007 CHANHASSEN PLANNING DEPT MOTT OONI ro MAK S.�.C® MWMLW WIM AE'E NTIM mN%ESE NIP NUM TO R M GQrtKT R N TRM RKE WOT 11.4150 RNT G!L RAE 51' IH7lf $V IR, ORXLE. . STRMO M aA RRE - 5'.121 WbNIII, wIgNRS mmJ N'NLMOIA Sal ML+ETmeE NO RLIN Mm 1."'1 b0 5TH 5TME FWf 041 TO 5T MON 15 ON R RILL .ERNE SWM fWM TW 19 W Wf CNL RLL.Y Gtl>'dV .Li.PM fJ`£ y£Ll Y X 2- X N' RLW SAI@ SET AT.WSIE Sm aENx Sr5Ta. As asl5®- PP'Xt. I A'aNETBL AEBI®MZE A3• IAR - cenl PLLID N SrA� v.METBLmAR M'X (09t N6'PITP FA9.IL. I CONIFEROLS TREE PLANTING LI Suxa Yr.— .5TH[ SET OM.ft-NIt PI.XM ELEVAI W SNOF/ FENCE KU POST5 VOL. (NI a DRP LINE OF OJTER HI 5RANOES DRP LINE 1. 51REDDm MARDW"W Ml -LH. R@10VE E II VEGETAnO\ PER 5PEC.. SORE INSTALLING M1LCM. FENCE • MIDLINE Awa MR SP _ _ _- - NOTE. TREE PI %1 EE PROVIDED BY CONiRALTOR A5 ROARED TO BEARS PA MIRY 1. RPE NTM III . 1M g.RVIVASILITY OP Ex151T% TREES TO F K NO MIPI OR MATBtIALS SNPL BE STORM •2• X 3 - Ar RN �M N+EIe+® Mat Fluor YUTINN TIE TREE CO TRUGnON BARRIBt A5 LX KAT® ABOVE. .TN IYr vlwe al vR,vx Rvuc uxA, AT Evae W MOOT bwu h5 error Z VEGIMMI TR I! PLANTING DETAIL ' , TREE PROTECTION DETAIL /LI PAIS w•. ro -.... .._� _ PLANTING DETAILS 923 NlcoIIn Mall MirvvuNN"TImuvc55J0' pAxm 61133.753E )RT(�1b 332,036 vv.'m.*Ir 6n.cw FOR 6570 Chanhaxun, Minnesota IMRr NRYNmRLR rte red* R ImRR.arn.w..:m na.I All o MARMI (ANNA. ATY RR, ANN 41sT (Ae SruMMmiw 0.romm •-. �RIl3L ILAARM ARN (LUBCLUB Ce YLARAN� IYIY Sglvae DFA trioM4 O 231 pnwv/Chckoi-. RWCF ASNOTEt3 Dam 11-,0.X06 Im"I Ciry Commevu LANDSCAPE PLAN L1 SHEET 9 L 3 YM aii LCiMYN NgME SLIEryTINL M/Jt IrLSTALL® NbT. / Rg7f FODT PALL / GK. SPEGFIFD Lpm GLNT, 51g LLMH?5 PLANTING SCHEDULE fslL+ y?c,0�7 c� FE*jcC E AJ iLA4N G Zf- 0 115' 50' I 60' 91 LANDSCAPE LAYOUT PLAN NORTH �09Ep `aflrGE TREE `Y Y1� I/r yule AS NOTED • � EXIST46 S4/rOE TFCE IY10.3006 R—Tico PLAN LEGEND Cityc.. 1. 1 rra'xrta rL♦rrxrerlM r`"L"`aLZMnaro.♦Re`a oF` A`lfi. b.oTm1 Q- TT,� wx.L...<[c FL.LnLG era �n soo 1[A[sb o♦�w�.oN'o �I•.�L�To A—A.S A- OR OR b L IxYwGo Waa —1iwoACA[4 nplAO, ♦ y[♦u [nf♦rG PNYv P y[.O .RYARE To Y1E. uR AT.L vOrtY/G SYI�' � bYWn 10 TO A u Z ♦�! LAMOIfJFE Ca� [EYOtlelm TO [tlK iRP SRA4 AW ]ICiR�'E pMxAr x 4L RMw' ♦Yc 4T I1 , oT OlAl.1.MYNL�L of TO Ip OF 1 E LW'aYSR Aa311T[ET necw.0 o L 6Yu2 ro �.[ L. � 5-L I a :rl�:. OF ItnBeuM a .r0 L OAT55♦♦Ye. CE a ar e.LOC Ara TLT. I OnWY. G4CWV Yxlb YULL uauE A. LFAS f CVEe ylK wTRsMR�L4'2 og[M1tm]o®yL x oOo, v[5x PLANTING NOTES EAsnN LLXF@bg5 TREE aR�rern TO 0, mer ivai A KF Lnlwrsm�aex --r Tm rm[aor TO —.-A To e[..bT.LL.o M.. a--.'Axs. .Lis Ass.cn[ :♦...`:"a e' ovl.l`a n—AM�T- al oo..r,.rto.aT[i OR m.or ,b. v. olLivfATES�mK.Es� TE x —1 tlbu•TE0 x�4MFi0 D•�rOY!•4 an5[.E OF . LM.e Otl Y — A. L. fP'MPA . T. Oa£Ss OK.TEo nT LMLrsrt AMAOnNO.OR rJxi iwn uSo TO A 1.. L PA'aa. ro T��E6A..ExfLa 6 TE LtlOKML ucWTG. rv[.O rEro.'4. TVN .Yr@WI.tE fEMC96 pF TP@ STIKIIYs ME ILLy51RATFD; T IS TE fGxiXAGTPIS G4rIGN TO STKE Tf�+.. x'}'EV6i 11E M/.WTNNM�1F83 INCA RJIBF� F(YJnRI lIP0.Wplf M hAx/JiTP FpfIW x.uFr TO eoTO ,vo sloEs aF w1E FWGR rT>'aLnxs PA' BLF SrxNO a 6A HIRE - 3' e Iso L� ImeLVKs (*.'PJ m- FYAYFR(RIlL♦E oa P0.TErInL.E11E ttl MIS I -la- rvoe S RM PJ TI[F£W1M To FIpSi 911VLX FIl6uI1K - LF£ FCt NRE pRSAx1L rvur - 4peEr - sFE � R.vnl[G 5011 - 3EE .PEG. n 3- X 74- vWD STAKE SET .11Q. V. - GRAIN SYSTEM AS P[OIRm- PEIt viEG: F9tF. rvc PRe nrx 3q'.c- M1 m Ix 42w I' K GEPrn MNvH� KAE PItID '%-: ] yv mAFeraL wwn Rarlc LaATE AT mr.E of RAOf aKl ns Brox CITY OF CHANHASSEN RECEIVED JUN 1 1 2001 CHANHASSEN PLANNING DEPT [ro,LiTE4W-R rEnrQ, ar >Rff srlwro AH WGiMi®. R 5 i1E ftMIPKiOLS [PIWI CN NT r0 Sr t i1�5 KKV9l r1f [4MRKt{R 5 `QIYRl9E I�WM ASH[ Ae�x rr� x A ruNxxprt rIE MMA1rtv 19iY n3 rs u♦�xa 1 �LATM- TO�iT4T zap•[ R uuw'. tufa �isE ceoxA orcr♦nrOF LIZ L.w� `.1OR A� � —n b TO .L e[ WIA.� AT I— wTKL.TIOL...y o.� ra`.`=a.noMs Al1ID b.xA. rMEXaEi Po P ucIF1lAnr Too 0otl.wc.' M101xr tsCYM'E xp,E. ca[nx To bw.E ze®orn eAmeap [arr uaE�lm®mleevwt wnw i0 ff M fLNfKi L[M.gIK RALE RpOr a,LL b.xlr RASAI aAff Is r raoc ema[olro xeAsc pABF smug u sA rxa - e' • m oesr� nelpevxs rtTFJ b'o SIEA SrNi RAEdxs-rP¢ Rsoeour voEAu To yT www To,4 a,ROOT , .4- L�-rtl 1tlJ4lx 1�H Y[LI ftNRRK YA-`rff Y'FL. T�1 Y F Y F N -INA STIIF YT AL AWA£ zoo oaux 5,5 +m warm [el yrs. 4.0. MYEl@I ICIF, 4P Mt 681x. F0.IID N 3/4- pALEi6[ CR V PIX.K CO+Hi Nb-FlLTER fA9Y4. / I 1 CONIFEROUS TREE PLANTING LI —-M— 4' SNOW FENLE WITH POSTS BO.G. MAX) 0 DRIP LINE OF GIRER MOST BRAVOES DRIP ow 4'rJIREDDED HARDWOOD MTLOH, RQ9 EXISTING VEGEfAnO . PER of , BEFORE INSTALLIIG MULN. f£Hr`E • DRIRINE R AH TE: T RtOfELTION S BE PRWIOEO BY GONTRPGTOR A5 REOHRFD TO EIELRE 91RVIVASLLITY OF E%ISnN6 TREES TO RB K NO EOAPMENT OR MATEW SHPLL BE 5TORED KIK nE TREE cONSTTNOno 5ARR AS DESIGNATED ABOVE. 21 MIM04 TREE PLANnN6 DETAIL , 7 , TREE PROTECTION DETAIL PLANTING DETAILS 913 hYc011n Mall NinxopMi., MlueWu 55#_' pMvllfl?I]3E )5_I e/ 111133149111 m /r4♦ton SITE FOR 6570 CHANHASSEN ROAD Ch.h.., Min.IEsate ee�taap MYu. a4c44Ma orm. su<erx®� TTAA—FIs-[ CLMHCmi6am Lv. )M DFA PM, 4. wnt Dn Ch , BHAF yule AS NOTED De¢'. IY10.3006 R—Tico WOW7 Cityc.. LANDSCAPE PLAN L1 SHEET 5 L 5 I I i / / NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER ---- OF SECT. 1, TWN. 116, R i G. 23 `i I I N ow W 1 LU W° II w 00 In O W Ip 00 FOX FOUND X INCH -IRON MONUMENT i 0.2 FEET EAST HOLLOW S 89041'52" E --260.05-- 7awi ICV Cp O WW I O DRIVE Z I I Z 73.33 � o— — — — — — — — — — — — — — — — — — I C? a?/ , L--_-- 220.05 O — 1 , � � I m I l i N r I• 0 I Z O 30.00 w N 89'42'14" W viI I i PURPOSES ARE SHOWN THUS: , 0 I `------�I o O O ii / OI r / LO z / �I Zn -1 5 �- a W Q I I I / v.q) y' y I J F% � / /1 I � N 89'41'52" W I / --220.05-- O 00 - - - / W 00 CD O 0 O CO L(i to O n OI lin0 I z I 1 % * ur F 30.00 I r N IN 89'42'14" W I _ --- 0 1 N 89'41'52" W I 43.37 z L---------- 220.05---------------J I -'- --. ------------------------------------ 1 I I 10 � I 1 I o ��/ O 5 _ PONS\t, tG EPS MEKj ! n Woo S 79y7.47" W io 50.51 \ I O N S 83'48'01' W \ 1 —_--`) 1 220.05 O\ FOUND INCH I_-IRON MONUMENT 6/1 0.2 FEET WEST I I I O �NI/, / --260.05-- S 89041'52" E r- 0 11z_ FOX HILL ------ 410--- o— — — — — — — — — — — — — — — — — — — — — — — — — — — — C? a?/ , O z m I l i N r I• 0 I Z O 30.00 w N 89'42'14" W viI I i PURPOSES ARE SHOWN THUS: , 0 I `------�I o I lin0 I z I 1 % * ur F 30.00 I r N IN 89'42'14" W I _ --- 0 1 N 89'41'52" W I 43.37 z L---------- 220.05---------------J I -'- --. ------------------------------------ 1 I I 10 � I 1 I o ��/ O 5 _ PONS\t, tG EPS MEKj ! n Woo S 79y7.47" W io 50.51 \ I O N S 83'48'01' W \ 1 —_--`) 1 220.05 O\ FOUND INCH I_-IRON MONUMENT 6/1 0.2 FEET WEST I I I O �NI/, / --260.05-- S 89041'52" E r- 0 11z_ FOX HILL ------ 410--- / O EASEMENTS FOR DRAINAGE AND UTILITY i PURPOSES ARE SHOWN THUS: , \1� o W 15 I - %, -1 5 �- Q I I I I BEING 5 FEET WIDE ON ALL LOT LINES EXCEPT ON /1 THOSE LOT LINES WHICH ABUT STREETS WHERE THEY L/ J ARE 10 FEET WIDE. UNLESS OTHERWISE NOTED. LLJ O 00 00 � • DENOTES IRON MONUMENT FOUND O DENOTES IRON MONUMENT SET Pei O ORIENTATION OF THIS BEARING SYSTEM IS BASED ON THE EAST LINE OF THE SE Y4 OF THE NE Y4 OF SECTION 1, TOWNSHIP 116, RANGE 23 Z HAVING AN ASSUMED BEARING OF N 00'18'08" E Q 0 GRAPHIC SCALE 30 0 15 30 60 ( IN FEET) KNOW ALL PERSONS BY THESE PRESENTS: That Steven J. Rust and Cindy R. Rust, husband and wife, fee owners of the following described property situated in the County of Carver, State of Minnesota, to wit: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Carver County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. Have caused the same to be surveyed and platted as FOX HILL and do hereby donate and dedicate to the public for public use forever the Road and easements for ponding, drainage and utility purposes as shown on this plat. In witness whereof said Steven J. Rust and Cindy R. Rust, husband and wife, have hereunto set thier hands this _ day of 12007, Steven J. Rust Cindy R. Rust STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of Cindy R. Rust, husband and wife. Notary Public, My Commission Expires County, Minnesota 2007, by Steven J. Rust and I hereby certify that I have surveyed and platted the property described on this plat as FOX HILL; that this plat is a correct representation of said survey; that all distances are correctly shown in feet and hundredths of a foot; that all monuments have been correctly placed in the ground as shown; and that the outside boundary lines are correctly designated on the plat and that there are no wet lands as defined in M.S.505.02, Subd. 1 to be designated on this plat. James H. Parker, Land Surveyor Minnesota License Number 9235 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing surveyors certificate was acknowledged before me this day of 2007 by James H. Parker, Land Surveyor Notary Public, County, Minnesota My Commission Expires CITY OF CHANHASSEN, MINNESOTA This plat of FOX HILL was approved and accepted by the City Council of Chanhassen, Minnesota, at a regular meeting thereof, held this day of 200 . If applicable, the written comments and recommendations of the Commissioner of Transportation and the County Highway Engineer, have been received by the City or the prescribed 30 day period has elapsed without receipt of such comments and recommendations, as provided by Minnesota Statutes, Section 505.03, Subd. 2. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA Mayor Clerk SURVEY DIVISION, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this 12007. John E. Freemyer, Carver County Surveyor By: day of COUNTY AUDITOR/TREASURER, Carver County, Minnesota I hereby certify that taxes payable in 200_ and prior years have been paid for land described on this plat. Dated this day of 2007. Laurie Engelen, Carver County Auditor/Treasurer By: Deputy COUNTY RECORDER, Carver County, Minnesota I hereby certify that the within plat of FOX HILL was filed in this office this day of 2007 at o'clock _.M, as Document No. Carl W. Hanson Jr., Carver County Recorder By: Deputy ADVANCE SURVEYING & ENGINEERING CO. . CITY OF CHANHASSEN RECEIVED JUN 1 Y 2007 CHANHASSENPLANNING DEPT _...... — ....._ _.... --....SCANNED ""WAST O `0uDt Of M IK`U7n A511ROF m TN[AST CIYHEY--__ aMR NM P/AT f7/.6 NO. I OpMCI. iMMIi v �• c" "."a FOX HILL I I I a KNOW ALL PERSONS BY THESEPRESENTS'.Skren1. Rust and CindyRust husband and x'ife. ke ownersof S� tM flbwiug described novated b the Cown' of Carver, Stale ofMiunemoa b on property S w Thm pan ofthe SouWeazt Quarterofthe NoMeas QuanerofSecnon LTouuI ip 116,Range23.Cansr county. MmnemMdescnbedazfollox's: Begiwbgmapmnt9n E imeofwdSouWeazt Qummrof Ae NoAe Quannr I OF CHANHASSEN distant628.3fatsouthofdre Noble comermeaof.Neem Wemmnghtangle26005fay:thrnceS &anghtangles l.h Eaaline335ofWWmr mt S Ir�jO CITU 235ofact E;w&xtnghtangles2W05 h ."F .6--Nmmawngsaid L a6 00 RECEIVED ofbe8®mg _-------J -----------J M �a IN. Haven d Me sme to be sune%M mtl Pbn<d az FOX HILL and do hereby dmute and d�tithe ublic rot pubic JUN 11 2007 useIn—me Rolland msco'ents for p Mmg, drv"a8e and utility Perry azshownw Itis Pkt. ' FOX HOLLOW DRIVE I' Z b ximrz<xEe�wf wd Sevee 1. Ruaatd CiMI' 0. RuG hmbaod aM xih.lave M1eawto s ad�icrlmids °is_ day of °Yo�lwT S 89'41'52" E CHANHASSEN PLANNING DEPT 2007 --260.05-- S. I. Rum Cud, RR. ' — Fan n° _____ m—_ _______, l O STAMOFMINNISOTA 1 COUNTY OF /!L= Theforegoiog mmxnNnl swxkdged before me Mis daYof 2007, by Sk.'rn 1. Run and • ..--- aO onf. CwdyR Ruq huiland aM xifc. 3 QI •• I 0 Nowt Publk. Coven, Miooemu AN Commisvon Eyn- I 81 I heaby a ou thm l hu'e w and d the Pm�m. dcscnbed w this FOX HILL, rhm th 1.. is lure Y • u l fCsTY dL.bn hpiat url less rtprtsmtmion of aid meas': mm all disunas arc wrreNy 6r—nm feet and M1undrttlas of a runt tlml all monwcnts dun bac bounnulmure mmNy dagvd onMplm and \ 'P4Ur�R NaSA9tGFM TSWUSTU� mrretiv plydin tine gmMu:ancl ouide that °rtrtxmlandudfind vs MS50302,SuM.l toMdesignatedwduspWLon. L ,�•,� !� _ - o --� ---o - -� _ H. _ _ _ N pp'�1'a2' r I ` T l5 I Mmamta Li=ve Ntmsber9235 / f r-_________=M1b_______________-J -'1 - STATE OF MINNESOTA yn ger —I F` COUNTY OFFIENNEPIN I Thefor pobg mnxyon cenratexaz rknox'hd8ed before vre Wu das'of .2W] / q�al v1 t t by J. H. Parka.Imd Surm'or. BDNO 3 RET a M A° LOT 116 D T OM 1M¢ ID1MCz0Tls[rsrcr ; 0T RliFeTs rMIR°Tl UI LIM Noonf Rb cwt. Mimseav L `JJ) E� a0 01 A 1'a1C[C I PO 8 I• q W 1 RY SSEN. MPINFSOTA C OF CHANHA OD 1fj F L•_'_ I Fri = wW-1 r '1 0� 00 TluSplmof FOX HILL.apOmvM andaceepred bythe Cin Cownlof flurfl en. Miunemtamaregularore l 017 01 YRy'Tf YI $� 1 Y ppg1L5 NM ��` L°M durm4 heN this da5'of 200 Ifapplimbk. do mean yunuuts aM"o—orlon-1of Invury Engmcer, have been by %e Cit. Ne 30 I -"----'Ii1L N00 NON the Commissioner ofTraespmrmon and dM County H received or pmwnbed 1 t7� OC?Ia1F3 YONYFNT SLI day penodluebpmd xithwt recciplofsuch mmmrne and remmmcedmiom, as pmyided by Mine. Stmutea Semon Z Y I a 1 17 0 tl NTATvl OF MS LLMb1O MILY R 505.03, SuM 1 I J 10 BaSm w M GSt ILF 6 M Y1111aA�MMpOpLL eyy]E] F 1. CI Y COUNCIL OF THE CITY OF CHANHASSEN, MWNESOTA ifi 1 Z w O .ss)II il OO fO' C L/AF a• r I N 89'41'52' ■ L__________�229.ffi-________J Ma" CIM I 0 Ii___________________________________ SURVEY DIVISION, Gna County, M®mn I 1Oy \ pr Chp 395, hfmceann lms of [971, this plm Kuban WprovM Itno of I 2W7. Ql9he E. F�Se, Giver County SuraSw Br: I '/ 1` 8 /S �l YY g ^ 0 COUM AUDROM SURER Cars<r County,Maeemta I ' Lir �� '�a`• N�s (�/ thereby cenifYtlutun payable in 200_and Prior yxars lure ban paid forlmd dcsvihM mOdapl#Deed this_ day of_2007. \ M O.N •--' Vin E0 By De h _-- S1.Ar__ — N �l I %—W— sssYaVl s'"YaY COUNTY RECORDER, Carves Cmnn. Mivcema SAI \ L____L 1220aS O H• Z Irebyce. thm°e xiMw pW of FO%FO.L wasfikdbttia ofRce ths_dm'of .200)N he k_M.a Doml No. edaam I .__npY aYC�11111�[T --260.05-- C W.Il Ir'G rcawaS Rawder Be Depen' S 89'41'52" E i ccn n I l Off / I = O/A GRAPHIC SCALE I — / </ --- ——— — — — —-� I / / / I U IwFQT1 ADVANCE SURVEYING & ENGINEERING CO. Y I I _...... — ....._ _.... --....SCANNED arY I Gp-P'4'N NwME I SUEMIFIG H.V£ I K.. _LIFTED JI LOIpI LgIT. y= /j— PLANTING PLANTING SCHEDULE O 15' 50' 60' LANDSCAPE LAYOUT PLAN T'• �' NORTM PMR09EO SXwLE TIEEE � FROPO`�D LGMTEPQS WIFE 3O, /b RPpnl®- RWDF ALN 1 \ Esasnsu eranreegr< rREE _ � 1 1 =_zlznNz sXFpE n*EE GRMNffMAL TREE PLAN LEGEND d .RSEx TO --10", R,RT T. RrERe %, R10 M Em( vAMETER TO BnRW25 —T a¢ RA a�oOR ,oda.uTTInI .RaTAITd.XE�N LTT ALI M a �w,x.m.ru,oRra�.'E oEsr y.cnoeo..m>,em X.d TTTTA� AAAA-- ITT ATTALL TRR. IT L. .s"OTI,I, A TO aGw E�"mRrOm mAOLY,I.sr. s°`nEw. . swi xE mUGLT TO aE L..OrYRre°L1. LAEu ERo. 10 OE5..o Mf.+�. RA ulos.Ae'E.,RAc,a+s rawaa.m TO Ea1°�"ic �'.uMR Ew..OL .'o alnvrsAOII ca..Lre x ALL l—. A'o'—E LE .tA,Y11rEx, YF.nv KM v�nn TM OR .11 OLF-4R 1. —u .l :LETT. LR YTE ro 1. Y,4L aF 0.a WT TO TI(LL�nMK.w 6 M L.—TRACT /RLw,O YR n"OL4 A T' h TO eAf+rE E. 1-L RIOTATI, AW AA AAA I �Al OF �,L.:�MTAL� �T--AI, TO RROACY L. ART 1.LLm : AOT,aI an. MdtiTOw Rd,OaER �n OL mxm n.+,.i ..,ii,1 T. ARP'siD x Vmp aT,K1L.`OY u0ARC1. Aatiy A M—AL IYALL CLT.. YTu „E LArtST EOTR , 3 yl OOOiY RCEapb yqN yw A, t,,AO, I . . 1 TAT wui a,.w+aw - LOSERS 3 ff m.t T.E 15A -L rtav, YxHNF s p CY6 N OUNfnEb z. Y£[Frsin6.'p pE,ALS TA[F fqLAT¢pb•IQ o.F,e MRf PLANTING NOTES u ElnEnn�m, Rn eartr»EOLuaT. r A, rO, AAI -T YLx 6 aO rW,LR AT— IWAT— E. abs dd�.a., �,a,�,�xrxE,FQRE AL— TLATIRAT.. 1. 1— D17TALS I-- AARAA RIOT. EFv.o CO.En RTR-A A+flans. �IITG OF .: LITALAT °a,s 1mi aas"eoi5 —o 601 _ rrnAc.Ro.o.TE, O"""AL c„ rm�`u neo.Ev. I`, ti.KL.�° o TAT, I.w ART. — T O,u,o Ew LxsMO+ a wEI uTOR aess m,sa"wE`e.,..x.wsa —,A OR EO .,"OOT"crew L a,x.na �`AOO�,TIow TO'.E OI..Fn w ARE T 6 MYLLMTy ALL aFIT,L TLArOYM __ YwC TUYtC W YTE SL,ALL BE .`Aa o XEY, O TO ITE LErorm we Ya.e HmTq..O .'u YL— 2wA]uuL OR 15ROLOLT TO TK ATTOCTp 6 M xmE. IYYI KTeW..IE IETYA' pF TPH STMC,MS NeE TPRI ILrR LNIT: T 15 TIE (IMTRALd TO STKE 1PJ£R. ,l'J'EYHy TIE CCMNACTOR IS RE5PCN4PLE FGR MFM NL`I&5 rE�S Ix w PWe PYJTIR, TM0.Wgli i1E 6LLWFXr[E PBUW sc 1 m r v.l OF NOLF sww TO sLANnNs W.ELE Sn3A10 1A 6A. 1- -5 MRiTfALP (F 1OAT 1 TEENY ) (AO ML FI(J' WOE IT s RM R,R FLP6GIIK - GTE {ER NRE ROOTBF.Ll TO sn OR rr.mm zu65RKF. ..I rW 19 -A bA1M I,,, RW1BAu. p YIIT "LL"" - A' L4EY -SEE •JFL R.Vrt1,lS SOIL - SF£ SPK. ]'x]'n]rF 1�i AT wr e EOYE raromw, vWOEs . sff Tj .sx ro� LIKATMT IT IE,XLVi (F 1R3 ziNJN1Il£ W61IUl6,.liITT M! KLpX Lpll[Nd 5i.V111�5. IpE\qL M (GMRKT(R 5 R� .VN11P65 N A II.W..1nY M P95 •1. A CITY OF RECEIVED SSEN JUN 112007 D WW@iA M PLANNING DST xTTn Toni,E w� � xac aux tea. R ITA,.a E L� OTO,TRK,d Y,.LL Tla a ull.u; s.'i A— ee RTA�aan A, AOOTTIOAAL _, TO TTR LIYES .Yae.`eMa`R..x.xi,,l�".�.n RT RO,TRO oIn.xes Y,ALLa xST.LLm sow> oow .—_TA.r:laAmwMe..ro ORE. ART RA -,R. 10,4E L..OEr..EE CONIFEROUS TREE PLANTING LI -- BLEVATION aw.�-�IO�O o,oe ,•o1—. �e w�, To IxR.NnL ORAR—[sX4TIKOT. r�.san ro,u.,,F zA®cv w.xwom MILK IO,R JI®O,IFAML. xO MAd TO S IT N [dTKT MM MNC RKE MGr pV1 b T,MT plull fVq 51' AEhE 9I%LPM WR. WBE STvwp IA OA rEfg-3'. W A. ORR A. T1'/IPdM1EE OR IlElM1HE (W 1,41-V1' M[E STRM nTJ 0'4 51� SiIXE Il,R6X4-PW MR pCGi P41 W TO ITT OTR,, a 9 !TAL, 9RM Fxw m In ff sem eAu MVH.' C�.ro MMIYO (`8 Y4L1 CR.JIL Y z Y %iA' MVJ sr/JE SET Ar NL%E SCO rnJnl snTel As �>.Ea see YEe ' PXEi9( µL'6✓®I 4E MR IgIN EµID Rif Yr' PNEl6t LPM1 Pm l0.91 W Y M,,LR FAR,IG 4' O Y FENLE WIM PO5T5 B' 0.6. MW B MR LINE OF GLITTER MOST BRANGE5 DRIP LINE 4- SIREWEO NAROp10L9 M , REMOVE Ez157I146 VESETARON, F£R SPEC. BETORE P TALLINz MA.OH. FENGE • MIR -114E 9I3 N¢oflrr Mall Ninu,p,.'6( M,u[rrv, S3M' xx (blJi3310936 x 'Lawn/ordn�pn SITE IMPROVEMENTS FOR 6570 CHANHASSEN ROAD Mlnnesow wa wLmw,.wm.maL O.. eftlx Slm MMmx xme L mfrte DFAPW,mO4- XY2l 3O, /b RPpnl®- RWDF Srzlc AS NOTED see NATE-. TRff PROfE rJ1ALL � FROVIOED BY GOIAME TOR AS RrYIARED TO B£BE JIIF , ROT, A' dw sees. we rwE WTX spec- FLwe¢ m 9.R XIW NO GR MATERIALS SRALL BE STORED OF Ixl$nNs TRF5 RE 5 X'. .z' wN. oFPn, A,rte� IDLE FILLm Tn vA' mwETee wwx Rxx. IM T)iE IZE M IATEVBrt MITIXN TIE TRE£ GONSTWGnON BARRIER A5 DC516NA1® ABOVE AS LCL..rE wT cTSE aF ROOT oALl As slr»L ^ (SDE IOUXIS TREE PLANnN6 DETAIL / K-5'` TREE PROTECTION DETAIL LI s.... vr.r4 LI salt w'.r4-s-..rm �v PLANTING DETAILS 9I3 N¢oflrr Mall Ninu,p,.'6( M,u[rrv, S3M' xx (blJi3310936 x 'Lawn/ordn�pn SITE IMPROVEMENTS FOR 6570 CHANHASSEN ROAD Mlnnesow wa wLmw,.wm.maL O.. eftlx Slm MMmx xme L mfrte DFAPW,mO4- XY2l DrewNCheeM: RWDF Srzlc AS NOTED Date. II-J0.P0h Rmvou. WOBLI e,y eommeou LANDSCAPE PLAN L1 SHEET 9 6 9 UUUY41 111101LJ A1.11VVCLriV 1L, l•1-INl(LBJ ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May, 2006 DRAFTED: August 28, 2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 for submission, runoff and hardcover calculations to follow Monday morning. REVISED: November 29, 2006 to revise plan per City staffs markup of plan. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanbassen's ordinances. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional En d av r�4/L Professional Surveyor under the Laws of the State of Minnesota. s H. Parker P.E. & P.S. No. 9235 LEGEND 934 °•�A.n+rr 934.5 — Y PmOPT.iS�xP�I� —S— Owpgal�lw,si. PRELIMINARY PLAT OF FOX HILL GRAPHIC SCALE w 0 +s w w (AR}) v�v ms rmm ®� / 3 1 11 1 m x1s+ ... a rorli 4 12f Tµ L"OO / 6 i W> 1 �1 1 11 5 A G Patio FOUTLOT A ' HOLLOyY ISR — s A 1.311 IOTK HC/M2W ep fl. Niµ LOT IAEA . 1. Ti]IVv K Il NrK wT __'I [`ll m x1s+ ... a rorli 12f Tµ L"OO 6 I I I I I I I I I I I 0 w 0 O 3 0 w 0 O 0 3 DRAWING NO. 060947 HARDCOVER 6 i W> I I --------------- I 1 � 9 I I I I I I I I I I I 0 w 0 O 3 0 w 0 O 0 3 DRAWING NO. 060947 HARDCOVER Uovy4/ 1/110/L3 ALllv IICLl1V 1L, A,nt1,ICLCJ ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May, 2006 DRAFTED: August 28, 2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 for submission, runoff and hardcover calculations to follow Monday morning. REVISED: November 29, 2006 to revise plan per City staffs markup of plan. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof-, thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that survey was prepared by me or under my direct supervision and that I am a o essional Eflpine Vofessional Surveyor under the Laws of the State of Minnesota. J �1l VVV� James H. Parker P.E. & P.S. No. 9235 LEGEND 934 934.5 o� M1rwq�lifmpO, q.Sv x '—v— mee�sr.er rl PROPOSED EASEMENTS FOR ORUNAGE AND UTIUTY PURPOSES ARE SHOW THUS r ------------ I I BEING 5 FEET NIDE ON ALL LOT UNES EXCEPT ON THOSE LOT ONES WIOH ABUT 15 STREETS WERE THEY ARE 10 FEET NIDE. I I I I I I PRELIMINARY PLAT OF FOX HILL GRAPHIC SCALE {SEI T6}) A OOUTLOT A HOLLo#r --]59.8.5 S 69'4714' E-- -1 I ' I u,. - o 711 1 --- - -y--1---- ---- I / uxm ro n I e a� I fi/ I I / I / I I J o� x � rl gIR M. m r---- I _ / / / / / / � w 3 0 1 �1 \ \� 1 II i 5 A OOUTLOT A HOLLo#r --]59.8.5 S 69'4714' E-- -1 I ' I u,. - o 711 1 --- - -y--1---- ---- I / uxm ro n I e a� I fi/ I I / I / I I J 0 w 0 0 0 0 w 0 0 DRAWING NO. 060947 LOT LAYOUT o� x � rl gIR M. m r---- I _ 0 w 0 0 0 0 w 0 0 DRAWING NO. 060947 LOT LAYOUT R B L/ LLNT SIZE OQ-E"B1T5 PLANTING SCHEDULE O 1550' & I0' LANDSCAPE LAYOUT PLAN 1A= 50 . NORTH PRLr09[D SNAL£ TREE 4 } 1'Y' PR6tlfiF0 GONIFERQY TREE 0 Scsk AS NOTED Pae SPEC, I/' ,_, :. —.,. = a' qw PERP. Pvc nfE wiv SpLIC- RALEv IN EX15rIKS C4WPERgP TREE 'X x ] a3' MM_ cEPln A+]DEaEp IYiE FlLLm wTN �AvIw-E:TErL vrwn Raul. NIIHIM POTHIN 11E TREE CON'iW.GTION BAWi1Hi A5 DE5IGNATEp AEOVE. I - EtgsruYa SfupE CRE£ LCGATE wT ®SE 6 RGOi pµy A5 yCL\pl l 5 1 TREE PROTECTION DETAIL rROPoxD aERAP¢NrAL TREE \ i L YIiE L6'. rd --Se-as»'� PLANTING DETAILS PLAN LEGEND RIv44R 5Yi RICECoTO Co�61mEw ToiKat R[s YsnRDE G A� NTAEp a4a55r,LL1'E R1Z 4Y v WIu T �ruV^ vb tOgE� LR . pEEP YNYJEO uYWSO ruW ix5-wClTALA— IT tr�e�uw Eawa TO AO—Iip-SCRaI�n DOTI Ec ITIDAOn Li DQE ESrW-n TO M eTeLMp p4Y OF M L� EfbaMAM Iqw TO swan O= EGR'R�C'ERnR M nEiESLLZ PeeELStE �R eG MAMD. I-IOMI, AMID I. pgALyrt To nE enMIOC Ce T LowOSCJ'£yeRY .. TO Ls xR.DO r— T�TCNME AA fTEECT T LAMDOCx ACCT .f Lw YCYL rtRPYE ero Saar --T T pR III TOLeo.«T Tom.—AT— ANDE,TE OF —T-- TOTALLAT— AMID 1. — IMEE TIME nsnmmiai uart .1. TOro vERrt SEVCCBC . pwTiGFTnEroLYO.Ke.PE operESCKT s ME -AMI�T OF OIMVasE. RfM6YwM GD TL i est Scams TEF xom hurt. a.�.rMOL.—� ER.un.p FlOOM TxL ID_M AAD 'AD— L. Exbt YC"ECP✓JT.AMID O A,. 1A nECZygi¢MOTO SpER rcvrrz. Co Puma .rarteaz ull x vaurEnu PLANTING NOTES IN TFfEA- iCSn IDMO YLLEE SRF OY11.—A, alpYyq amnT[n wT e5 rvO •nnCx toAND IALL AMM AM I—MOM OF .� o�5.xwµ5. DTAO46T� OF AT LEY .Y A—IT O-n� 6RCTURtn !PL EaTETVRHE FTSn i- vyAN { LrPsuS TdtwCT(R yuLL Tuutsi PJYr uRnES FCp LR1nI IIYcs.w ....5. cpi}nS..PcS'w.uEs ..L.ED U(fKi LR43(c4 CMneaCTP[ eT ta�WEi 1 L 6WFcsRi YwC ItebYfO FP50 M YIE .a OE 20 N W AMID . E .,,0. RORO tTOOO.ARE L�Imtl� Oe LMs TTO Tn ATRGAIIII�FA6 TE EtloYx4 ug MAMMALSMOM —TOI MD, . iIg£ STMCI�iyS Ap jL� HIED, IT 5 T LPtIR TMS LNI(M TO Sr TR6_z. KVEv9y TE Lpt1R TL IS RE YO CGCaE "DD n/.MrwwM riHS IN A Ryp MJi1G TF[EGCgfF nE WARCN+IEE PH[IW MDXl PromrTWo sloe CTP H0.E w ro fLAnrels TO r+aT m.5ncn FLwselna - CTR ree nRE ROOTBALL O I 511 qY W Il?Imm SL9GRAC£. REIgVE T(j 6 b..RLAP gIOnC RNIHµL ow-.wCc rucn - A' LEFP - 5eE SPCC PLwmns loll - se sPrc. CITY OF CHANHASSEN RECEIVED JUN 11 2007 CHANHASSEN PLANNING DEPT OF A .—A'..meAvn TUS.ewa AMD— MA -1 IAD LUN5CaF4C TQACTOQ IAAuf CT Ex157AD ROAD5, nYdS, n£ES L— 1F+ tuOSDE Fy�[M5. DI—DOD AT AMID CS SWLEE Sui mb TCep0.5 DO ILD, IADMO_ TO E Croy. w AA—M AMD AMID DMAMAII 0, MAIT DE / l-` C.ONIFEROU5 TREE PLANTING LI YJLS Vl. Fd ]' Y v' x ]A - Y 5TI AT M E IT. vwue-sff Rr ELLVATMN f�TE ccSErea ro xnw nE®om wmoov TD XIN �MGMKi nM IRIK RALE 0.M• i BLLL b nUr DASV. RA@ 51' IgT4 SAWIACLS M/DE. IXAHE Si0.V0IA M CSIE - 3' S lb oeeAe wtay.Ls mm3 W'r -TIO'5 wraLTEivnectAo D'O Sim ST. FlAE6PG - PE:a nlg RPT&Vl ro %T pl yCgV.0 W4NE RwLM FRLn TDD i 16 19 6 RNf TSau.A vE®-ro TaEvmD tss vTc1 T� Yl -'8 YTL. CFyAL S Y Y %]A' NCOJ STNF YT AT AWA£ DJ' BI -E 5TR/.CD 14 6w pRE - 9' • I]O GC6Fff Eng[VµS ITIPJ W' I0.7RfL4C1HE Qt fCLYE1NM1HE (AO ML 1-I(2' wGE sm P T3 TREE wLwP .. 5151@: AS IFpIF�- f5l W.. PA-EIIX NYE:®CYI. E. A]' wN LBIM. fllH] ry 3/A' pwETBt p[AW RO'F LOVR W D' FlLiQ! FAfgIC. A' � FENLE MTH PO5T5 0 00. MAXJ ®GWP LIRE OF ORER MO -r GRANGES DRIP LINE 4- EIREDOED H� MRLH. REMAVE EXI51T% VEGETATION, PER'XEO., BEFORE INSTALLING M GH. ffi10E ®DWPLINE 913N,..1k,Ma@ MlnP".33U3II r.11332 W36 xxr'Lomm(arbvC[m FOR 6570 Chanh.ss MinDOW �L �ra: en ISI.Pm.e PaaN Dt�el�muR �4Mm eICYLo¢1NoxpC mmm FxL CLwAB<ut6mm 5. )3 DFA PmiaT E: 06211 PE/Jn SYSTEM AS 11PdIREO- BRNF Scsk AS NOTED Pae SPEC, TREE PROAE SHN1 BE PROVIDED A5 REOINREO To ENM ,_, :. —.,. = a' qw PERP. Pvc nfE wiv SpLIC- RALEv IN WGONiR/-GTOR %RE Sn 5 BILItt OF EXISTING TREE$ TO REMPIN NO E(i11PHENi OR MATEW PLS SHN1 BE STORED 'X x ] a3' MM_ cEPln A+]DEaEp IYiE FlLLm wTN �AvIw-E:TErL vrwn Raul. NIIHIM POTHIN 11E TREE CON'iW.GTION BAWi1Hi A5 DE5IGNATEp AEOVE. LCGATE wT ®SE 6 RGOi pµy A5 yCL\pl MiWUS TRE �OE PLANfIN& DETAIL L 5 1 TREE PROTECTION DETAIL LI YhE K.Td L YIiE L6'. rd --Se-as»'� PLANTING DETAILS 913N,..1k,Ma@ MlnP".33U3II r.11332 W36 xxr'Lomm(arbvC[m FOR 6570 Chanh.ss MinDOW �L �ra: en ISI.Pm.e PaaN Dt�el�muR �4Mm eICYLo¢1NoxpC mmm FxL CLwAB<ut6mm 5. )3 DFA PmiaT E: 06211 DnwCChvkN: BRNF Scsk AS NOTED DaR: I Id00.H Rrn WOW Cin Comnrvu LANDSCAPE PLAN Ll SLffET 9 OF 9 FOX HILL - PLANNING CASE 07-03 $300 Subdivision $250 Final Plat $200 Variance $500 Recording Escrow ($50 for Variance and $450 for Subdivision) $200 Notification Sign $1,450 10 Spring Homes, Inc. Check 11332 Location Map Fox Hill Planning Case No. 07-03 City of Chanhassen Y I Iii+Pl II��I oil Em !CANNED a i .J P R 3�1 IL elm 9 A - 44 Is 7 7771F, Rr, mmm omm mmm mmm omm mmm mmm mmm m - z-0 NA A • k 1` 1 _ � ir• ��r 1 r 1 1 { 4 L 1 I • t 1 _ 1 I _ 1 � •ti ,- •Ids 1 : Y �r. J:•`�.•.i� �'-," � �I...y �`I ti1�V + r• �. K•, j dip., Ly J.. �_}-L. �-' 1 _ —.L�iJ �'� -.•y �/ _fiV .?�i.a1� ti ��•� � �R f "- •ti aa�i t ••r��+�r ?il r .gait _ _ - �~ �•}��••.�.. r. �• 7 r , L q i aMP_a_-aiSMIN MEN_ ■ I E F'' — . Pc -■ . �., it MOO ..9*6 ■t x_ ■ L x LJ6r-j nip .. ME ARM MR, ME ON WNW M S m _ ■:'� 0% WEE n�mmp IME r -jr 4 WINNER! MINE win �.. A& ll -!El a I ■ �1 I it ■' ti Ed MIN ME ME OU � 1 ■ MINE MEN _ • ■ r ■ : ,• MEN EMEN onMEMEN ■ rME i i w , 1 • L._ _ w_ ._ _ ■ ■ ■_ _�• ■ I E F'' — . Pc -■ . �., it MOO ..9*6 ■t x_ ■ L x LJ6r-j nip .. ME ARM MR, ME ON WNW M S m _ ■:'� 0% WEE n�mmp IME r -jr 4 WINNER! MINE win �.. A& ll -!El a I ■ �1 I it ■' ti Ed MIN ME ME OU � 1 ■ MINE MEN _ 9 r —gz+ -4 1- F I Itto sa _ "BC - 1 Bluff Creek Primary Overlay District 1 C' T� Or O BC - 2 Bluff Creek Primary Overlay District 2 T` T ® Office Residential - Large Lot (2.5 Acre Minumum 1/10 acre outside of MUSH) Chanhassen® Residential - Medium Density (Net Density Range 4 - 8 u/Acre) Residental - Low Density (Net Density Range 1.2 - 4/Acre) 2020 Land Use Plan Residential - High Density (Net Densityrange 8-16 u/Acre) Commerical Office/Industrial - Parks/Open Space - Public/Semi-Public Mixed i uwl IIII IC r UDU7'+ / 1/ 1 10/LJ 1 L., l nLiI�L�J ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May, 2006 SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. DRAFTED: August 28, 2006 LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast corner thereof, thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. STANDARD SYMBOLS & CONVENTIONS: • IT Denotes 1/2 ID pipe with plastic plug bearing State License Number 9235, set, if o11 is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Engineer and a Professional Surveyor under the Laws of the State of Minnesota. aamu-z i pw-�, H. Parker P.E. & P.S. No. 9235 LEGEND - _ _926_ _ - Denotes existing coolant line --9N Denotes proposed contour line 934.5 �, Denotes proposed spot elevation 4— Denotes direction of proposed storm water Flow — SF Denotes proposed silt fence per City specifications —S— Denotes proposed sanitary sewer line V Denotes proposed water tine ST Denotes proposed drain the line PROPOSED EASEMENTS FOR DRAINAGE AND UTILITY PURPOSES ARE SHOWN THUS: Ot -------------- BEING ------------ BEING 5 FEET NIDE ON ALL LOT LINES EXCEPT ON THOSE LOT LINES WHICH ABUT I STREETS WHERE THEY ARE 10 FEET WIDE. 5 I I I PRELIMINARY PLAT OF I FOX HIL EXISRNG DWELLING / INVERT / W l w emlun w• eFYF \ \ EXISTMG DWELUNG 1 PROPOSED RET. WALL, \ TDP t BOTTOM TO \ MATCH PROPOSED NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECT. 1. TWIN. 116, RNG" 23� . I " E17 TING W WATEANMI PER RECWORD PLANS JORIVE On-An'11A- C .4 A EXISTING.'1 7 vl II li I 15 571'\S : ft: -C ',0 / „�119�4 Ca4 sq. DWELN 1 I II PoseTt�E spur— —� yN� 9 I I 93+ wR�uT Lq - -II - a ENTRY HOME LOW FLOOR 030 910.0 II I +I GARAGE 9311 I �{ �. 70P Fg1tD. Z 9315 \ _ _ _ 10 TOP PDUID. 933.5 GARAGE FLT - 9311 932.7 I I I I I I LL,z \ I 9m \\ II 933.0 i p I 0 0�1 13119 ' ; —'/ l� I M \ z \ IL— 86'41'24" ,E—_— JI / t�� M; S 89.41 E CUT 922-5 _ 1 v �93� I 30,827 �q. e 1 IV 0 u� area) q \ I \ 4- — _ 9°7 I ate - 9. <31_/ �C-PROF;0SE0 DRAINAGE AID URtlrTEA IT ----4- If aoe '14 ,- �' flip -�LmAnoN AREA � POSSIBLE FUTURE SSPUT ..( 2/3 WASTED SAND 7/tFD WITH ,/3 9ti61 9 2 T FROM O 926 AND SEEDED d'I ' ' LAW FLOOR 92!0.0 1 4 PEAPRVOCT(uAND TEY9"'T R 1I 1 N I \ TOP FOUND. -933.6 _ _ _ - - \ " \ �I .i I p GARAGE FLOOR -931L -928- I E=DICY OVERFLOW Ai 927.0 III LpD eF� �` ,'. I ` sTGRALE 925 To 92j +618 GUS I Ir V, 1,1\7225 11, 926 225 'm . - _926'- I�9 IY�. ' _� _T•'frY �f�� _____ . o p \` -- L��------- '---rr----��> ___oo°o°o°e°eo°e 220 .E �_'o^°o^'^' ^'o 9ti„'--260.22 (MEAS.)-- CAIN F '- --- — I szs --260.05 (DESC.)-- OW�tNG S 8941'24” E PROPOSED RIP RAP Eia SANG LL _____-____-_ B 2?. GRAPHIC SCALE I 30 0 15 30 60M MEMEL— W � (IN ter) N w I I i 1 I � CU N ,w �Io 0 0 Lw tri _ IM 00 1M 0 10 440 ILIJz N L6 I r W I I I I I W , WI W W I -M W W W Mm W MIM WI W W 0 W 0 0 0 LLJ0 7 DRAWING NO. 060947 DECIDUOUS TREES A 1 e, 1 AUTUMN BLAZE MAPLE 1 Acer X freemanil 'Jeffersred 2.5" CAL. 1 545 40" MIN. DIA. I HEALTHY FULL B 1 II 1 JAPANE5E TREE LILAC I 5 rin o reticulata 1 1.5" CAL. 1 545 156" MIN. DIA. I LOCAL SPRING DUG G 1 13 1 5PRiNg, BNoyi oRABAPPLE I MgIus 5pringSnow' 36" MIN. DIA. I LOG 5PRIN6 DU6 CONIFEROUS TREES 06-231 7 BLACK: SPRUCE 1 Picea mariana 1 b' AND 'VH67. 1 BdB I 36" MIN. DIA. HEALTHY FULL INSTALLED H&T. / ROOT ROOT BALL / 6' AND 7' H(5T. I 54B 36" MIN. DIA. I HEALTHY FULL 15ym QTY COMMON NAME SCIENTIFIC NAME GAL. SPECIFIED GOND I CONT. 51ZE COMMENTS DECIDUOUS TREES A 1 e, 1 AUTUMN BLAZE MAPLE 1 Acer X freemanil 'Jeffersred 2.5" CAL. 1 545 40" MIN. DIA. I HEALTHY FULL B 1 II 1 JAPANE5E TREE LILAC I 5 rin o reticulata 1 1.5" CAL. 1 545 156" MIN. DIA. I LOCAL SPRING DUG G 1 13 1 5PRiNg, BNoyi oRABAPPLE I MgIus 5pringSnow' 36" MIN. DIA. I LOG 5PRIN6 DU6 CONIFEROUS TREES 06-231 7 BLACK: SPRUCE 1 Picea mariana 1 b' AND 'VH67. 1 BdB I 36" MIN. DIA. HEALTHY FULL 23 FINE Pinus resinosa b' AND 'V H6T. 8413 36" MIN. DIA. HEALTHY, FULL 24 1 AUSTRIAN PINE I Pinus nl ra 6' AND 7' H(5T. I 54B 36" MIN. DIA. I HEALTHY FULL PLANTING SCHEDULE •15, 30, (00, I •NORTH LANDSCAPE LAYOUT PLAN • PROPOSED SHADE TREE i + 0 • / EXI5TIING SHADE TREE PLAN LEGEND • ADD EROSION CONTROL MEASURES IF GRADES GREATER THAN 3:1 OR IF CONDITIONS WARRANT. REFER TO MOOT SPECIFICATIONS FOR EROSION CONTROL. • PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. REFER TO MNDOT SPECIFICATIONS FOR AGGREGATE BASE AND SILT FENCE. • WITHIN TWO WEEKS OF FINISHED SITE GRADING, DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD OR ROCK BASE • CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT FENCES AND EXCESS SEDIMENT IN PROPOSED CATCH BASINS, FOR THE DURATION OF CONSTRUCTION. • 3116" STEEL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS AND ANNUALS WHERE PLANTING BED MEETS SOD UNLESS OTHERWISE NOTED. • SHRUB BED MA55IWSS TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH WITH FIBER MAT LLEED BARRIER • LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATIONS AS PART OF THE SCOPE OF WORK WHEN BIDDING. THESE SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION IT SHALL BE THE LAN05CAPE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT SODDED/SEEPED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREAS DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION SYSTEM TO WORK WITH EXISTING PIPING ON-SITE. • LANDSCAPE CONTRACTOR SHALL INSURE THAT SOIL CONDITIONS AND COMPACTION ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AROUND THE CONSTRJCTICN SITE. UNDESIRABLE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE PROPER SURFACE AND SUBSURFACE DRAINAGE N ALL PLANTING ALAS. • LANDSCAPE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN THE PLANT MATERIAL SELECTIONS AND OTHER SITE CONDITION5 WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE PLANT MATERIAL SELECTIONS OR SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGIWNING OF WORK • LANDSCAPE CONTRACTOR SHALL PREPARE AND SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF LANDSCAPE AND 517E MPROVEMENTS PRIOR TO SUBMITTING FINAL PAY REQUEST. • LANDSCAPE CONTRACTOR SHALL PREPARE AND SUBMIT REPRODUCIBLE AS -BUILT DRAWING(S) OF LANDSCAPE INSTALLATION, IRRIGATION AND SITE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO PROJECT ACCEPTANCE. • LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO 04 NER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR • UNLESS NOTED OTHERWISE, THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEED/BOD PLACEMENT IS FROM THE TIME GROUND HAS THAWED TO JUNE 15. • FALL 5ODDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 TO NOVEMBER L FALL SEEDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 TO SEPTEMBER 15. ADJUSTMENTS TO SOD/SEED PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. • PROPOSED PLANT MATERIAL SHALL CCIMPLY WITH THE LATEST EDITION C; THE AMERICAN STANDARD FOR NURSERY STOCK ANSI 260.1. UNLESS NOTED OTHERWISE, DECIDUOUS 514R11135 SHALL HAVE AT LEAST 5 CANES AT THE SPECIFIED HEIGHT. ORNAMENTAL TREES SHALL HAVE NO 'V' CROTCHES AND SHALL BEGIN BRANCHING NO LOWER THAN V FEET ABOVE THE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCHING NO LOWER THAN &' ABOVE FINISHED GRADE. • FLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS AND DETAILS TAKE PRECEDENCE OVER NOTES. • LANDSCAPE CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF THE OWNER ACCEPTANCE. NO PARTIAL ACCEPTANCE WILL BE CONSIDERED. PLANTING NOTES PROPOSED CONIFEROUS TREE EXISTING CONIFEROU5 TREE PROP05ED ORNAMENTAL TREE • NO PLAIT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF BID AND/OR QUOTATION. • ADJUSTMENTS IN LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. LANDSCAPE ARCHITECT MUST BE NOTIFIED PRIOR TO ADJUSTMENT OF PLANTS. • PLANT MATERIAL SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL, OTHER APPROVED FERTILIZER MIXED IN WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS OR MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 5-0-20 OF 12 OZ PER 291 CALIPER TREE AND 6 OZ PER SHR15 WITH AND ADDITIONAL APPLICATION OF I0-0-15 THE FOLLOWING SPRING IN THE TREE SAUCER • PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS. • PLANTING AREAS RECEIVING GROUND COVER PERENNIALS, ANNUALS, AND/OR VINES SHALL RECEIVE A MINIMUM OF rl" DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS SCREENED COMPOST OR MANURE AND 10 PARTS SAND. • WRAPPING MATERIAL SHALL BE CORRUGATED POLYETHYLENE PIPING I' GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE. WRAP DECIDUOUS TREES PLANTED IN THE FALL PRIOR TO DECEMBER I AND REMOVE WRAPPING• AFTER MAY L • LANDSCAPE CONTRACTOR SHALL CONTACT PUBLIC UTILITIES FOR LOCATION OF UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. LANDSCAPE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE IF DAMAGED DURING C4C)N5TRJCTION AT NO ADDITIONAL COST TO THE OWNER • GRADING LIMITS AND LIMITS OF WORK SHOWN ON PLAN ARE ONLY APPROXIMATE AND MAY BE ADJUSTED IN FIELD BY LANDSCAPE ARCHITECT. WORK OUTSIDE OF THESE LIMITS WILL BE DONE AT LANDSCAPE CONTRACTORS EXPENSE UNLESS DIRECTED BY LANDSCAPE ARCHITECT OR OU.NER N WRITING. • EXISTING TREES AND/OR SIGNIFICANT SHRUB MASSINGS FOUND ON SITE SHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVED OR ARE LOCATED IN AN AREA TO BE GRADED. QUESTIONS REGARDING EXISTING PLANT MATERIAL SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL. NOTE: TAO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED; IT IS THE CONTRACTOR'5 OPTION TO STAKE TREES: HOWEVER, THE CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING DOUBLE STRAND 14 GA. WIRE - 3' ® 120 DEGREE INTERVALS (TYP) 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, I-1/2" WIDE STRAP TYP) TREE WRAP TO FIRST BRANCH FLAGGING - ONE PER WIRE ROOTBALL TO SIT ON MOUNDED 5U15GRADE. REMOVE TOP 1/3 OF BURLAP FROM ROOTBALL. 1Z:7/ STEELPPSNTTING SOANIC IL- SEE SPEC.- SEE SPEC 18'AT ANGLE EDGE CONDITION VARIES, -SEE PLAN "I DRAINNSSYG TEM AS REQUIRED- I 'I .. ° III 4" DIA. PERF. PVC PIPE AITH SOCK- PLACED IN III III=111111=m =1 III III=! 42" MIN. DEPTH AU&ERED HOLE FILLED eX X 2 WITH 5/4" DIAMETER DRAIN ROCK. LOCATE AT EDGE OF ROOT BALL AS 5HOAN. PLANTING DETAILS TWO ALTERNATE METHODS OF TREE 5TAKIN6 ARE ILLUSTRATED. IT 15 THE CONTRACTOR'S OPTION ON HOW TO STAKE TREES. HONEVER, THE CONTRACT 15 RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE AARRANTY PERIOD. • LANDSCAPE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK. • LANDSCAPE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPFaDMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. • LANDSCAPE CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK AND/OR MATERIALS SUPPLIED. • LANDSCAPE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURES/GUTTERS, TRAILS, TREES, LAUNS AND SITE ELEMENTS DURING CONSTRUCTION OPERATIONS. DAMAGE TO SAME SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER • LANDSCAPE CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS (MINII•IUM 10'-0' CLEARANCE). • LANDSCAPE CONTRACTOR SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. • UNDERGROUND UTILITIES SHALL BE INSTALLED 50 THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. • EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER ELEMENTS ARE BASED UPON INFORMATION SUPPLIED TO THE LANDSCAPE ARCHITECT BY OTHERS. LANDSCAPE CONTRACTOR SHALL VERIFY DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. • ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFORM TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. CHANGES IN THE ALIGNMENT AND GRADES MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. • NO PLANTS WILL BE INSTALLED UNTIL FINAL GRADING AND CCNSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA • 500 ALAS DISTURBED DUE TO GRADING UNLESS NOTED OTHERWISE OR WITHIN WETLAND AREA. • REFER TO CIVIL PLANS FOR WETLAND BOUNDARY, GRADING EXTENTS, 51-07 ELEVATIONS, RETAINING WALL DATA, ETC, t �" Ah/SII' II 2' L I f SCALE. V2' • 1'-0' ELEVATION I NOTE: CONIFER TO HAVE SHREDDED HARDWOOD MULCH UNLESS NOTED OTHERWISE. NO MULCH TO BE IN CONTACT WITH TRUNK. PLACE ROOT BALL 50 THAT BASAL FLARE 15 1" ABOVE SURROUNDING GRADE. DOUBLE STRAND 14 GA. WIRE - V a 120 DEGREE INTERVALS (T1'PJ Ib" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2' WIDE STRAP TYPJ V-0" STEEL STAKE FLA661NG - ONE PER WIRE ROOT BALL TO 51T ON MOUNDED 5U56RADE, REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL MULCH -4" DEEP -NO MOUNDING (SEE 5FEG) PLANTING SOIL - SEE SPEC. TOPSOIL SUB6RADE 2' X 2- X 24' WOOD STAKE SET AT ANGLE DRAIN SYSTEM AS REQUIRED- PER SPEC. 4' DIAMETER AUGERED HOLE, 42" MIN. DEPTH. FILLED N 3/4" DIAMETER DRAIN ROCK. COVER A/ 6" FILTER FABRIC. 4' SNOW FENCE WITH P05T5 & O.G. (MAX) ® DRIP LINE OF OUTER M05T BRANCHES DRIP LINE 4" 5HRED12ED HARDWOOD MULCH. REMOVE EXI5TIN6 VE6ETATION, PER 5PEC., BEFORE IN5TALLIN6 MULCH. FENCE ® DRIPLINE PLAN NOTE: TREE PROTECTION SHALL BE PROVIDED BY CONTRACTOR AS REQUIRED TO ENSURE SURVIVABILITY OF EXISTING TREES TO REMAIN. NO EQUIPMENT OR MATERIALS SHALL BE STORED WITHIN THE TREE CONSTRUCTION BARRIER AS DESI6NATED ABOVE. TREE PROTECTION DETAIL SCALE. I/O" = I'-0' Tree Protectlon IDKq 923 Nicollet Mall Minneapolis, Minnesota 55402 phone(612) 332.7522 fax (12) 332.0936 www.damonfarber.com SITE IMPROVEMENTS FOR CITU RECEIVEDSSEN JUN 112007 'voNHASSENPLANNING � 6570 CHANHAS SEN Chanhassen, Minnesota I hereby certify that this plan was prepared by me or under my direct supervision and that I am Registered Landscape Architect under the laws of the State of Minnesota Name: Damon Farber Registration #: 12538 Council of Landscape Architectural ft4suatim Boards CLARB Certification It 326 ignatum: Date: 06-0708 DFA Project #: 06-231 Dmwn/Checked: BH/DF Scale: AS NOTED Date: 11-30-2006 Revision: 06-08-07 City Comments LANDSCAPE PLAN L1 SHEET 9 OF 9 UOUY41 3111oiv 111.11VlIGLRV 1L, l.l]t12lLEJ ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May, 2006 DRAFTED: August 28, 2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof, thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS 8u: NOTES: The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhasseds ordinances. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Engineer and a Professional Surveyor under the Laws of the State of Minnesota James H. Parker LEGEND P.S. No. 9235 PROPOSED EASEMENTS FOR DRANAOE ANO UTRITY PURPOSES ARE SHOW THUS r__—___—_______ I I BEING 5 FEET MDE ON ALL LOT ONES EXCEPT ON MOSS LOT ONES NNICH ABUT I STREETS WERE THEY ME 10 FEET NIDE. I_ ?, I I I I I PRELIMINARY PLAT OF FOX HILL GRAPHIC SCALE 0 0 15 0 60 4. 0 w 0 0 0 3 0 UJ 0 0 ----------------------- I� �►G 1 �� 1sIe. 939.5 "r.,...+..a.a. r 0rl�f�,rM�m�m. PROPOSED EASEMENTS FOR DRANAOE ANO UTRITY PURPOSES ARE SHOW THUS r__—___—_______ I I BEING 5 FEET MDE ON ALL LOT ONES EXCEPT ON MOSS LOT ONES NNICH ABUT I STREETS WERE THEY ME 10 FEET NIDE. I_ ?, I I I I I PRELIMINARY PLAT OF FOX HILL GRAPHIC SCALE 0 0 15 0 60 4. 0 w 0 0 0 3 0 UJ 0 0 ----------------------- I� �►G 1 �� 1sIe. s N 00'21'53' E s--�-- j — _ FMM RM t- }Q �-334.95 (MEAS.) -;j35-.00 -(DESC.T-- g -� ---ml, Ak- _40.00-r _ ---- sash=-�S --- - I� �Wll �'J I I "W� W 4 ��\\ �r 1 o v _30 j or 30 30 I� I t �, I I o r I I if / 9 6 -�------- , Ivo 1 I o I I M; t� i 1�, _ —� !x 1 ji,T932� _ II • .I t� ,______ S �Z5 S S 4 - 3c2 O F?n w d► s S� 00 I I I II 1 1 N I 193 1 996__ —J 1 N 1949 rcu Y. £ N 0101 NJ lilili III��111TTCCC��III��` -- CD J \v- ,/ -----I— A.— co 1 oo , I I � _f oma -y -�� , i o 1noN I per: r I 1 1- \ -- 6I Nom I' ��y$IIr � v,^ 1 (rni V)1111 I I 11'•�� -�C\ 30`` ,1 Ho Lo0 i I I II I I r 10 $gegc�"o �` it ��g n I ^ f ---'°-t-; O s 1 11 E' �Yo / m om/ - ;�' I m 1L .Io, 011 --93+� 00000 I I�A -y1nf I�TT L --93(i—_ 11 �O �_\\'I`�'i�.��\\ 'I o0o o Fdln wlaN 9Qb-• 111 - — 195.01— • `a— �' aiocMwAu --335.01 N 00'18118"–E—=— ' ' `------ E E E E E G E ---------- ',__ I E E E �'' V V W W V V PATI -- "V —� V L BITUMINOUS PAM V V W—�� V IMMIN" PAM l O `�I1 //�\ 1 tn5 \— �. --335.02 (MEAS 335.00 DESC.)-- --628.30-- N 0018'08" E c E E E E Rh E E E E E % E E E E E E E WOODED WOODED Ott LGMYp/ N/.!E SEIEMTFIG NAME INSTALLED MST. /ROOT ROOT BALL / LD.[-RNTS GAL SPECIFIED COrO DONT. SIZE PLANTING SCHEDULE --- F2 Y f ozl o , I9RIIIE - r--------- I z1 ----(�IL ------a-�-- r�w r•l' vn r. 0 PROPOSED SN.wE TREE l.tw'+ti-YE` _ .. Dnxr.CEeckd- BWDF • 1 E%STIMS SXADE TREE AS NOTED PLAN LEGEND IIJO-NMK .W CMvli i0[R rO r�Wr[I!C[NNA,,., W[[IY NIT M•.I }Wl IN MTA.LW N%M aFKLEE. 70.4Mr C[G.YJr[AR Yawl M•®[D 0 [MyRD wR 6W_M DRNdo ufY Yu41 @ CWTA, TM SAW -L x�iW W4'w'f(M �NAT P� .f/Y.RA KYOY4 _nemew 1@ueD rD rswr.N x..m NNNN .rY N@Y%D.Y[ 1r a M... .,NT N.Io.MO Diuw ..NrNY.r+M eoD..DeT.IN AAL @ ReroeaE.w.Raww AN ..s..+ew L..wrnd..e. ... s _a M Nmw L.AINcV.Y c»Y+Nd T 1..b T SA - IN x KUDw .c.V DYCTL YYtIO A.Y.cI.M�N.LOM TMI NNN :. �K.wNWNWL I TME L. D. NK[ N IL MM PLANT__Tl K YIX rM.s[ AANTN M..RYL @IICT. PY2 GOYnI[.L.1 @ 1D.IN! M. M M L.w[f,Y. AiY2[r MIN•Y.1NTN k,N,INT,A MIN, IMPLT NNTM 1. 'MI.NI•c.N .. AN, N•ue"..I ..w vw�'-M.. orals@ acMw •v@d wuL •[nN TMI . Nu w'w[n' vN PLANTING NOTES � C IleRgf TREE EAI5TIµS L TNIMRp/r TREE PROPPaED ORNAMENTAL TREE TAKE! L.AME O rK RvrW W /A.. �.O2.OtlT.I. rpYw•e.ry'Nr a Wr.•o[~=I r0 xDJOnM ODM1wN� MEN I. xCLr .Mn T. Ar Y@TAII.[D,Wr x[R.I. P Y+w nR gaGY6 Yah •I rK TQ NT IN IN. XTMN vwo C.nff fPCu2.PR.,urMl epOM•KT- SNAL ITT. ANIT L -N, CIT 4N INN cc N[b[Yl[c olC2D0 L..D%.R.2-.. T .L IN �1111T ITT"N LMINMWrtGrAlr INN kTANOT OIO TME MR �M La04.. ir[D ALreoure M1MV v IT TR@ s M IC 11C ANE ILWSTRAICO. G(MrRKiq[5 GPrIGM i0 siA[E TIEES. NEVER M LLNi AININ" Is RESPCI6IBLE FLR NS TREES M1. POSA I! RYM E MER. M .EPERIOD ICLE IPWOR TOpIPLM M4 LP TO FIRST MAKN S -TOE PER NN2 o sli MNsLENRADE. TGP 19 6 9A.v R(M RGYliBK1. INN, - 4' 48P -EEE YEL . saL -see spec. SiK.E il�.IpEYDL wx Aw1y 1R� IN A [N[1 r1i51rTI iNNb.gR M MMMT FpOCY. X"e3 I CONIFEROUS TREE PLANTIN& LI rale, vr. ro (a61 ro NANt 9rao®IYICRYA M[(ll M EG � DMA.Y. IN R[(I *O R Ul.rK ..M 1Rtc. RKF MT pLLL `� iwi MyL [VJ2 51'.M.T PiHE Sr NM. -}.IAT cEer� NlavKsm+, W IEIiFROP.tL! OI rYLrtTMH[ Itl No aRa ST. nAs.w -ole rs NNe rar @uroaroxTM[o® mN vuXIT Revx N@N Nw In of DT N.0 wMFr a®+D Ia[Y[u EEE srcl rtARrw EOM - sff Sw r[r IT I" msiKe Yi AT MKKE SW MNN mTB. AS WORRR mWL. 4-11Nwt,pr N[N®I .p MI. 49nl SLID NN}V' OWI RyX. (02N ['FLIR 'AW4 FMNC. 4' 94CIN FENCE MTN POSTS B' OL. FM J • DRIP LINE OF OUTER MOST BRAW- E5 DRIP LINE 4• SHREDDED NARpW�D M1LCN. REMOVE E%ISTINI5 VE6ETATI01, PER 5FEC- 13EFORE INSTALLl%NACM ,, _ N _-��r�l' i. _._ l.tw'+ti-YE` _ .. Dnxr.CEeckd- BWDF ScAle AS NOTED _ IIJO-NMK wD ztr z' x z' x z4' .sTAeeAT -t— FENLE N ORIRINE /�Cj 1 IT/ \J' I \ �� ,. ..... EDw[IO[wminox vM e5 - %E RAN ELEVATION iDRAN i I srsie. As RFMREO- PER' T TREE PROTECTION $MALL BE PRp BY LONfRA D TO ENSLRE -, 4-- MNew. rape r.H nacED IN MRSA 51 114. OR MATERIALS SMALL BE STORED OR Cf EXISTINB TREES TO REMAIN. NO EO1EV sr MIN ..e MT E FIL MINNNABI TRE ABT TM MA. ROLR. LCGATE AT Ci NMT MLL AS rLM.. / � \ IDUDUS TREE RANTING DETAIL DEG 3 TREE PROTECTION DETAIL LI EE"N' yr • ra L srxe w' • ro LANDSCAPE LAYOUT PLAN I'. 3O NORTH PLANTING DETAILS 933 Nicdler Mall MurYL wl, � rd,L:inno9x m�Y@ SME IMPROV FOR 6570 ROAD Chanhassen. Minnew[ [.A.LI+kRAawi�bYY. ax sNaa.mN t L![a I --ANT. ID IN. lam DFA AuiLc. Y: WDI Dnxr.CEeckd- BWDF ScAle AS NOTED D. IIJO-NMK Rcnm LANDSCAPE PLAN Ll SHEET 9 6 S SCANNED CITY OF CHANHASSEN 7700 Market Boulevard - P.O. Box 147 Chanhassen, MN 55317 - (952) 227-1100 DEVELOPMENT REVIEW APPLICATION Applicant Name and Address: 10$P211,14 EfdmG51 SJVG. -TgZT Slat tCCI2EPIL 0L2=Sii 17-0• c hu s - N 77 Contact: Sc_vT i? s U t4 L✓"J> Phone: 9 Sz ZtS_ %2j3 Fax: RSZ-z-t I- 9ot6 Email: S�vTT Q io5p2rncr.coryt Planning Case No. 0_1 — d CRYOFCHANHASSEN RECEIVED DEC 0 1 2006 Owner Name and Address: G(f�}R�S f<t7htGE�H�+?Z e &Ant 14& SSEty !~i N 5-5-3/7 Contact: Phone: Fax: Email: NOTE: Consultation with City staff is required prior to submittal, Including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development' Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)" Subdivision" )t300 4 I&ZS04"al Pia.+ Temporary Sales Permit Vacation of Rlght-of-Way/Easements (VAC) _ X Variance (VAR) t 2 GO Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notlgcatlon Sign — $200 (City to install and remove) X ow for Filing Fees/A4 ney Cosy' UP/SPRNACA(AAWAP/Metes & Bounds - $450 Inor SUB CAW TOTAL FEE $ )'+W� � Kat 113 3 Z 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. "Sixteen (16) full-size folded copies of the plans must be submitted, including an 8'/1" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (".tif) format. `*Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCANNED PROJECT NAME: F ]C l'{ I r✓ �' LOCATION: G5*70 TLD <EdANI�E�SSLN �Mzr ��317 LEGAL DESCRIPTION: P Lo ZSOO 10 -1-5jo TOTAL ACREAGE: 7 WETLANDS PRESENT: YES NO PRESENT ZONING: tcGSt bGL'IIRt. REQUESTED ZONING: fZt=f 117EhcC/R'�- SLrCI'rLE �E}C'''i!`� PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: S v3 O r %�r l 25� 1 r -i T O '3 SINGLE PA M I L Y it, 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 The 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. // �t i0 ' �"Q� -kl—D �o SlgnatureofAppllcant la,ptzinc te�n+ES, �N� Date 72 Z4 fl I-0 Signature of Fee Ow er c tiArz-LAS K -U uGcfLH�rz. Date G:1pLAMformstDe Iopmenl Review Appllcellon.DOC Rev. 12105 SCANNED ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May, 2006 DRAFTED: August 28, 2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 for submission, runoff and hardcover calculations to follow Monday moming. REVISED: November 29, 2006 to revise plan per City staffs markup of plan. REVISED: November 30, 2006 to revise plan per City staffs final comments. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast corner thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: 1. The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. 2. The client has had us show the setback from the north line of Lots 2 and 3 as 30 feet, a front setback, under the language of the ordinance, but asks that the City consider whether the intent of the ordinance would be better met by considering the north lines of these lots as side lines and the east line of the roadway easement as the front line. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ED pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Engineer d a Professional Surveyor under the Laws of the State of Minnesota. Qmiaw-a OH ams H. Parker P.E. & P.S. No. 9235 oe.•"w.J ars.rao wpm V� Lka¢.prop`reJ�m4m Sf- L�+v✓ea 1^nN'^�.1m.w. ss PRELIMINARY PLAT OF FOX HILL 11 / V � vim" u.r rwwww ula CITY OF CHANHASSEN RECEIVED DEC 0 1 2006 CHANHASSEN PLANNING DEPT GRAPHIC SCALE 0 0 15 x b (M PQT ) I I, E 1 • /11 ITI /\T v HOLLOF Y'I 1 1 I I 1----* I ------- ----- -k m I , I ) I �I ------ --------------------------J i DRAWING NO. 061130 EXISTING CONDITIONS, SHEET 1 OF 9 SCANNED 934 934.5 u"•'"^MeWi.m ,� bcbJimlPT�m.wb. oe.•"w.J ars.rao wpm V� Lka¢.prop`reJ�m4m Sf- L�+v✓ea 1^nN'^�.1m.w. ss PRELIMINARY PLAT OF FOX HILL 11 / V � vim" u.r rwwww ula CITY OF CHANHASSEN RECEIVED DEC 0 1 2006 CHANHASSEN PLANNING DEPT GRAPHIC SCALE 0 0 15 x b (M PQT ) I I, E 1 • /11 ITI /\T v HOLLOF Y'I 1 1 I I 1----* I ------- ----- -k m I , I ) I �I ------ --------------------------J i DRAWING NO. 061130 EXISTING CONDITIONS, SHEET 1 OF 9 SCANNED ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May, 2006 DRAFTED: August 28, 2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 for submission, runoff and hardcover calculations to follow Monday morning. REVISED: November 29, 2006 to revise plan per City staffs markup of plan. REVISED: November 30, 2006 to revise plan per City staffs final comments. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast corner thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: 1. The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. 2. The client has had us show the setback from the north line of Lots 2 and 3 as 30 feet, a front setback, under the language of the ordinance, but asks that the City consider whether the intent of the ordinance would be better met by considering the north lines of these lots as side lines and the east line of the roadway easement as the front line. STANDARD SYMBOLS & CONVENTIONS: 11 • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o11 is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Engi eed a Professional Surveyor under the Laws of the State of Minnesota. amParker P.E. & P.S. No. 9235 LEGEND 934 934.5 � Ik..m.4 w rrvRw�s.m.a. m. — Ei— � PENN J..n ok LR PROPOSED EASEMENTS FOR ORMAGE AND U11UTY PURPOSES ARE SHOW THUS r- ---- ------- I I SENG 5 FEET NOE ON ALL LOT LNES EXCEPT ON 1105E LOT ONES NMC1 ABUT STREETS WERE THEY ARE 10 FEET NIDE. I I I I I I PRELIMINARY PLAT OF FOX HILL CITY OF CHANHASSEN RECEIVED DEC 0 1 2006 CHANHASSEN PLANNING DEPT GRAPHIC SCALE 00 0 u 0o w IN]QT) 1 E " I I \ 1 mmn— \ I / VI / G / / i w8 ll N� 8� E " I FOX NOLLOF egrl Dole s r ALYY1 Nuvumkl�suN I^ I —_-1--- _. I I i i / I I / 1 / l / 242ro w IL ro*Ai I 4032 q IL E N ReW Ewm..l I / I I i---------------------------- I � I I g I 03 xi I I al I O L _ n.m _ 2421X1�N TOM I I 1"72q 4 E 0 t I gl S I10 RI I y� m00 r---- L I I _ J .7______L______ --------- �I I I 2.\113 q II. I w � I --26022 (MEAS) -- pp --260.05 (DESC.)-- E i P� S 89'41'24' E a u I I �1= � I 1 I 1 A C] 0 0 DRAWING NO. 061130 LOT LAYOUT, SHEET 2 OF 9 I FOX NOLLOF egrl Dole s r ALYY1 Nuvumkl�suN I^ I —_-1--- _. I I i i / I I / 1 / l / 242ro w IL ro*Ai I 4032 q IL E N ReW Ewm..l I / I I i---------------------------- I � I I g I 03 xi I I al I O L _ n.m _ 2421X1�N TOM I I 1"72q 4 E 0 t I gl S I10 RI I y� m00 r---- L I I _ J .7______L______ --------- �I I I 2.\113 q II. I w � I --26022 (MEAS) -- pp --260.05 (DESC.)-- E i P� S 89'41'24' E a u I I �1= � I 1 I 1 A C] 0 0 DRAWING NO. 061130 LOT LAYOUT, SHEET 2 OF 9 ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May, 2006 DRAFTED: August 28, 2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 for submission, runoff and hardcover calculations to follow Monday morning. REVISED: November 29, 2006 to revise plan per City staffs markup of plan. REVISED: November 30, 2006 to revise plan per City staffs final comments. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: 1. The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. 2. The client has had us show the setback from the north line of Lots 2 and 3 as 30 feet, a front setback, under the language of the ordinance, but asks that the City consider whether the intent of the ordinance would be better met by considering the north lines of these lots as side lines and the east line of the roadway easement as the front line. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional °Engi eed a Professional Surveyor under the Laws of the State of Minnesota. Q am)s H. Parker P.E. & P.S. No. 9235 LEGEND .yam IL�.."�•a.�.M. 934.5 —Sr — �0•mw..l.n m.. mc>,.romrm�. —S— ee 4^Ya%b �»r-ra6z PROPOSED EASEMENTS FOR DRAINAGE AND UTILITY PURPOSES ARE S0" TAUS: r -------------- I 1 BEING 5 FEET M1DE ON ALL LOT LINES EXCEPT ON INOSE LOT f1NES WICK ABUT 1 STREETS WERE TNEY ME 10 FEET NIDE. I S I I I I 1 1 PRELIMINARY PLAT OF FOX HILL CITY OF CHANHASSEN RECEIVED DEC 0 1 2006 CIVINHASSEN PLANNING Dan GRAPHIC SCALE Y 0 15 JO W IN PQT) i OM.I SI I A lf1l I,.�IfFI�YLs I ; I 4 ' V AIrI�r AO•IIII I F'DX V \ MLLOF DRIVE II — SE — — 1 - .a..'�oR--«�---- "I I. •. � - n��!. ! :gy-' � o«I . III`- --••_I , ♦ i I II y I r 81 I f - r♦ .c%. r%r,_9xT ••yam � ,..:��• I �� _ •-� yr�1:.�'�_ � �' 13@ gyp¢ 1 »' I - a—_ A1' Or1OY . I -,, - V iio�w nm.OY® ») � �. 0.0.10... »0• awI m • Ir . aw e...i' ----------- - \ \ I A `-----------------------------------� DRAWING NO. 061130 GRADING, DRAINAGE & EROSION CONTROL PLAN, SHEET 3 OF 9 SCANNED mf a'�iv --Yt \ \ I \` \ PN.1.Jo = Elfv.. 93].! \ L.lop ,1 M . L451 t 1 • fl[V 9J1 . Y • 4Jp `\ 1 1 11 `r Ak i OM.I SI I A lf1l I,.�IfFI�YLs I ; I 4 ' V AIrI�r AO•IIII I F'DX V \ MLLOF DRIVE II — SE — — 1 - .a..'�oR--«�---- "I I. •. � - n��!. ! :gy-' � o«I . III`- --••_I , ♦ i I II y I r 81 I f - r♦ .c%. r%r,_9xT ••yam � ,..:��• I �� _ •-� yr�1:.�'�_ � �' 13@ gyp¢ 1 »' I - a—_ A1' Or1OY . I -,, - V iio�w nm.OY® ») � �. 0.0.10... »0• awI m • Ir . aw e...i' ----------- - \ \ I A `-----------------------------------� DRAWING NO. 061130 GRADING, DRAINAGE & EROSION CONTROL PLAN, SHEET 3 OF 9 SCANNED --Yt i OM.I SI I A lf1l I,.�IfFI�YLs I ; I 4 ' V AIrI�r AO•IIII I F'DX V \ MLLOF DRIVE II — SE — — 1 - .a..'�oR--«�---- "I I. •. � - n��!. ! :gy-' � o«I . III`- --••_I , ♦ i I II y I r 81 I f - r♦ .c%. r%r,_9xT ••yam � ,..:��• I �� _ •-� yr�1:.�'�_ � �' 13@ gyp¢ 1 »' I - a—_ A1' Or1OY . I -,, - V iio�w nm.OY® ») � �. 0.0.10... »0• awI m • Ir . aw e...i' ----------- - \ \ I A `-----------------------------------� DRAWING NO. 061130 GRADING, DRAINAGE & EROSION CONTROL PLAN, SHEET 3 OF 9 SCANNED ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No, 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May, 2006 DRAFTED: August 28, 2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 for submission, runoff and hardcover calculations to follow Monday morning. REVISED: November 29, 2006 to revise plan per City staffs markup of plan. REVISED: November 30, 2006 to revise plan per City staffs final comments. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section I, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: 1. The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. 2. The client has had us show the setback from the north line of Lots 2 and 3 as 30 feet, a front setback, under the language of the ordinance, but asks that the City consider whether the intent of the ordinance would be better met by considering the north lines of these lots as side lines and the east line of the roadway easement as the front line. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Engineer d a Professional Surveyor under the Laws of the State of Minnesota. -H & _ am s H. Parker P.E. & P.S. No. 9235 PROPOSEO EASEMENTS FOR DRAINAGE LEGENDAND unLITY PURPOSES ARE SHOW THUS: r -------------- I 1 801G 5 FEET MTOE ON ALL LOT LNES 1 EXCEPT ON THOSE LOT LINES WICH ABUT I STREETS WERE THEY ARE 10 FEET NN. 1 3 I I I I PRELIMINARY PLAT OF FOX HILL CRY OF CHANHASSEN RECEIVED DEC 0 12006 GRAPHIC SCALE M 0 15 W N f N Far) 11 J----- � � v�Y oa reww.�a A 934 934.5 / —$F 'k^".'w.wv4 �I�kv ri[mA¢idsa c SFT- Ikwn,rt..wu-0e.rnuk Lrc r -------------- I 1 801G 5 FEET MTOE ON ALL LOT LNES 1 EXCEPT ON THOSE LOT LINES WICH ABUT I STREETS WERE THEY ARE 10 FEET NN. 1 3 I I I I PRELIMINARY PLAT OF FOX HILL CRY OF CHANHASSEN RECEIVED DEC 0 12006 GRAPHIC SCALE M 0 15 W N f N Far) 11 J----- � � v�Y oa reww.�a A r� Ld O O DRAWING NO. 061130 UTILITY & SURFACING PLAN, SHEET 4 OF 9 SCANNED — — — — — — — — — — — — — — I / c I r� Ld O O DRAWING NO. 061130 UTILITY & SURFACING PLAN, SHEET 4 OF 9 SCANNED ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May, 2006 DRAFTED: August 28, 2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 for submission, runoff and hardcover calculations to follow Monday morning. REVISED: November 29, 2006 to revise plan per City staffs markup of plan. REVISED: November 30, 2006 to revise plan per City staffs final comments. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: 1. The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. 2. The client has had us show the setback from the north line of Lots 2 and 3 as 30 feet, a front setback, under the language of the ordinance, but asks that the City consider whether the intent of the ordinance would be better met by considering the north lines of these lots as side lines and the east line of the roadway easement as the front line. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Engi ee�ARid a Professional Surveyor under the Laws of the State of Minnesota. ams H. Parker P.E. & P.S. No. 9235 LEGEND 934 u�..�„n."..a..a...� 934.5 u..... m,..N m.,..d.. PRELIMINARY PLAT OF FOX HILL CRY OF CHANHASSEN RECEIVED DEC 0 12006 OWMAM RAI we am GRAPHIC SCALE JO 0 IS A M Ia�l 0 0 0 O DRAWING NO. 061130 HARDCOVER, SHEET 5 OF 9 SCANNED 1�---------- 1 1 1 A 1 I �r \I 1 I 1 I / J _ - 0 0 0 O DRAWING NO. 061130 HARDCOVER, SHEET 5 OF 9 SCANNED 1 I I I v I 1 I 1 I / J _ - \ I I I I 0 0 0 O DRAWING NO. 061130 HARDCOVER, SHEET 5 OF 9 SCANNED ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May, 2006 DRAFTED: August 28, 2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 for submission, runoff and hardcover calculations to follow Monday morning. REVISED: November 29, 2006 to revise plan per City staffs markup of plan. REVISED: November 30, 2006 to revise plan per City staffs final comments. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: 1. The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. 2. The client has had us show the setback from the north line of Lots 2 and 3 as 30 feet, a front setback, under the language of the ordinance, but asks that the City consider whether the intent of the ordinance would be better met by considering the north lines of these lots as side lines and the east line of the roadway easement as the front line. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found 'von monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Engineer d a Professional Surveyor under the Laws of the State of Minnesota. ams H. Parker P.E. & P.S. No. 9235 LEGEND 934 Rmu�+ow�mvls 934.5 CRY OF CHANHASSEN RECEIVED DEC 0 1 2006 CWXNASSEN PLANNING DEPT FOX HILL EXISTING N. WATERSHED I"+1035 - 110 s9. It. « 0.027 Acres impervious 39510 - 1183 - 38325 .9. Il. « 0.880 Acme gross we' tin avaroge G - 0.38 as caamte0 DNo.: 0.35..880 - 0.308 0.37 ..907 . 0.334 - 273 teal 0A (pmlwe « evare,e WMS) s -(930.3-9235)/273 - 0.025 tc . 17 m: tes 010. Cu, ..37 . 5,65 . 0.907 - 1.90 cis 0100 - .38 . 6.35 . 0.907 - 2.13 c1. EASING S WATERSHED I48+1351 . 1499 s Il. « 0.034 A«es inpvNOu. 34205 - 1499 . 32706 .R. IL « 0.751 Acre. 9,1 WHOtw o ,,e C - 0.36 m cOHeWOIaN IWR 0.35 ..751 - 0.263 0.38 ..765 . 0.2% L - 246 last 0.4 (pa.lura « .09a 7.) If -(930.3-9217)/246 - 0.027 Ic ;26 .5 mtwtee o1CM ..38 . 4.50 . 0.765 - 1.34 cls 0100 - .38 . 6.50 . 0.76.5 - 1.94 cls GRAPHIC SCALE x 0 15 b p ( IM PCR 1 -� esrW_wwrsaa a.w aae er aW s.Nn ressn sass ) r ) E 1 nr rTl /1T A � vvlL.vl n s c •- MZLOF .. ,� 1 "1 I i i� - ^-------=-� i w-- I ------ --------------------------1 DRAWING NO. 061130 EXISTING WATERSHEDS, SHEET 6 OF 9 SCANNED I ) I a !I .. ,� 1 "1 I i i� - ^-------=-� i w-- I ------ --------------------------1 DRAWING NO. 061130 EXISTING WATERSHEDS, SHEET 6 OF 9 SCANNED ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES ALINGELHUTZ SURVEYED: May, 2006 DRAFTED: August 28, 2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 for submission, runoff and hardcover calculations to follow Monday morning. REVISED: November 29, 2006 to revise plan per City staffs markup of plan. REVISED: November 30, 2006 to revise plan per City staffs final comments. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof-, thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: 1. The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. 2. The client has had us show the setback from the north line of Lots 2 and 3 as 30 feet, a front setback, under the language of the ordinance, but asks that the City consider whether the intent of the ordinance would be better met by considering the north lines of these lots as side lines and the east line of the roadway easement as the front line. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional "�Eng ee�d a Professional Surveyor under the Laws of the State of Minnesota. OH /� ams H. Parker P.E. & P.S. No. 9235 CITY OF CHANHASSEN RECEIVED LEGEND 934.5 w. o�a..o. •rim-®... u» - g. w,°-a..�;.. PROPOSED EASEMENTS FOR DRAINAGE DEC 0 1 2006 AND U11UW PURPOSES ARE SHOWN TWIS FOX PROP0SED N. WATERSHED 7749 eo f4 IN 0.178 A. YnpwWbu. (HW... "ecX &Ne..U.t. X. e...) 28630 - 7749 . 20681 .9. It. a 0.479 Achim; V. Weight" o eqe C - 0.51 W cck uI " the.. 0.35 .09 - 0.166 0.51 • .657 . 0337 L - 346 feet - 0.4 (P..tw. w e.w.9e P®) . -(930-924)/348 - 0.017 tc - 20 r 10` 010 - GA - .51 . 4.10 . 0.657 - 1.37 ch 0100..51 • 5.90 • 0.657 - 1.97 ct i HILL PROPOSED S. WATERSHED 9.871 s0. I1. in9w.+ou. w 0.227 Awes 35626 - 9671 - 25755 .0. IL w 0.591 Aaa W. Weynte" o cge C - 052 a. cdcul.te" Woe, 0.35 ..591 - 0.207 0.52 ..616 - 0.423 L - MS Feel . 0.4 (Imlwe w ..Wro9e Wm) 2930-924)/385 . 0016 Ic - x2 .bole. 010 - CIA - .52 . 173 . 0818 - 1.59 ct 0100 - .52 It 5.30 . 0,818 -2.25 c1. 1.94/2.25 X 5.3 - 4.57 WAR AFTER 7 MINUTES 7 YIN. X 60 SEC/VN X (2.25-1.94) x 1/2 - 65 CU. FT. REOIAREO STORAGE 2570 PROMUEO CHANHASSEN PLANNING -3FPT GRAPHIC SCALE of I 1 BEING 5 FEET WIDE ON ALL LOT LINES ( IN FEET 1 1 EXCEPT ON NOSE LOT ONES WHICH ABUT 1 STREETS WHERE THEY ME 10 FEET WADE. I 1 I I I I I J �r.e�W.aeu�s- ----------------------------------- I� i DRAWING NO. 061130 PROPOSED WATERSHEDS, SHEET 7 OF S SCANNED ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May, 2006 DRAFTED: June 2, 2006 REVISED: June 8, 2006 to show Outlot "A" at City staffs suggestion. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota- LEGAL innesota LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: The scope of our services for this job is as follows: 1. Showing the location of existing improvements we deemed important. 2. Showing the topography of the site by contour lines and by spot elevations. 3. Showing a preliminary proposal to divide the property into 3 lots and build a roadway and utility systems to serve the three lots, for your review and for the review of such governmental agencies as may have jurisdiction over your proposal. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Engineer and a Professional Surveyor under the Laws of the State of Minnesota Qba A PAp-g �s H. Parker P.E. & P.S. No. 9235 LEGEND 934 � LLw.tiiauue(Ogeafmmb. VARIANCE FREE PLAT OF CNMHAWN PLANNIMQ OEPI GRAPHIC SCALE A 0 15 M 60 u -----------------------1 0 0 0 0 Ld C] O C1 DRAWING NO. 061130 VARIANCE FREE PLAT, SHEET 8 OF aaXnnN NAS i xI� PLANTING SCHEDULE nI0 �15, e1v 66Ito' LANDSCAPE LAYOUT PLAN 0 PR�9NMET 0 PwgV6®CdOF6WY O O eiasnNs eolereeas TIS CV9TIIM 1MD[ 11>Q PRlA^(f� aAArelrw. TTiff PLAN LEGEND ��N�N w� 1lwm��iVLr lW 1�qL ilro KIK ' NwlILKr NLY rO wbR E!wlCIIp1 M1M14irW1K MNy1p •!TL W mYlClq NSNL W IWT N�N7F �ylN N9'MYOLa OIs AO KTINQ ++aa TwrE nrz rLo1YRYncE raY NML! RIK®\MNp.�RAM]LNLK mCNCWLNWLIWRYI NLIiM�IRNi SELwIKlpLCTp MIlpIKaanlYAIp KT MIINROKi]YV Ap ��Mf MwtR� fWl NLYA 1Y#M OYtClla MWA N �1Vi1Yt�ltw Ltp WJ♦L O�AM Mlp, ' NNG ®NYNW m NNP1 f LO�NLKiC yYpTW NLp NM RILMiL®N4Le4 aW1R u�L� �.1C /VM�•1]YNa M Nip1� O N'A1` N!f ICOM T!L NWL! MNTm RM IIpY.IN1 roAcrKTLro LKarLwllYlnLAra RwusM uacw mXRMcollYrerYun m es Mr .10 MIIE rw M wuaE rwnaT. 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MKAE M RILYF M IIAC/IT.IICgCr M IYlM � N�YINICArr yrl llMY1OIE Yo ItlrR�. � .N]I��wuXrelcvmo�ro � r�CwMIrVIE ]1�wWL �L�YMWM M IA�MIwnIM •.Yaw wY�E rNca � MfMf /V �l NIO �iq f7• Oa a IICM•Yw MIII W.Tg1 Y W 1 NM11111R IA iLrlf MIYLIL tri Ne`� n�rLcs�rrvu s�alMoe'�m PLANTING NOTES Xo rLMr MIY�4Itl11 W NN u ! XCLaIE Ilas MrIb.TL m1AYTCR Al m M�NIYiI� �� YLTAILiI �DYl1 MN M ICUI W I a IILLTC� i{/! Mirz W I Mr ! m lR�on��•wwvnrursro�rwawm Mlr MieoLYuu! �evL®�rw wsrruMf rN n� Norz IaY-als XmLR.E inNaasLre� w YN M 1LITY K.IYIIM IMTXaIWIa wwwvwaMT! RYAIp ww wl.rp NIS. NNrura YIII r1 rwr na awwar 1-F! a C K 1a f Y GYrNL Mt vO A tII i!L NLLN !X.10 Ylpl\.NLL YRY.LTXII a INw M IUIOtl N1Nb M M lle YXiL ra.lRnaNwtl roK XlAUE IeLNMwiReLA IpgL N� WLL IrzLII•t AINN�O P_�a 1W�Rtl t � 11.11A I10 ryNwININ1 Yip- IVIY�VT♦p RYTY M1A4 NWL! rowYLrzR RTMIN Tb r I�WTrA M G41l RMI M lIR mIL 1'IOIL'rOOLGIWiT. NLM� i1MX�R.M�wM�� m��iyp Ilw Arna wle9mL a wmmucmLLX.0 mRAcrnmuranr Nw uuia R�uc !NL � INf N. roerrN rNs n1Mas va�K u arY�YweIwX mMY vua1Y I.larrioofvNrwN Nu I�Aw R NSL.Iv M rIw a orLm o1oL mNI]ICf Nw u c rmnRLL mN m M mR NL W v YA rO lMw a L1L NL]NI K f l.N Irz Olt r'9'N'MM! rG MT! d!p MNrzp N]' LIOw--YY O�� K!X ORIp Rl.1GtYt � A YML! NCIC'T 4CAY K� W!L NTi fOR N1LTC rrz IY' IE N M Mt m IIILICp yMLiNNKV6VN Yaxw MRMW14 UIYl. s YeMIr ro M aonwa M Lrwrw renK rweLro�la+a fim TSV twl1LfIY.m (1 TIK 3rIKPY IR CDOTRATOT rt n M coN1TAeTcwn omwTo lfN2 TIRM1 M colllwl2Ta n�imrc�]i ne wN 1WSIANOY Tlm W A M1!1! I"OJTKM TK1lIAR M G(Ilvf NrrW MG TP.L! Gt• 1Ae nacw ro FI.NRw nmtDC fp 1L Ill SV.7; MJ cM m rler eIANCY rssnm M]CIQM Rll 1MNfAMY 11®M A FlYn Ny1Y]I 1IRLKITM 1VIN.LNff IpYLO. CITY OF CHANHASSEN RECEIVED DEC 0 1 2006 CHANHASSEN PLANNING DEPT YCYIw OMlIC1PLNW1LR1M Lf1t•YO mfi' rzMtlYl CINY foMN10N3Mb m M INIIA Ip w'q a NiR LYL�f CdACIOL NYILNl114M urOR.1DpMYl� YIr,M ro r m M ATlIIW a M trcNrllw rwrEr GvIVIv NOI IItT mwVT! M �W IpLN NINPa M 1ibcT umR. �II 1�Y�K1MbM gL��1Y1Y1M 1• tMWCM CWIMCI[N KYl I'IL'11.T EMM1p16\ aSRLLLAL{f �ML1! W Mf NWL! NCALM Q .LRXIYN40f W M A!L ulnrr Nu Lwr ra1YR ro uuna o 111 1�1p1Y1 N0.A 0tl11LL tll/M1N��L W1WAiILw iY111NW II�GeXILIwwl MINCIYN M NNllq GYM 011OL ��a uasLlac uun•wulXnu]anMr m]ur ar Rwvw wA n1lY a rN YaXf r rlaX ro Iif w o anL� mnaLLL Wui, ]lnAra aLasRnw wo rnw YwKr eL®unI xewuxN NP1M1m ro M up!'M re1IiT NTAw ucrxeronwr.+aN Nuu.wr � o uf'a� m mowcml wo went ucrw .I4lNMf MO f LO a M � wNN\ ]I W I IO.at N'lIIILM M YOif W NND.CLN1nR wnNc m mN)N N LGCY® NpIW�rDmMM@11�N\LMIL rG aLlr-W OIIY NM 41NN rplMD♦NNi! .MIO.p x M LAOYiIN[ rp11p. nrin u! rlrLE Yar_ 11INRLRnY rY enYlwcTTl XY e•IrYMC M M IR4Lrz r!A I�II.M raa wrowYWIr NTErnwYYL �l�b T.� wrY Iellnx wRN+M�.Rmw AllNNror 4VA]L9IIEYM YYLM411c �1 GONIMtaS TRIM PLANTiN6 LI 1uLe IP•rP tufa (L119 W IwK 9I@.iE IV1CAgO 1114 WlY IIOIm 011011! EIIIOI fill MUMIM. 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No oT laq PLANTING DETAILS 923 NPa14, MW1 Yiw.goLL Yuwmm55bE (6IE133} �� ewdueNek..om FOR 6570 ROAD \LirNLs.-;a I Xe�'rt�er Je W Ne •apspN b aV al6W ep�m V Ylv lymN 4AVXVIv1eNel HRe Nva(Yiv� Xac pw®Feb Befptivk. Sf IB �ll�p.uaeeNlWeT be CI.ARBG' Y. ]M Cv i1MIDY LANDSCAPE PLAN L 1 SCANNED br�reue DFA PRig! ab'fA DNwo�e 1�: 9 F STIe: MND D<: 11 -b -2W6 RevSd LANDSCAPE PLAN L 1 SCANNED br�reue H-1 MOT• LOMMJN NAWff SL�1•IFIL NAS¢ RSTAL® NST. / RLbf RCOi BALL / L115 L/LL.. HSLIPEp LL1D LONI, 91SL PLANTING SCHEDULE O 15' 50' 60• n n%mw� I•= 50' NORTH LANDSCAPE LAYOUT PLAN ( j RLPI:.GD YMLL TRH FROFO.m L01WIPplg1$ TaH (rim fI✓}j EwSnNS LOMPiBW.511� O 0 U5 M5 WAR TREE /� y`'/q nWFosen aawl•8f(AL TIS PLAN LEGEND warine weuxr. mronoorrsw.wer^��+a ua'ri. NCR Pi1N1 Kr A17 YO IUR CMACrxN NTYaC MML ! b /NN.R>a! IO MT Ti1OBl fO1rMr OSGCfIi[I! V r�M @a w AY® YR bI1Ow o.n/q® x!Y I� W t R ® VIx RED. VA OI MY\YG M lw4 w KGnYrp Kr Nwpn w Kr 1�=AY pQlf @yrt x rrNRT® f1Ry Yw01q M M>rylw faiYC�4 t anNxw>�'�Bai°suwrrRa®r'Osre�"`.mw e1o�.w "m • �1cCGIrB GML'rAW. R 1lRIMA la MLN w � N.RiNel� IVr NYIs�e: nwe lMNor`�rew so.ncr.wvrowmiaa"'we`am ro...i rw !v Kl�.®C®YO M1.NW YFY N RR.rd lKRli. �rnr•IO CID�i rOiV�[ xwYx110 FIGO \.P1rr�4 Gwtl M wBMCTNx Nle upGrme wenaB mol.! was. w M arrw'W aMIMlGM wa.RCT.wnroev�lNow w\"iG s RMio.o`�`\sw.of" v'O:re ux�" . ulowre oenwY+aaw.0 awr M Re.en PNmco x M YROw..wl RYR IL1RY, r=crw [R Mp CPOnaB MWY R w R•ilplalw M Wp-YC Yd16i I'IYLrt W • �_ ur..w M�`"wra.eae��"i�e+xaa`w"w I,ww�.w.o • IYDYIR (ACYCiO[ Wt1 TK xa YOCr M.QGwl raF.CLnf Nbr balrLr�NrO WrMal W1WrW NO IIRi MrYllm LrLIW YCL re! w wrA.L@rli4 .C10 w Y �K \iYWwliw TI JOYIRrofMYC.CR Y6 NCe! wlwrKM MklrY.a WM ICRw1ww RY.T n0 ®.aR RIQM \M.M iR - pqp •uG ryr® f0 JK \ OwaW� Y�l/ae rrar.aabr \.e"'!N tPRmr\ 6YIrdBiOlia.®M1NMO.1RrTR! rrlpm x slN Or M Wpfll. YON6�. .IraNfm unwrusu NY4L��..Mmmrmnww aiYYrCCN.rtM _ YW. W2MvaToeCw w Y�YrbP.M W�YLL. sv�e wau 4N�lGx s4rorr+o �cw mon •' Ma.! INF6MA2 dMNd Nr. YYMJrW a0 ��Yi r'IWCBQ O.P rllT\ Mwwl W fl4LOM ifMlrar M Oaa w M v!I a®.Y2 MMImY �xQ ll tfA\\6m PLANTING NOTES PLANTING DETAILS iR>�eArwmer4.e�H�\�t n WIIIYf.10R A[R r0 M 40WYx w W YOA[ CV.Mt y.>nMp x I¢AraW wPN]pTl® NNr wrp�µC w�! 1�pNrliD. LK's"vI.IP�2R MrR MrFm.O: 'O *lslw r4o.'\ M1.wtru.vaw Yxu! rnCCRo r•1 WYa.rw w w� t0. TC�ill�W.ei..6CM�_ r�R w�R iRa�A - iuY+.0 ra Ywnv�a NmIPYL.nIKa OM.MIgi3M MOYMMrI! RwrwTWO r0 R W4Lm 21IWr16CR.YA YO.c\ M!0 YWL RRM 11! w C R1n w gMx9 W. .aTu�a rtFYtNtlmO ! v.�IKil NA2CrCMP�N• l��: c.r�sa. v'W`.I M rlv sN Mz+m Gwauur.. IYGKul t4CCLOC. MuvIC GCr M'.0 NYCI.�P Lwarl'N vanrrcvo.sBb usY. rMNp,.NR= �.I.aaG. w.w a Ownwl ewm Gw�`iov�'.v rl�O`iaw:o.nY �cwRac+a fp\mWLeKx ar •p �ppnput Cwr m M moria -.� ore ro.u:lwnurm � rvn.: oro cn .uG.c+..asrws��w e�.aa� r °`..ai irtAouor".N°w rN rlos� �NYN,WpW wow w .s �rc+rm N w w. ms awm�m. aeaorlmw'ON ourru rola wmua wru! BaM ro M armnlwl w M r.TBmw YG.uIRi PARro �K !lib lYV' K1OCMil MrrW9GP ilk 9iKlp M¢ Rwln4iVJ: M/IYT�I @> ISN Ad l•� NlIi1GN iw[A.GWr M >LAllff MrtW NO >L7a R lure FRnn ro rtA.Nnw IXA6L 9i11N0 H >A IR ->' . ao ceaRH MrpvAu mmJ a• ra-TPRcrrLpe oA FOLrerrmLx uo N41'Vl- rme >1TM MJ iRH MM ro FIR>T wfNlf.H RAbsN> - dE rBl Me +moms ro>rT a+rnue®Bexae rBtl+E M^ 4! CF PRAF rnNi IIMIBN.L OMSAMC MIGM - a' om - X YFG RAMIIW K. -fS LPFG. A x r x x• raw>rNa xi AT Alwa axE cwprnll vARB - YG FLAN OFw M1BI AY Rl61IEP r wA Fev. FVL Fre WM eorx- PEALED w .]' HM OPIM KtlO® rC1! FLLID 1yM va• DMEIQf !TIMI RIXM. 4Y-�TE Ai ®bE OF KOf pµ1 A5 � U!l � � ilapi6�ro�M uru�s�Ka7wac �� RMroM ar�Tna�w rYW yid � pM70WSb Wp. moi WfAi'ME M RNT YOP ICBG w M MCIb ViWr. WICYf fdG4[rwl Yxu YYIf fORY.i Yraw\Yytl Vr1® TYaIwINAWGMIc1(YM.rIIIYIOIY ytNaTBp. A.46.n0. � flHNCYAb M YArkN4 �ytfO rY wR WVI. FW�RTN®ai .Gxes.w..emnw raw N.rN mom ru\rBcxol rwlsx. ra�N'1eBCFFF VJ•6GMxRl WY114 fGG1lY. PI>WL GARN7: M IIYOw CR!lCrxN YG RMrM W.WIiY1 Vw CCPOfCYlflf aT =cw N>r mmv wl.Mm�r.\ � m� oo W ::u�� wnmrx r'"'ae. m.aru •o u»rwery �� xroea.o.owr�r�aim a=Boos w rocM n.ww vn.�a.auoewi.eruowaRm.lror eev..CxLiCrsW m4. DUABe Dp8l9TIM0 N M /! -Y.0) OfGI! xlpl.•Ks IED} b• KtiNu/r1lIE CR Ip.Y[fa11He (tl My WY 1@ SMV ml .' WKl9t NIO® RY. P !h I.@III RtID NY1' OWIIR PM RXL (N4 NI'rITPIdOL. I GoNIfmars TREE FLANnN& r— 4' Y FENLE KITH POSTS e' 06. MAX) • ORIF LRE OF OUf6t HOST Wvw'HES 0 P LIME 4. 51R REMOVE E*5T S BEFOPER SPEL- BEFJTRE ff 06T R6TPLLM6IQiON. FEZE a ORIPLSE — ELEVATION P1.A.N NOTE, IMM PROMEOTION W" BE FP VED BY CMRALTOR AS RFriiRED TO D&RE 51.R AMUW OF E,ST06 TREES TO RoU K NJ EOMRW OR MTMALS SK%L BE STORED FCTIRN THE TM COM6TFWTVN BARRM AS MISMTED ABOVE. w ' i \ir'g4rr Mcli Min. er,V� /nr l6/IIlJI09J6 mdwoy/4�.ry FOR 6570 ROAD Ibrly Oryx Nerlxw y �ygG:uanBm Nl la rNoedlWwM1WNv.1wYM awrsuo Ns �rYv Ibu r�Cl�sxse+�r�r MR nF:i Reify I: OS21I Dins�TSM BIVfF Smle: ASNOTW o+c Il.w-Was LANDSCAPE PLAN L1 SWEET 5 L 5 M)VY4; 1 1 IO L-, A itNurEr1U 16. 1.rit zo ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES ALINGELHUTZ SURVEYED: May, 2006 DRAFTED: August 28, 2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 for submission, runoff and hardcover calculations to follow Monday morning. REVISED: November 29, 2006 to revise plan per City staffs markup of plan. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LR IITATIONS & NOTES: The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify thaturvey was prepared by me or under my direct supervision and that I am a o essi( E9einebt add ofessional Surveyor under the Laws of the State of Minnesota. James H. Parker P.E. & P.S. No. 9235 LEGEND PROPOSED EASEMENTS FOR DRMNA SND OTMnY R OMS ORE SNOWN nwO r------------- 1 BEING 5 FEET WOE ON RLL LOT LINES F% BE ON THOS LOT ONES W1 A T STREETS WERE T4EY M 10 FEET WDE. PRELIMINARY PLAT OF FOX HILL GRAPHIC SCALE m o )s m w 39 V qT0 n --------------1 0 W 0 0 3 0 w 0 0 DRAWING NO. 060947 GRADING, DRAINAGE & EROSION CONTROL PLAN -934-- .yam9395 9345 r Lrmi.m�/r"m10.�b. —SF — v..oe�w+rrsn ns.�m. —2— tm�epgaa�,aak. V- C®P4m�efs PROPOSED EASEMENTS FOR DRMNA SND OTMnY R OMS ORE SNOWN nwO r------------- 1 BEING 5 FEET WOE ON RLL LOT LINES F% BE ON THOS LOT ONES W1 A T STREETS WERE T4EY M 10 FEET WDE. PRELIMINARY PLAT OF FOX HILL GRAPHIC SCALE m o )s m w 39 V qT0 n --------------1 0 W 0 0 3 0 w 0 0 DRAWING NO. 060947 GRADING, DRAINAGE & EROSION CONTROL PLAN VOVY41 1/110/LJ 11L11VVELr1V 1L, l.t1t11lLHJ PRELIMINARY PLAT OF mt�r •c ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 I FOX HILL j PpN� l ' E�_ I E ` ' SURVEY FOR: CHARLES KLINGELHUTZ � --J� I I �,OUTLOT A I�— SURVEYED: May, 2006 DRAFTED: August 28, 2006 — — — — J I �,-'- =� - -- October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November 1, 2006 to add possible future homes and proposed contours, still very _ V preliminary �?- • s ti - ^— -' FOX HOLLOW 10EIVE I REVISED: November 3, 2006 for submission, runoff and hardcover calculations to follow Monday �— I o o morning. o REVISED: November 29, 2006 to revise plan per City staffs markup of plan. — _ , . �- P _ 3 SURVEY OF: ------ j 6570 Chanhassen Road, Chanhassen, Minnesota. I - \ � LEGAL DESCRIPTION: \ \ x - That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, \ 1 Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right , angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of '. begtmmng. LIMITATIONS & NOTES: The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other ' governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplicarion consultation required by Sec. 18-38 of Chanhassen's ordinances. STANDARD SYMBOLS & CONVENTIONS: Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. � CERTIFICATION: I hereby certify that survey was prepared by me or under my direct supervision and that I am a o essional Efleine llllllTTTTTT rofessional Surveyor under the Laws of the State of Minnesota. „o- - James H. Parker P.E. & P.S. No. 9235 `•g „6 V ' - A" o^ Ldh I I 0 LEGENDI a-. 9.- 6 ' I �� GRAPHIC SCALE I 934 °mom^'^4m'°'" o is w w W I� 934.5 N. �``y-♦� / I MiP9vi SsxP�4�� -------- -------------------------� DRAWING NO. 060947 EXISTING CONDITIONS vov"l 111101LJ 11L11V VL:LIlU 1G, l.11t11CLLJ ADVANCE SURVEYING & ENGINEERING CO. PRELIMINARY PLAT OF 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 FOX HILL SURVEY FOR CHARLES %LINGELHUTZE ' l OUTLOT A i I LJ I ,•, I I� I� 1 to SURVEYED, May, 2006 DRAFTED: June 2, 2006 I— — — — � % I ' L•,— `-=�— — — — ---- — = - -� I REVISED: June 8, 2006 to show Outlot "A" at City staffs suggestion. � — � _ � • , - - - I SURVEY OF: F©X HOLL W DRII� I 6570 Chanhassen Road, Chanhassen, Minnesota �--•—' �- a� f\ - 259 (MEAS.) 260.05 (OESC.) 89-4714- E -- LEGAL DESCRIPTION: r4------= ----<---------- T. That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, > , r ----- a Hemepin County, Minnesota described as follows: Be at int on the East line of said 6 �`- '--- � ' _ � I Beginning point \ ''..� i ------- Southeast _ - Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right I I > angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of \ < <1 i : ' 15,147 sq. ftr +. beginning. I I > I LIMITATIONS 8c NOTES: The scope of our services for this job is as follows: 1. Showing the location of existing improvements we deemed important. 2. Showing the topography of the site by contour lines and by spot elevations. 3. Showing a preliminary proposal to divide the property into 3 lots and build a roadway and utility systems to serve the three lots, for your review and for the review of such governmental agencies as may have jurisdiction over your proposal. 8d$ STANDARD SYMBOLS &CONVENTIONS: " 0 "Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, I `� � 11 � s i ,' I /' � 1�T�-il then denotes found iron monument a I 1 r j5,6577CCaq. R I CERTIFICATION: I `• '• 1} � i � � /,� ' i ` � • T , I hereby certify that this survey was prepared by me or under my direct supervision and that I am a � Professional Engineer and a Professional Surveyor under the Laws of the State of Minnesota. I ` i 1` y _--___ �s H. Parker P.E. & P.S. No. 9235 1 I I LOT \ 1 I 29350 sq. fl. ` R Lam,-�---- -------'------=----- ------�3 5 5 W41'24' E LEGEND t I _. -- GRAPHIC SCALE I� 934 v..rny..e.wcs W o is w w 9343�v.rn..m+w...m -------------------------------� 7749 sq. ft. or 0.1 8 Acres impervious (house, deck drive,street, ret. w IIs) 28630 — 7749 = 0881 s ft. or 0.479 Acres gr ss Weighted average = 0.5 as calculated below: 0.35x.479=0168 _ _.. ._.. .__ 2304 0.51 x .657 = .,5J/ so L = 348 feet n = 0.4 (pa ure or a erage grass) s =(930-9 4)/348 0.017 32 tc = 20 nutes 22 J00 Q10=Ci =.51 x4.10x 0.657 = .37 cfs Q100=1 x5.9 x0.657= 1.97 cfs 3430 iL:j 2113 9,,,671 sq. ft. impervious or 0.227 Acre 5626 — 9871 = 25755 sq. ft. or 0. 1 Acres gr ss 300 Weighted overage C = 0.52 as calcula Clow: 0.35 x .591 = 0.207 0.95x.227=0..216 0.52x.818= 0.423 L = 385 feet n = 0.4 (pasture or average grass) 713 s =(930-924)/385 = 0.016 tc = 22 minutes He GIA .82 x 73x0.818=1.59 cfs 100=.52x5.30 1 0.818=2.25 cfs 21M 1.94/2.25 X 5.3 = 4.57 IN/HR AFTER 7 MINUTES 7 MIN. X 60 SEC/MI X (2.25-1.94) X 1/2 = 65 CU. FT. REQUIRED 300 vou"/ l/110/L1 11L11VVELRVIL, �.Rt1RLEJ ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May, 2006 DRAFTED: August 28, 2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 to for submission, runoff and hardcover calculations to follow Monday morning. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof, thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: The scope of out services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Enginee d a Professional Surveyor under the Laws of the State of Minnesota. QpDbs H. Parker P.E. && P.S. No. 9235 LEGEND n-r.lr4e•ra. 934 934.5 OrTa�.rr —v— o�rrr�a�r PRELIMINARY PLAT OF FOX HILL GRAPHIC SCALE x 0 10 w o farm) E OUTLOT A = OX•' {YOLLOR' 259.)IS (YEAS.) 280.05 (OEM) . 0.027 4 R a a ee wi IA L - 274 reef n 0.4' 9eeNra m e1KeW yan); At .:(90 3.3-923.5)/2]3,- 0.025 L - 17 ..tee - ,0 - GA -,.3] . 88R . 0.90] - 1.90 0100-.38 e,8.35. 0.110]=213 ch y� 1 __ i 1 T$ 1 �v.naaa� era"asa s 1 I � II 1 I 145h13511499 e0. R a /i 34205 - i449 - 327OAw ' I welq"laa 0.9.-c- 0. DRIVE I 1 I 0.38 ..7"0.2, 1 1 >f w � - 248 tf n - 0.4 ov�.agi 0 0. tc - las mYwln L 010 - M = 4.50 . a785 _ y 4 1A --------- - 51 A. Sea � S 8441$4 E� a� �v.naaa� era"asa s 1 I � II 1 I w 0 0 DRAWING NO. 060947 EXISTING WATERSHEDS w ' I DRIVE I � w � 0 e L I 0 _ y 1A --------- - 51 A. Sea � k'o de calor. w 0 0 DRAWING NO. 060947 EXISTING WATERSHEDS w � � 8 _ _________________________J 1A 1651 inpnvraw 51 A. Sea � k'o de calor. .34 w 0 0 DRAWING NO. 060947 EXISTING WATERSHEDS � � I I _ _________________________J w 0 0 DRAWING NO. 060947 EXISTING WATERSHEDS UOU94/ 1/110/LJ A1.11V VIILr1V 1L, l.RtAlILBJ ADVANCE SURVEYING & ENGINEERING Co. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May, 2006 DRAFTED: August 28, 2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 for submission, runoff and hardcover calculations to follow Monday morning. REVISED: November 29, 2006 to revise plan per City staffs markup of plan. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East tine of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof, thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Engineer d a Professional Surveyor under the Laws of the State of Minnesota. 1i J s H. Parker P.E. & P.S. No. 9235 LEGEND 934 ue.e�vs+me�. 934.5 � Wrw 6.ees MP9evwsfl+ — SE — o.s..vmear..wooq.:tr� —n— o..e"wsaraW. PROPOSED EASEMENTS EOR MANAGE AND UTUTY PURPOSES AAE SHD THUS: E______________ I I BEING 5 FEET NIX ON A LOT ONES EXCEPT ON THOSE LOT ONES WHICH ABUT STNEETS WHERE THEY ARE 10 FEET WIDE. I I I I I I I PRELIMINARY PLAT OF FOX HILL GRAPEQC SCALE x a u w m F 1 1 _ _ _ \, / 4 €6d 9 \\ 1 1 11 5 0 LJ 0 0 0 3 0 w 0 0 3 DRAWING NO. 060947 UTILITY & SURFACING PLAN _ _ J / €6d 9 0 LJ 0 0 0 3 0 w 0 0 3 DRAWING NO. 060947 UTILITY & SURFACING PLAN V V 1 1 -) V 1/ 1 1 V/ LJ X% L11 4 kJ liLl1 V 1 /�, lel lr�l\Lli /.7 ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May, 2006 DRAFTED: August 28, 2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: preliminary REVISED: morning. REVISED: REVISED: November 1, 2006 to add possible future homes and proposed contours, still very November 3, 2006 for submission, runoff and hardcover calculations to follow Monday November 29, 2006 to revise plan per City staff s markup of plan. November 30, 2006 to revise plan per City staff s final comments. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast corner thereof, thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: 1. The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. 2. The client has had us show the setback from the north line of Lots 2 and 3 as 30 feet, a front setback, under the language of the ordinance, but asks that the City consider whether the intent of the ordinance would be better met by considering the north lines of these lots as side lines and the east line of the roadway easement as the front line. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Engineer d a Professional Surveyor under the Laws of the State of Minnesota. H H. Parker P.E. & P.S. No. 9235 LEGEND Denotes existing contour line 934 Denotes proposed contour line 934.5---, Denotes proposed spot elevation Denotes direction of proposed stone water flow Denotes proposed silt fence per City specifications S Denotes proposed sanitary sewer line W Denotes proposed water line - ST Denotes proposed drain file line PRELIMINARY PLAT OF FOX HIL EXISTING DWELLING i u i / OSTIN / 6CVERT 912.67 PER REODRD PLANi— / W l _� W W � EAS11NG 6• SEWER STUB PER RECORD PLANS S � S — S S — S \ 1 \ \ I \ \WOOD FENQE_ � 1 i i � I 1 � 4 - / / / / NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECT. 1. TWN. 116. RNG. 23,,., I , / // I � OVERHEAD UTILITY EXISTING r WATERNAIN PER RECWORD PLANS DRIVE CRY OF CHANH RECEIVE] Q I. i DEC 0 1 i u GRAPHIC SCALE 30 0 15 30 60 ( IN FEET) 1 NN )6 ------------------------ _J W W Mw W W W W W W W W W W W W DRAWING NO. 061130 EXISTING CONDITIONS, SHEET 1 OF 9 VV11.JV 1/ 11V/LJ 111..711\VliLl1V 1L�, V11A1WJ1_J0 ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May, 2006 DRAFTED: August 28, 2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 for submission, runoff and hardcover calculations to follow Monday morning. REVISED: November 29, 2006 to revise plan per City staff s markup of plan. REVISED: November 30, 2006 to revise plan per City staff s final comments. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast corner thereof, thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: 1. The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. 2. The client has had us show the setback from the north line of Lots 2 and 3 as 30 feet, a front setback, under the language of the ordinance, but asks that the City consider whether the intent of the ordinance would be better met by considering the north lines of these lots as side lines and the east line of the roadway easement as the front line. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional EnOg� Meer d a Professional Surveyor under the Laws of the State of Minnesota. "9,A I V 6JW&Q� H. Parker P.E. & P.S. No. 9235 LEGEND PROPOSED EASEMENTS FOR DRAINAGE AND UTILITY PURPOSES ARE SHOWN THUS: of 1------- I I BEING 5 FEET WIDE ON ALL LOT LINES EXCEPT ON THOSE LOT LINES WHICH ABUT STREETS WHERE THEY ARE 10 FEET WIDE. I --S- I I I I I PRELIMINARY PLAT OF FOX HILL GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) EXISTING DWEWNG I I / / / INVERT - 91267 PFR. J&EG°ND PLms— / W ___� W W __ � W EXISTING 8' SEVER SNB PER RECORD PLANS �_—S--S---S S S -. N \ \ WOOD FENCE--- \ I FOUND IRON / / U / In / W / W 00: IM M �� N^ oN z W Denotes existing content line 934 Denotes proposed contour line Denotes proposed spot elevation 1 Denotes direction of proposed storm water flow LO Denotes proposed silt fence per City specifications — S Denotes proposed sanitary sewer line — W Denotes proposed water line — ST Denotes proposed drain tile line PROPOSED EASEMENTS FOR DRAINAGE AND UTILITY PURPOSES ARE SHOWN THUS: of 1------- I I BEING 5 FEET WIDE ON ALL LOT LINES EXCEPT ON THOSE LOT LINES WHICH ABUT STREETS WHERE THEY ARE 10 FEET WIDE. I --S- I I I I I PRELIMINARY PLAT OF FOX HILL GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) EXISTING DWEWNG I I / / / INVERT - 91267 PFR. J&EG°ND PLms— / W ___� W W __ � W EXISTING 8' SEVER SNB PER RECORD PLANS �_—S--S---S S S -. N \ \ WOOD FENCE--- \ I FOUND IRON / / U / In / W / W 00: IM M �� N^ oN z W 8 to NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECT. 1, TWN. 116, RNC, 23,,,, I I , I I w C� � w I , 3 1 /11 TTI /1T A U V I Lttt _ L/ I /—� ovERHEAD unuTr w -LINES- -- � I to 3 IO I� L — J N y w W W EXISTING 8' WATERMAIN PER RECORD PLANS FOX IIOLLOX DRIVE w I w --259.85 (MEAS.) 260.05 (DESC.) S 89'42'14" E-- FOUND IRON 30.00 1 — — 43.14 i 146.70 1 � --- ----- I Mi I w 3 I w 40 I 3 L--- 30-i- 3 T w ' 1 I a 25,290 sq. ft. TOTAL 18,067 sq. ft. E. of Road EasementI ' I I I I � _ I _�----'---------J 2 --------- --- i o� I to .}� 30 f -- W I �W I � C7l I I NI N ---- Z 30.00 25,305 sq. ft. TOTAL I e b I 19,372 sq. ft. E. of Road Easement a o 110 01 M I o I 30.00 I I ---- I I L---------------��—--- —J I 1— -------- --------------- 01 I MI I I � I ILO I a, It II O 23,112 sq. ft. I I 1p '� —p0.1? P�pak EN E \ \ I �j0 � 30 t' I 1L-------- --QT:---_4 --260.22 (MEAS.)-- cHaN FENCE 6 --260.05 (DESC.)-- S 89'41'24" E o R 3 W ---------1 lay W R m w �+ w �I II U I� W I0 O W w It) I�00 0 00 Tao W z w IN 0 n I� M I I w I w J I I I w W UK W W C� Li JJ CJ 0 0 DRAWING NO. 061130 LOT LAYOUT, SHEET 2 OF 91 0: 1 LO M 1 M I 1 1 A 1 1 L 1 /ND 10. i / / , S5 \ . I 1 zI I 1 8 to NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECT. 1, TWN. 116, RNC, 23,,,, I I , I I w C� � w I , 3 1 /11 TTI /1T A U V I Lttt _ L/ I /—� ovERHEAD unuTr w -LINES- -- � I to 3 IO I� L — J N y w W W EXISTING 8' WATERMAIN PER RECORD PLANS FOX IIOLLOX DRIVE w I w --259.85 (MEAS.) 260.05 (DESC.) S 89'42'14" E-- FOUND IRON 30.00 1 — — 43.14 i 146.70 1 � --- ----- I Mi I w 3 I w 40 I 3 L--- 30-i- 3 T w ' 1 I a 25,290 sq. ft. TOTAL 18,067 sq. ft. E. of Road EasementI ' I I I I � _ I _�----'---------J 2 --------- --- i o� I to .}� 30 f -- W I �W I � C7l I I NI N ---- Z 30.00 25,305 sq. ft. TOTAL I e b I 19,372 sq. ft. E. of Road Easement a o 110 01 M I o I 30.00 I I ---- I I L---------------��—--- —J I 1— -------- --------------- 01 I MI I I � I ILO I a, It II O 23,112 sq. ft. I I 1p '� —p0.1? P�pak EN E \ \ I �j0 � 30 t' I 1L-------- --QT:---_4 --260.22 (MEAS.)-- cHaN FENCE 6 --260.05 (DESC.)-- S 89'41'24" E o R 3 W ---------1 lay W R m w �+ w �I II U I� W I0 O W w It) I�00 0 00 Tao W z w IN 0 n I� M I I w I w J I I I w W UK W W C� Li JJ CJ 0 0 DRAWING NO. 061130 LOT LAYOUT, SHEET 2 OF 91 V V 1 1 J V 1/ 1 1 V/ LJ 11L11 V V LL11lJ 1 Lam, vl 11-1-1\LL/J ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYE D REVISED: REVISED: _ May, 2006 DRAFTED: August 28, 2006 October 31, 2006 to show very preliminary 3 lot concept with private street. November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 for submission, runoff and hardcover calculations to follow Monday morning. REVISED: November 29, 2006 to revise plan per City staff s markup of plan. REVISED: November 30, 2006 to revise plan per City staff s final comments. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast corner thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: 1. The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. 2. The client has had us show the setback from the north line of Lots 2 and 3 as 30 feet, a front setback, under the language of the ordinance, but asks that the City consider whether the intent of the ordinance would be better met by considering the north lines of these lots as side lines and the east line of the roadway easement as the front line. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Engineer d a Professional Surveyor under the Laws of the State of Minnesota. OH H. Parker P.E. & P.S. No. 9235 LEGEND _ Denotes existing contour line PVI = 1+50 i Denotes proposed contour line 934.5 �, Denotes proposed spot elevation 4= Denotes direction of proposed storm water flow — SF Denotes proposed silt fence per City specifications S Denotes proposed sanitary sewer line W Denotes proposed water line ST Denotes proposed drain the line PROPOSED EASEMENTS FOR DRAINAGE AND UTILITY PURPOSES ARE SHOWN THUS: p1 1------- I BEING 5 FEET WIDE ON ALL LOT LINES EXCEPT ON THOSE LOT LINES WHICH ABUT STREETS WHERE THEY ARE 10 FEET WIDE. I�-S- I I I I I PRELIMINARY PLAT OF FOX HIL GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) EXISTING DWEWNG I I DSTIN /INVERT - 912.67 PER RECORD PLANS / W W W W EXISTING 8' SEWER STUB PER RECORD PLANS .��S— S S S—V�S PROPOSED 12 INCH PVC CULVERT S. INV. - 925.5 I N. INV. = 925.2 I I I� I I I� I� I I T I /"� T NORTHEAST CORNER OF THE SOUTHEAST +� PVI = 1+50 i 116. RNG. 23\ W \ ELEV. = 932.5 \ L = 100 I� / \\ M=1.00 / �_ W �m / o� w i / \ _ / p�Frj�� 0R , �« C.o�m�n 1 OVERHEAD UTILITY —7 � /y -LINES- -- �U W \ PVI = 2 1 ELEV. = 931.7\5awv L = 50 1' M=0.50\\ W w A 1 L TOP PROP. RET. WALL - 936.5- 1 1 I I I� I I I� I� I I T I /"� T NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECT. 1. TWN. 116. RNG. 23\ II W 'I w i / 3 / OVERHEAD UTILITY -LINES- -- J I W w EXISTING 8,WATERMAIN PER RECORD PLANS DRIVE INFILTRATIONAREA 2/3 WASHED SAND MIXED WITH 1/3 P$AT w FROM 924 TO 925 AND SEEDED I 3 4' PERFORATED PVC FLAT AT 924 COVER WITH PEA ROCK AND FILTER FABRIC - EMERGENCY OVERFLOW AT 927.0 STORAGE 925 TO 927 = 2570 CU. FT. < W W W W W W W W DRAWING NO, 061130 GRADING, DRAINAGE & EROSION CONTROL PLAN, SHEET 3 OF 9 V V 1 1 —P V 11 1 1 VI LJ 11L11 V V 1iL111J 1 Lam, V11A.1W1iIJ ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May, 2006 DRAFTED: August 28, 2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 for submission, runoff and hardcover calculations to follow Monday morning. REVISED: November 29, 2006 to revise plan per City staff s markup of plan. REVISED: November 30, 2006 to revise plan per City staff s final comments. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast corner thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: 1. The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. 2. The client has had us show the setback from the north line of Lots 2 and 3 as 30 feet, a front setback, under the language of the ordinance, but asks that the City consider whether the intent of the ordinance would be better met by considering the north lines of these lots as side lines and the east line of the roadway easement as the front line. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Engineer d a Professional Surveyor under the Laws of the State of Minnesota. ),. '�'H H. Parker P.E. & P.S. No. 9235 LEGEND PROPOSED EASEMENTS FOR DRAINAGE AND UTILITY PURPOSES ARE SHOWN THUS: OT ------- I I BEING 5 FEET WIDE ON ALL LOT LINES EXCEPT ON THOSE LOT LINES WHICH ABUT STREETS WHERE THEY ARE 10 FEET WIDE. I _5_ I� I I I I PRELIMINARY PLAT OF FOX HIL GRAPHIC SCALE 30 0 15 30 60 I AM ( IN FEET ) EXISTING DWELLING I I Denotes existing contour line 934 Denotes proposed contour line 934.5 �_ Denotes proposed spot elevation 1 Denotes direction of proposed storm water flow — SF — Denotes proposed silt fence per City specifications S Denotes proposed sanitary sewer line W Denotes proposed water line ST Denotes proposed drain the line PROPOSED EASEMENTS FOR DRAINAGE AND UTILITY PURPOSES ARE SHOWN THUS: OT ------- I I BEING 5 FEET WIDE ON ALL LOT LINES EXCEPT ON THOSE LOT LINES WHICH ABUT STREETS WHERE THEY ARE 10 FEET WIDE. I _5_ I� I I I I PRELIMINARY PLAT OF FOX HIL GRAPHIC SCALE 30 0 15 30 60 I AM ( IN FEET ) EXISTING DWELLING I I 00[ USTIN / INVERT = 912.67 PER RECORD PLANS / W --�— W W W EXISTING 8' SEWER STUB PER RECORD PLANS —SSS —OPOMANHOLE _,O__ S �- S S INVERT =MATCH EXISTING STUB \ �z ?'o U PROPOSED INCH PVC CULVERT \ z S. INV. 922 5.5 47f N. INV. = 925.2 WOW FEN 5m\ I N N \ < m Vf ■ZM i �",,� y w r Aa�710 = m Fow!�W5 NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECT. 1, TNM. 116, RNG. 23\ � � W I �1 3 I , 1 %11 ITI A % `/ U I L_OVERHEAD unuTY \ t I w -LINES- -_ �� 3 PROPOSED TAP OF EXISTINGMAIN AND 6' GATEATE VALVE VALVE W I W W W EXISTING 8' WATERMAIN PER RECORD PLANS w LIJ SF ROPOSED CONNECT TO BACK EX. CB. ` T INVERT LEVEL _ _ _ 1 ■ c > AND 4' DRAIN I 3 I w I W I 40 -- - ------- I I 3 1i7 W W INFILTRATION AREA ' 00[ W �J FROM 924 TO 925 AND SEEDED I o:- 1 WITH PEA ROCK AND FILTER FABRIC I EMERGENCY OVERFLOW AT 927.0 PROPOSED HYDRA] 1 A 1 L T>� 1 / / / / / N W Z 1 �I 1 1 I NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECT. 1, TNM. 116, RNG. 23\ � � W I �1 3 I , 1 %11 ITI A % `/ U I L_OVERHEAD unuTY \ t I w -LINES- -_ �� 3 PROPOSED TAP OF EXISTINGMAIN AND 6' GATEATE VALVE VALVE W I W W W EXISTING 8' WATERMAIN PER RECORD PLANS w LIJ SF ROPOSED CONNECT TO BACK EX. CB. ` T INVERT LEVEL _ _ _ 1 ■ c > AND 4' DRAIN I 3 I w I W I 40 -- - ------- I I 3 1i7 W W INFILTRATION AREA ' 2/3 WASHED SAND MIXED WITH 1/3 P$AT W �J FROM 924 TO 925 AND SEEDED I 3 4' PERFORATED PVC FLAT AT 924 COVER WITH PEA ROCK AND FILTER FABRIC EMERGENCY OVERFLOW AT 927.0 STORAGE 925 TO 927 = 2570 CU. FT. T>� N W Z An An 3 I w W W W LM W In LMJ W W W W DRAWING NO. 061130 UTILITY & SURFACING PLAN, SHEET 4 OF 9 VV11JV 1/ 11V/LJ 11L119V1iL11V Xlf , V11f11WL/J ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYE D REVISED: REVISED: _ May, 2006 DRAFTED: August 28, 2006 October 31, 2006 to show very preliminary 3 lot concept with private street. November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 for submission, runoff and hardcover calculations to follow Monday morning. REVISED: November 29, 2006 to revise plan per City staff s markup of plan. REVISED: November 30, 2006 to revise plan per City staff s final comments. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast corner thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: 1. The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. 2. The client has had us show the setback from the north line of Lots 2 and 3 as 30 feet, a front setback, under the language of the ordinance, but asks that the City consider whether the intent of the ordinance would be better met by considering the north lines of these lots as side lines and the east line of the roadway easement as the front line. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Engineer d a Professional Surveyor under the Laws of the State of Minnesota. I V H. Parker P.E. & P.S. No. 9235 LEGEND PRELIMINARY PLAT OF FOX HIL GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) EXISTING DWELUNG / S"N / INVERT / W — / _ u � W rnenur n• ccYc Denotes existing contour line 934 Denotes proposed contour line 934.5 �, Denotes proposed spot elevation 1 Denotes direction of proposed storm water flow - SF — Denotes proposed silt fence per City specifications — S Denotes proposed sanitary sewer line — W Denotes proposed water line — ST Denotes proposed drain the line PRELIMINARY PLAT OF FOX HIL GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) EXISTING DWELUNG / S"N / INVERT / W — / _ u � W rnenur n• ccYc /11 ITI /\T NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECT. 1. TWN. 116. RNG. 23\ I w w OVERHEAD UTILITY w -LINES- --' -J w w w EXISTING 8• WATERMAIN PER RECORD PLANS DRIVE w I SF W =V W W W W W UJ W W W C:� Ld C� CJ c� > W DRAWING NO. 061130 HARDCOVER, SHEET 5 OF 9 awi 1 ow;i ai3� A 1 L / / / \ / F— I I I /11 ITI /\T NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECT. 1. TWN. 116. RNG. 23\ I w w OVERHEAD UTILITY w -LINES- --' -J w w w EXISTING 8• WATERMAIN PER RECORD PLANS DRIVE w I SF W =V W W W W W UJ W W W C:� Ld C� CJ c� > W DRAWING NO. 061130 HARDCOVER, SHEET 5 OF 9 V V 1 1 J V 1/ 1 1 V/ LJ 1N -L11 9 V LLl1 V 1 Lam, VlIJ ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May, 2006 DRAFTED: August 28, 2006 REVISED: REVISED: preliminary REVISED: morning. REVISED: REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. November 1, 2006 to add possible future homes and proposed contours, still very November 3, 2006 for submission, runoff and hardcover calculations to follow Monday November 29, 2006 to revise plan per City staff s markup of plan. November 30, 2006 to revise plan per City staff s final comments. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast corner thereof, thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: 1. The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. 2. The client has had us show the setback from the north line of Lots 2 and 3 as 30 feet, a front setback, under the language of the ordinance, but asks that the City consider whether the intent of the ordinance would be better met by considering the north lines of these lots as side lines and the east line of the roadway easement as the front line. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Engineer d a Professional Surveyor under the Laws of the State of Minnesota. ( �� H. Parker P.E. & P.S. No. 9235 LEGEND - - Denotes existing contour line 934 Denotes proposed contour line 934.5 �_ Denotes proposed spot elevation 4-- Denotes direction of proposed storm water flow Denotes proposed silt fence per City specifications - S Denotes proposed sanitary sewer line - W Denotes proposed water line - ST Denotes proposed drain the line PRELIMINARY PLAT OF FOX HIL EXISTING N. WATERSHED 148+1035 = 1183 sq. ft. or 0.027 Acres impervious 39510 - 1183 = 38326 sq. ft. or 0.880 Acres grass Weighted average C = 0.38 as calculated below: 0.35 x .880 = 0.308 0.95 x .027 = 0.026 0.37 x .907 = 0.334 L = 273 feet n = 0.4 (posture or average grass) s =(930.3-923.5)/273 = 0.025 tc = 17 minutes Q10 = CIA = .37 x 5.65 x 0.907 = 1.90 cfs Q100 = .38 x 6.35 x 0.907 = 2.13 cfs EXISTING S. WATERSHED 148+1351 = 1499 sq. ft. or 0.034 Acres impervious 34205 - 1499 = 32706 sq. ft. or 0.751 Acres grass Weighted average C = 0.38 as calculated below: 0.35 x .751 = 0.263 0.95 x .034 = 0.033 0.38 x .785 = 0.296 L = 246 feet n = 0.4 (pasture or average grass) s =(930.3-923.7)/246 = 0.027 tc = 16.5 minutes Q10 = CIA = .38 x 4.50 x 0.785 = 1.34 cfs Q100 = .38 x 6.50 x 0.785 = 1.94 cfs GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) EXISTING DWELLING i u 1 i IrnN / INVERT - 912.67 PER RECORD PLAN / W W� W W � EXISTING 6' SEWER STUB PER RECORD PLANS ----SSTs-S-- S S i NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECT. 1, TWN. 116, RNG. 23\ it (� � � OVERHEAD UTILITY -W-W EXISTING 6' WATERNAIN PER RECORD PLANS DRIVE W W W W W W W W J DRAWING NO, 061130 EXISTING WATERSHEDS, SHEET 6 0F 9 \ \1 1 \ \ I � WOOD FENQE-• I � I I I � / I / � I I \ 1 \ 1 \ \\ 1 \ 1 \ 1 \\ 1 A 1 4- 1 1 1 I- i NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECT. 1, TWN. 116, RNG. 23\ it (� � � OVERHEAD UTILITY -W-W EXISTING 6' WATERNAIN PER RECORD PLANS DRIVE W W W W W W W W J DRAWING NO, 061130 EXISTING WATERSHEDS, SHEET 6 0F 9 V V 1 1 J V 1/ 1 1 V/ LJ 1 Lam, Vl1_A1tl�Lt..J ADVANCE SURVEYING d � ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May, 2006 DRAFTED: August 28, 2006 REVISED: October 311 2006 to show very preliminary 3 lot concept with private street. REVISED: November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 for submission, runoff and hardcover calculations to follow Monday morning. REVISED: November 29, 2006 to revise plan per City staff s markup of plan. REVISED: November 30, 2006 to revise plan per City staff s final comments. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast corner thereof, thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: 1. The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. 2. The client has had us show the setback from the north line of Lots 2 and 3 as 30 feet, a front setback, under the language of the ordinance, but asks that the City consider whether the intent of the ordinance would be better met by considering the north lines of these lots as side lines and the east line of the roadway easement as the front line. STANDARD SYMBOLS & CONVENTIONS: Denotes 1/2 1t ID pipe with plastic plug bearing State License Number 9235, set, if o'1 is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Engineer d a Professional Surveyor under the Laws of the State of Minnesota. q-a�� '�`H H. Parker P.E. & P.S. No. 9235 LEGEND - Denotes existing contour line 7J'T Denotes proposed contour line 934.5 �, Denotes proposed spot elevation 4-= Denotes direction of proposed storm water flow - SF - Denotes proposed silt fence per City specifications -S Denotes proposed sanitary sewer line - W Denotes proposed water line - ST Denotes proposed drain tile line PROPOSED EASEMENTS FOR DRAINAGE AND UTILITY PURPOSES ARE SHOWN THUS: 0} I BEING 5 FEET WIDE ON ALL LOT LINES EXCEPT ON THOSE LOT LINES WHICH ABUT STREETS WHERE THEY ARE 10 FEET WIDE. I--5 I I I PRELIMINARY PLAT OF FOX PROPOSED N. WATERSHED 7749 sq. ft. or 0.178 Acres impervious (house, deck drive,street, ret. walls) 28630 - 7749 = 20881 sq. ft. or 0.479 Acres grass Weighted average C = 0.51 as calculated below: 0.35 x .479 = 0.168 0.95 x .178 = 0.169 0.51 x .657 = 0.337 L = 348 feet n = 0.4 (pasture or average grass) s =(930-924)/348 = 0.017 tc = 20 minutes Q10= CIA =.51 x4.10x 0.657 = 1.37 cfs Q100=.51 x5.90x0.657= 1.97 cfs HILL EXISTING DWELLING I I / rnN / INVERT- rt�.or ren. Mc M Am / W W W EXISTING B' SEWER STUB PER RECORD PLANS - --�S � s-_5 S -�- / ROPOSED a DRAIN TILE UNEO INVERT =920.5-~ NORTHEAST CORNER OF THE SOUTHEAST OUARTER OF SECT. 1. TWIN. 116. RING. 23- � � W I I T I n I I / 1 / /1 T \ \ U V I L _ \J IunuTY- \ W - LINES- - \\ I LIJ W W T- ---- W W EXISRNC 6' WATERMAIN PER RECORD PLANS OX �IOLLOIY PRIVE W I w Sr t ST SF n - PROPOSED CATCHBASINI ^_. d I APOSED 12" PVC STORM UNE -- PR PO B. ' INVERT -920 1 _ _ _ A�/1 / GRATE 90 - ------�-- --- A IN --- ' ®. PROPOSED CATCHB�q / j IOINVERT =919.70ni St 1.41 .: 6.15 0 5 I � = 924.'( �F ATE PVI 0%50 d Z p ELEV. - 925.5 � ` �p N_ 40 = 80 �x // ------------ Ly \ M =.65 \ I \ m PROPOSED 12 INCH PVC CULVERT \ S. INV. - 925.5 I N. INV. = 925.2 TI \ I \ N F rn TOP PROP. RET. 9� / `` - I o -,-,7 WALL ` o / TOP P OP. RET. qN� �ry < ,0 N / WALL 929.5-� I� ; ?m w Ui C14 T, -JI No 92a.o1017 T ^ " 1 WOOD FEN t t` 1 R \ �� o j� \"' `�-i ( 1 9 y/I \\ a' ,0C TOP R W4fL 3.2 p --- I II I \ 50 ELEV.+932.5 L = 100 / �'i------$---� � ----L---- 'd no\\M=1.00 1+5- _�----�T- f ------- 11 I / am \ o�zF<WI NII III 111-\ I 1 9ql PT T /// �� ' I � I I L� PROPOSED S. WATERSHED \ `� IHIGH 9,871 sq. ft. impervious or 0.227 Acres 35626 - 9871 = 25755 sq. ft. or 0.591 Acres 0)III I s grass \ / \ m 32. Weighted average C = 0.52 as calculated below: \ �8 \ .7- 06,2 -7- Sr I r°i / / 1 �I 0.35 x .591 = 0.207 \ aW '< 0.95 x .227 = 0..216 \ V 0.52 x .818 = 0.423 PVI = 2+25 g I 0 32.5 I lr L = 385 feet 1 LL= .50 931.7\5 a 2.7�2� 25 / / I ' 3 In = 0.4 (pasture or average grass) M = 0.50 \ I o - - I POSSIBLE FUTURE WALNOUi s =(930-924)/385 = 0.016 1 I I & � - 1.41 LOW FLOOR - 930.0 GARAGE FLOOR - 936,E tc = 22 minutes '` _ _ -}- I I � Q10 = CiA = .52 x 3.73 x 0.818 = 1.59 cfs \\ Q100 = .52 x 5.30 x 0.818 = 2.25 cfs I I « 932.5 _ _929.5 _ _ _ 929.5_ _ _ 1 1 1.94/2.25 X 5.3 = 4.57 IN/HR AFTER 7 MINUTES \ t I a _--_-_ \ --- ��;- ----- ------ - -� 7 MIN. X 60 SEC/MIN X (2.25-1.94) X 1/2 = 65 \ 'P, CU. FT. REQUIRED STORAGE 1 \ - ---- \ \ 2570 PROVIDED IT -1936 937.4 p I,I'r� 1 936.5 - _ TOP PROP. RET. 1 SII POSSIBLE FUTURE WALKOUT/�� X �� s �D LOW FLDWELLIOOR - 930.0 �'' m GARAGE FLOOR - 936.892 POSSIBLE FUTURE / ,� /� �L, I Ij w 3 928.7 10 x 30 DE CIc l�100, / I -4� To p0.N x w 3 --- - - i L--- �=--- �- --=- ° o °o°0 0 1 1� --- _----=�-y--I - °o O O U 4 _ e_e_o_ , GRAPHIC SCALE 30 0 15 30 60 ( IN FEET ) CHAIN PROPOSED RIP w 3 INFILTRATION AREA I Imo\ 2/3 WASHED SAND MIXED 'WITH 1/3 PIAT w `J FROM 924 TO 925 AND SEEDED 3 4' PERFORATED PVC FLAT AT 924 COVER WITH PEA ROCK AND FILTER FABRIC EMERGENCY OVERFLOW AT 927.0 STORAGE 925 TO 927 = 2570 CU. Fr.I I < a O m �\ I \\ B - - - - - - - I w - - - - - - - - - - - - W W W LJ W W w M W w DRAWING NO. 061130 PROPOSED WATERSHEDS, SHEET 7 OF 91 VVVTJ / 1/ 11V/LJ 11L11V\JLLl1V 1L�, �11L71WLI� ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May, 2006 DRAFTED: June 2, 2006 REVISED: June 8, 2006 to show Outlot "A" at City staff s suggestion. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast corner thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: The scope of our services for this job is as follows: 1. Showing the location of existing improvements we deemed important. 2. Showing the topography of the site by contour lines and by spot elevations. 3. Showing a preliminary proposal to divide the property into 3 lots and build a roadway and utility systems to serve the three lots, for your review and for the review of such governmental agencies as may have jurisdiction over your proposal. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Engineer and a Professional Surveyor under the Laws of the State of Minnesota. H. Parker P.E. & P.S. No. 9235 LEGEND J-- - - Denotes existing contour line 934 Denotes proposed contour line 934.5Denotes proposed spot elevation 4�— Denotes direction of proposed stoma water flow Denotes proposed silt fence per City specifications VARIANCE FREE PLAT OF FOX HIL / / i DOSRNG DWELLING I W — W —� w'_ NG \ \ EYIrnNG D'NELV I \ 'J WOOD FtNJE— i LLI LO \�1 It \ 0Q\ \ w Z� \ r7 r1 \ \ \I 1 1 / / / / / 1 r- � z z 1 y W w FOX .MOLL EXISTNG DWa1NG GRAPHIC SCALE I 30 0 15 30 60 I / ( IN FEET) z \ o z S 89'41'24" E v�---------------- NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECT. 1, TWN. 116, RNG. 23\ UJ i I I 0 r7 06 N U W W W w W w M DRAWING NO, 061130 VARIANCE FREE PLAT, SHEET 8 OF 9 IN5TALLED HGT. / ROOT I ROOT BALL 15*YM OTT' COMMON NAME SCIENTIFIC NAME GAL. SPECIFIED GOND CONT. SIZE/ COMMENTS PROPOSED CONIFEROUS TREE • PROPOSED SHADE TREE DECIDUOUS TREES A 8 AUTUMN BLAZE MAPLE Acer X freemanii 'Jeffersred 2.5" GAL BBB 40" MIN. DIA. HEALTHY FULL +� EXISTING CONIFEROUS TREE B 25 A rin retic to 1.5" GAL. 56" MIN, DIA. LOCAL SPRING DUG CONIFEROUS TREES D 4 1 BLACK SPRUCE Picea moriono 6' AND "1' HGT. BBB I Be," MIN. DIA. I HEALTHY FULL EXISTING SHADE TREE PROPOSED ORNAMENTAL TREE �� PLANTING SCHEDULE0 NORTHEAST CORNLP. OF THE SOUTHT'. T (AARTCR OF SECT. 1, TION. 116, RNG. LANDSCAPE LAYOUT PLAN O I5' 50' 60, 7L:mmLmmm 411= 50' NORTH PLAN LEGEND • ADD EROSION CONTROL MEASURES IF GRADES GREATER THAN 3:1 OR IF CONDITIONS WARRANT. REFER TO MNDOT SPECIFICATIONS FOR EROSION CONTROL. • PERIMETER SILT FENCE AND ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED PRIOR TO CONSTRUCTION. REFER TO MNDOT SPECIFICATIONS FOR AGGREGATE BASE AND SILT FENCE. • WITHIN TWO WEEKS OF FINISHED SITE GRADING, DISTURBED AREAS SHALL BE STABILIZED WITH SEED, SOD OR ROCK BASE. • CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES, INCLUDING THE REMOVAL OF ACCUMULATED SILT IN FRONT OF SILT FENCES AND EXCESS SEDIMENT IN PROPOSED CATCH BASINS, FOR THE DURATION OF CONSTRUCTION • 3/16" STEEL EDGER TO BE USED TO CONTAIN SHRUBS, PERENNIALS AND "UALS WHERE PLANTING BED MEETS SOD UNLESS OTHERWISE NOTED. • SHRUB SEE MA-%INGS TO RECEIVE 4" DEEP SHREDDED HARDWOOD MULCH WITH FIBER MAT HEED BARRIER • LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AN IRRIGATION LAYOUT PLAN AND SPECIFICATIONS AS PART OF THE SCOPE OF WORK WHEN BIDDING. THESE $HALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO ORDER AND/OR INSTALLATION. IT SHALL SE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE THAT SODDED/SEEDED AND PLANTED AREAS ARE IRRIGATED PROPERLY, INCLUDING THOSE AREA$ DIRECTLY AROUND AND ABUTTING BUILDING FOUNDATION SYSTEM TO WORK WITH EXISTING PIPING ON-SITE. • LANDSCAPE CONTRACTOR SHALL INSURE THAT SOIL CONDITIONS AND COMPACTION ARE ADEQUATE TO ALLOW FOR PROPER DRAINAGE AROUND THE CONSTRUCTION SITE. UNDESIRABLE CONDITIONS $HALL BE BROUGHT TO THE ATTENTION OF THE LANpSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK IT SHALL BE THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO INSURE PROPER SURFACE AND SUBSURFACE DRAINAGE IN ALL PLANTING AREAS, LANDSCAPE CONTRACTOR $HALL REVIEW THE SITE FOR DEFICIENCIES IN THE PLANT MATERIAL $ELECTIONS AND OTHER SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE PLANT MATERIAL $ELECTIONS OR SITE CONDITIONS SHALL 13E BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK • LANDSCAPE CONTRACTOR SHALL PREPARE AND SUBMIT A WRITTEN REQUEST FOR THE OWNER ACCEPTANCE INSPECTION OF LANDSCAPE AND SITE IMPROVEMENTS PRIOR TO SUBMITTING FINAL PAY REQUEST. • LANDSCAPE CONTRACTOR SHALL PREPARE AND SUBMIT REPRODUCIBLE AS -BUILT DRAWING(S) OF LANDSCAPE INSTALLATION, IRRIGATION AND SITE IMPROVEMENTS UPON COMPLETION OF CONSTRUCTION INSTALLATION AND PRIOR TO PROJECT ACCEPTANCE. • LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR ONGOING MAINTENANCE OF NEWLY INSTALLED MATERIALS UNTIL TIME OF OWNER ACCEPTANCE. ACTS OF VANDALISM OR DAMAGE WHICH MAY OCCUR PRIOR TO OWNER ACCEPTANCE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR • UNLESS NOTED OTHERWISE, THE APPROPRIATE DATES FOR SPRING PLANT MATERIAL INSTALLATION AND SEED/SOD PLACEMENT 15 FROM THE TIME GROUND HAS THAWED TO JUNE 15. • FALL S')DDING IS GENERALLY ACCEPTABLE FROM AUGUST 15 TO NOVEMBER ' PALL SEEDING IS GENERALLY ACCEPTABLE FROM AUGUST I5 TO SEPTEMBER B. ADJUSTMENTS TO SOD/SEED PLANTING DATES MUST BE APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. • PROPOSED PLANT MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, ANSI 260.1. UNLESS NOTED OTHERWISE. DECIDUOUS SHRUBS SHALL HAVE AT LEAST 5 CANE$ AT THE SFECTMD HEIGHT. ORNAMENTAL TREE$ SHALL HAVE NO 'V' CROTCHES AND SHALL BEGN BRANCHING NO LOWER THAN Y FEET ABOVE THE ROOT BALL. STREET AND BOULEVARD TREES SHALL BEGIN BRANCFING NO LOWER THAN 6' ABOVE FINISHED GRADE. • PLAN TAKES PRECEDENCE OVER PLANT SCHEDULE IF DISCREPANCIES IN QUANTITIES EXIST. SPECIFICATIONS AND DETAILS TAKE PRECEDENCE OVER NOTL6, • LANDSCAPE CONTRACTOR SHALL WARRANTY NEW PLANT MATERIAL THROUGH ONE CALENDAR YEAR FROM THE DATE OF THE OWNER ACCEPTANCE. NO PARTIAL ACCEPTANCE WILL BE CONVDEFRED. PLANTING NOTES • NO PLANT MATERIAL SUBSTITUTIONS WILL BE ACCEPTED UNLESS APPROVAL IS REQUESTED OF THE LANDSCAPE ARCHITECT BY THE LANDSCAPE CONTRACTOR PRIOR TO THE SUBMISSION OF BID AND/OR QUOTATION. • ADJUSTMENTS M LOCATION OF PROPOSED PLANT MATERIALS MAY BE NEEDED IN FIELD. LANDSCAPE ARCHITECT MUST BE NOTIFIED PRIOR TO ADJUSTMENT OF PLANTS. • PLANT MATERIAL SHALL BE FERTILIZED UPON INSTALLATION WITH DRIED BONE MEAL, OTHER APPROVED FERTILIZER MIXED M WITH THE PLANTING SOIL PER THE MANUFACTURER'S INSTRUCTIONS OR MAY BE TREATED FOR SUMMER AND FALL INSTALLATION WITH AN APPLICATION OF GRANULAR 5-0-20 OF T2 OZ- PER 25" CALIPER TREE AND 6 OZ PER SHRUB WITH AND ADDITIONAL APPLICATION OF 10-0-15 THE FOLLOWING SPRING IN THE TREE SAUCER • PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS • PLANTING AREAS RECEIVING GROUND COVER PERENNIALS, ANNUAL$, AND/OR VINES SHALL RECEIVE A MINIMUM OF 12" DEPTH OF PLANTING SOIL CONSISTING OF AT LEAST 45 PARTS TOPSOIL, 45 PARTS SCREENED COMPOST OR MANURE AND 10 PARTS $AND. • WRAPPING MATERIAL SHALL BE CORRUGATED POLYETHYLENE PIPING 1" GREATER IN CALIPER THAN THE TREE BEING PROTECTED OR QUALITY, HEAVY, WATERPROOF CREPE PAPER MANUFACTURED FOR THIS PURPOSE, WRAP DECIDUOUS TREE$ PLANTED IN THE FALL PRIOR TO DECEMBER I AND REMOVE WRAPPING AFTER MAY I. • LANDSCAPE CONTRACTOR SHALL CONTACT PUBLIC UTILITIES FOR LOCATION OF UNDEPYsROFJD WIRES, CABLES, CONDUIT$, PIPES, MANHOLES, VALVES, OR OTHER BURIED STRUCTURES BEFORE DIGGING. LANDSCAPE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE IF DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER • GRADING LIMITS AND LIMITS OF WORK SHOWN ON PLAN ARE ONLY APPROXIMATE AND MAY BE ADJUSTED IN FIELD BY LANDSCAPE ARCHITECT. WOW OUTSIDE OF THESE LIMITS WILL BE DONE AT LANDSCAPE CONTRACTORS EXPENSE UNLESS DIRECTED BY LANDSCAPE ARCHITECT OR OWNER IN WRITING. • EXISTING TREES AND/OR SIGNIFICANT SHRUB MASSINGS FOUND ON SITE SHALL BE PROTECTED AND SAVED UNLESS NOTED TO BE REMOVED OR ARE LOCATED IN AN AREA TO BE GRADED. QUESTIONS REGARDING EXISTING PLANT MATERIAL SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO REMOVAL. NOTE: TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED; IT 15 THE CONTRACTORS OPTION TO STAKE TREES: HOWEVER, THE CONTRACTOR 15 RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE GUARANTEE PERIOD SCARIFY BOTTOM AND 51DE5 OF HOLE PRIOR TO PLANTING DOUBLE STRAND 14 GA. WIRE - 3' 0 120 DEGREE INTERVALS (TYPJ 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYPJ TREE WRAP TO FIRST BRANCH FLAGGING - ONE PER WIRE ROOTBALL TO 51T ON MOUNDED SUE36RADE. REMOVE TOP 1/5 OF BURLAP FROM ROOTBALL. ORGANIC MULCH - 4" DEEP - SEE SPEC PLANTING 501L - SEE SPEC. TOPSOIL SUBGRADE 2" X 2" X 24" WOOD STAKE SET AT ANGLE EDGE CONDITION VARIE5 - SEE PLAN DRAIN SYSTEM AS REOUIRED- TWO ALTERNATE METHODS OF TREE STAKING ARE ILLUSTRATED. IT 15 THE CONTRACTOR'S OPTION ON HOW TO STAKE TREES. HOWEVER, THE CONTRACT RI5 RESPONSIBLE FOR MAINTAINING TREES IN A PLUMB POSITION THROUGHOUT THE WARRANTY PERIOD. Ira1(I�F "XI'x3 LANDSCAPE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR • WITH EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF WORK • LANDSCAPE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND DIMENSIONS SHOWN AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN AND/OR INTENT OF THE PROJECT'S LAYOUT. • LANDSCAPE CONTRACTOR SHALL ASSURE COMPLIANCE WITH APPLICABLE CODES AND REGULATIONS GOVERNING THE WORK AND/OR MATERIALS SUPPLIED. • LANDSCAPE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURES/GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION OPERATIONS. DAMAGE TO SAME SHALL BE REPAIRED AT NO ADDITIONAL COST TO THE OWNER • LANDSCAPE CONTRACTOR SHALL VERIFY ALIGNMENT AND LOCATION OF UNDERGROUND AND ABOVE GRADE UTILITIES AND PROVIDE THE NECESSARY PROTECTION FOR SAME BEFORE CONSTRUCTION / MATERIAL INSTALLATION BEGINS !MINIMUM 10'-0" CLEARANCE). • LANDSCAPE CONTRACTOR $HALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. • UNDERGROUND UTILITIES SHALL BE INSTALLED SO THAT TRENCHES DO NOT CUT THROUGH ROOT SYSTEMS OF ANY EXISTING TREES TO REMAIN. • EXISTING CONTOURS, TRAILS, VEGETATION, CURB/GUTTER AND OTHER ELEMENTS ARE BASED UPON INFORMATION SUPPLIED TO THE LANDSCAPE ARCHITECT BY OTHERS. LANDSCAPE CONTRACTOR SHALL VERIFY DISCREPANCIES PRIOR TO CONSTRUCTION AND NOTIFY LANDSCAPE ARCHITECT OF SAME. • ALIGNMENT AND GRADES OF THE PROPOSED WALKS, TRAILS AND/OR ROADWAYS ARE SUBJECT TO FIELD ADJUSTMENT REQUIRED TO CONFoW TO LOCALIZED TOPOGRAPHIC CONDITIONS AND TO MINIMIZE TREE REMOVAL AND GRADING. CHANGES N THE ALIGNMENT AND GRADES MUST BE APPROVED BY THE LANDSCAPE ARCHITECT. • NO PLANTS WILL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. • SOD ALAS DISTURBED DUE TO GRADING UNLESS NOTED OTHERWISE OR WITHIN WETLAND AREA • REFER TO CIVIL PLANS FOR ItETLAND BOUNDARY, GRADING EXTENTS, SPOT ELEVATIONS, RETAINING WALL DATA, ETC. CONIFEROUS TREE PLANTN6 SCALE: 1/2'- 1'-0' ELEVATION NOTE: CONIFER TO HAVE SHREDDED HARDWOOD MULCH UNLE55 NOTED OTHERWISE. NO MJLGH TO BE IN CONTACT WITH TRUNK. PLACE ROOT BALL 50 THAT BASAL FLARE 15 1" ABOVE 5URROUNDING GRADE. DOUBLE STRAND 14 GA. WIRE - 5'o 120 DEGREE INTERVALS (TVP.) 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL, 1-1/2" WIDE STRAP TYP) 6'-0" STEEL STAKE FLAGGING - ONE PER WIRE ROOT BALL TO 51T ON MOUNDED SUBGRADE, REMOVE BURLAP FROM TOP 1/5 OF ROOT BALL MULCH -4" DEET' -NO MOUNDING (SEE SPEC) PLANTING SOIL - SEE SPEC. TOPSOIL 5UBGRADE 2' X 2" X 24" WOOD STAKE 5ET AT ANGLE PER DRAIN SYSTEM AS REQUIRED- PER SPEC. 4" DIAhETER AUGERED HOLE, 42" MIN. DEPTH. FILLED N 3/4" DIAMETER DRAIN ROCK. COVER N W FILTER FABRIC. 4' SNOW FENCE WITH POSTS V O.G. (MAX.) @ DRIP LINE OF OUTER MOST BRANCHES DRIP LINE 4" SHREDDED HARDWOOD MULCH. REMOVE EXI5TIN6 VEGETATION, PER SPEC., BEFORE IN5TALLIN6 MULCH. FENCE o DRIPL.INE PLAN PER SPEC: NOTE: TREE PROTECTION SHALL BE PROVIDED BY CONTRACTOR AS REOUIRED TO ENSURE 4" DIA. PERF. PVC PIPE WITH SOCK- PLACED IN SURVIVABILITY OF EXISTING TREES TO REMAIN. NO EQUIPMENT OR MATERIALS SHALL BE STORED 42" MIN. DEPTH AUGERED HOLE FILLED WITHIN THE TREE CONSTRUCTION BARRIER A5 DE516NATED ABOVE. WITH 5/4" DIAMETER DRAIN ROCK. LOCATE AT EDGE OF ROOT BALL A5 SHOWN. DECIDUOUS TREE PLANTIN6 DETAIL 5GALEr v2" a 1'60" PLANTING DETAILS Ll TREE PROTECTION DETAIL SCALE, I/8' • I' -O' Tres Protection I.DNg 923 Nicollet Mall Minneapolis, Minnesota 55402 phone(612)332.7522 fax(6612)332.0936 www.damonfarher.com SITE IMPROVEMENTS FOR 6570 ICHANHASSEN ROAD Chanhassen, Minnesota I hereby certify that this plan was prepared by me or under my direct supervision and that I am Registered Landscape Architect under the laws of the State of Mimesarta. Name: Damon Farber Registration #: 12538 Cooacil of t.aa LwApe Architects raU ReyN.suadm Boar& CLARB Certification #: 326 I lgj gnature: Date: 11/3012006 DFA Project #: 06-231 Drawn/Chocked: BH/DF Scale: AS NOTED Date: 11-30-2006 Revision: LANDSCAPE PLAN L1 SHEET S OF S Affidavit of Publication Southwest Suburban Publishing State of Minnesota) )SS. County of Carver ) SCANNED 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 CITY OF CHANHASSEN newspaper, as provided by Minnesota Statute 33IA.02, 331 A.07, and other applicable laws, as CARVER & HENNEPIN amended. COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. (B) The printed public notice that is attached to this Affidavit and identified as No.-M�;_ 07-03 NOTICEIhassen GIlannint was published on the date or dates and in the newspaper stated in the attached Notice and said the Chanhassen Planning Notice is hereby incorporated as part of this Affidavit Said notice was cu[ from the columns of Commission will hold a public the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both hearing on'ruesday, January 2, 2007, inclusive, and is hereby acknowledged as being the kind and size of type used in the composition at 7:00 P.M. in the Council Chambers and publication of the Notice: in Chanhassen C ity Hall, 7700 Market Blvd. The purpose of this hearing is to consider a requestfor Subdivision abcdefghijklmiropqrstuvXxyz of property into three (3) single- family lots with Variances on Property zoned Residential Single Family located at 6570 Chanhassen Road -Fox Hill. Applicant: lOSpring Laurie A. Hartmann Homes, Inc. A plan showing the location of the proposal is available for public Subscribed and sworn before me on review on the City's web site at / rvg www ri chanha s n City planlarb nessh uCityHateresttg usfnenvited ,� . Persons Persons are invited to this � day of 2006 attend this attend this public hearing and express their opinions with respect to this AM GWEN U. AADUENZ proposal.NOTARY Sharmeen Al-Jaff, Senior Planner K%lc - NNhWA Email salialf@ci.chanhassen.mn.us ///� MV fAnYlWW E ves Jars 31 2110 Phone: Notary Public 952-227-1134 (PublishedintheChanhassen Villager on Thursday, December 21,2006; No. 4805) RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $40.00 per column inch Maximum rate allowed by law for the above matter ................................ $40.00 per column inch Rate actually charged for the above matter .............................................. $11.51 per column inch SCANNED b7-63 CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 07-03 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, January 2, 2007, 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 Subdivision of property into three (3) single-family lots with Variances on property zoned Residential Single Family located at 6570 Chanhassen Road — Fox Hill. Applicant: 10 Spring Homes, Inc. A plan showing the location of the proposal is available for public review on the City's web site at www.ci.chanhassen.mn.us/sere/olan/07-03.html or 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 A]-Jaff, Senior Planner Email: gaff@ci.chanhassen.mn.us Phone: 952-227-1134 (Publish in the Chanhassen Villager on December 21, 2006) SCANNED CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 12/07/2006 2:07 PM Receipt No. 0028915 CLERK: katie PAYEE: 10 SPRING HOMES INC 622 82ND STREET WEST CHASKA MN 55318 FOX HILL -PLANNING CASE 07-03 ------------------------------------------------------- Use & Variance 750.00 Recording Fees 500.00 Sign Rent 200.00 Total Cash Check 11332 Change 1,450.00 0.00 1,450.00 0.00 SCANNED This map is neither a legally recorded map nor a survey and is not intended to be used as one. flus M&P is a wraPlabOn of records, information and data located in various city, county, stale and ledans OtlCee and other sources regarding the area shown, and Is to bB used for reference purposes Only. The City does not wamant Mat the Geographic Infom nation System (GIS) Data used to prepare Nis map ars, enor has. and the City, does not represent that the GIS Data can be used for navigational, trading Or any other purpose repumng ending measurement of ,istance or direction or precision in the depiction of geographic featuresa arm, or diampandes are found please cental 952-227-1107. The precedng ,declaimer is WOWced W rsuant to Winesdita Statutes §466.07. Subd. 21 (2000), and Me user of this map aknoMedges Mal the City shall rwt ba liable for any damages, and eVrrssly waives all dams, and agrees le defend, indemnify, and had harmless the City from any and all deems brought by User. its employees or agents. or thio parties mich anse out of the users aces or use of 049J82036654 $ 00.390 ,2/2,/2006 CITY OF CHAN Mailed From 55317 US POSTAGE 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 www.ci.chanhassen.mn.us p6 12i2a�p8 1 N x E V51upsTO FORW RDEgSEO 21_43 NOT pEUNAgLE TO1279_1p3p1g_ .70.1 4-747 �a (act IO<P 11c SCANNED EDGEWATER DEVELOPMENT GROUP `J'� SLA"-'4brooL UTF MG44NO, MN 55364.2986' M, ithe ANcska— data provided. _v _,�Y_ _. - 55-1 .%,--- 11 ldnlrin+l�rr��nrlr h�r rlh 111 uhl�hrl�hr�h l�nrlln r�r nl� Notice of Public Hearing 0-7-63 Chanhassen Planning Commission Meeting Date & Time: Tuesday, January 2, 2007 at 7:00 P.M. This hearing may not start until later In the avenin depending on the order of thea enda. Location: City Hall Council Chambers 7700 Market Blvd. Request for for Subdivision of property into three (3) single - Proposal: family lots with Variances on property zoned Residential Single Famil —FOX HILL Applicant: 10 Spring Homes Inc. Property 6570 Chanhassen Road Location: 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 What Happens public hearing through the following steps: 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 visit the City's projects web page at: www.ci.chanhassen.mn.us/serv/plan/07-03.html. If you wish to talk to someone about this project, please contact Sharmeen Questions & AI-Jaff by email at saliaffOci.chanhassen.mn.us or by phone Comments: at 952-227-1134. If you choose to 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 on the project web site listed above 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 commerciaNndustrial. • 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. SCANNED Date: December 5, 2006 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 To: Development Plan Referral Agencies From: Planning Department By: Sharmeen Al-Jaff, Senior Planner Subject: Request for Subdivision of property into three (3) single-family lots with Variances on property located at 6570 Chanhassen Road and zoned Residential Single Family — FOX HILL. Applicant: 10 Spring Homes, Inc. Planning Case: 07-03 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on December 1, 2006. The 60 -day review period ends January 30, 2007. 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 conceming 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 January 2, 2006 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than December 22, 2006. 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 (Ow est or Sprint/United) 10. Electric Company (Xcel EnerQv or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco 13. Janet Jeremiah, City of Eden Prairie ec"NtD Location Map Fox Hill Planning Case No. 07-03 City of Chanhassen memo min ,pWlEso,, Minnesota Department of Transportation 5 Metropolitan District D pZO OF 7{�PNZ¢ Waters Edge DEC 2 2 2006 1500 West County Road B-2 Roseville, MN 55113-3174 CITY OF CHANHASSEN December 21, 2006 Bob Generous, Senior Planner City of Chanhassen 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 SUBJECT: Fox Hill Mn/DOT Review #P06-126 (3 single family residences) SW Quad of TH 101 (Great Plains Blvd) & Fox Hollow Drive Chanhassen, Carver County Mn/DOT Control Section #2736 Dear Mr. Generous: Thank you for submitting the Fox Hill plat, received on December 5, 2006. The Minnesota Department of Transportation (Mn/DOT) has reviewed the above -referenced plat in compliance with Minnesota Statute 505.03 Subdivision 2, Plats. Before any further development, please address the following issues: Surface Water Runoff.• ■ A drainage permit will be required for this project. No additional runoff to Mn/DOT R/W will be allowed. No runoff to the existing pond located on the opposite side of Fox Hollow Drive will be allowed without increasing its live storage. Although it has been expanded per permit D-05-8830 in 2005, it is not sized for additional stormwater run-off. The applicant needs to fiunish the following: 1) A Grading Plan of the existing & proposed project, showing topography, with Mn/DOT's right of way clearly marked. 2) Drainage area maps for the proposed project showing both existing and proposed drainage areas/boundaries and flows (with flow arrows (also including the direction of pipe flow)). 3) Storm sewer plans and pond plans, with flow arrows for all overland and conveyed water. 4) Hydraulic computations/modeling for both existing and proposed conditions (i.e., Hydro - CAD input assumptions, calibration data, results for 10 and 100 year, 24 hour storm events). An equal opportunity employer r Note: there must be a minimum of one foot of freeboard on ponds located along Mn/DOT right of way for the 100 year event. Please submit any further documentation electronically as Adobe Acrobat (.pdf), and HydroCAD (.hc) files. If plans change, you must resubmit for review. The electronic model and pdf file can be emailed to martin.kors(a),dot.state.mn.us. Please direct questions concerning these issues to Martin Kors (651-634-2077) of Mn/DOT'S Water Resources Engineering section. Traffic Noise: • Mn/DOT's policy is to assist local governments in promoting compatibility between land use and highways. Residential uses located adjacent to highways often result in complaints about traffic noise. Traffic noise from this highway could exceed noise standards established by the Minnesota Pollution Control Agency (MPCA), the U.S. Department of Housing and Urban Development, and the U.S. Department of Transportation. Minnesota Rule 7030.0030 states that municipalities are responsible for taking all reasonable measures to prevent land use activities listed in the MPCA's Noise Area Classification (NAC) where the establishment of the land use would result in violations of established noise standards. Mn/DOT policy regarding development adjacent to existing highways prohibits the expenditure of highway fimds for noise mitigation measures in such areas. The project proposer should assess the noise situation and take the action deemed necessary to minimize the impact of any highway noise. If you have any questions regarding Mn/DOT's noise policy please contact Peter Wasko in our Design section at (651) 582-1293. Permits: ■ Any work within or impacting Mn/DOT Right of Way requires a permit. The existing property has a block retaining wall on Mn/DOT's right of way, which will need to be removed as part of this project. Permit forms are available from Mn/DOT's utility website at the following URL: www.dot.state.mn.us/tecsut)/utility. Please note that permits will not be issued until the plat is approved by Mn/DOT, and conditions have been agreed to. Please include one full size plan set and one 11 x 17 plan set with each permit application. Any questions regarding permit requirements may be directed to Buck Craig (651-582-1447) of Mn/DOT's Metro Permits Section. Electronic Document Request. -.pdffile ■ As a final request, please send an electronic .pdf file copy of your plan submittal for our record keeping purposes to j-uanita.voi t a,dot.state.mn.us . Please refer to Mn/DOT Review #P06-126 Fox Hill / Chanhassen when emailing the .pdf file. Having electronic copies of the plans on file, allows us to respond to questions more efficiently, if needed. Thank you for your consideration in this matter. As a reminder, please address all initial future correspondence for development activity such as plats and site plans to: Development Reviews Coordinator Mn/DOT - Metro Division Mn/DOT Review 006-126 12/20/2006 1• 1500 West County Road B-2 Roseville, Minnesota 55113 Mn/DOT document submittal guidelines require three (3) complete copies of plats and two (2) copies of other review documents including site plans. Failure to provide three (3) copies of a plat and/or two (2) copies of other review documents will make a submittal incomplete and delay Mn/DOT's review and response to development proposals. We appreciate your anticipated cooperation in providing the necessary number of copies, as this will prevent us from having to delay and/or return incomplete submittals. If submitting revised plans, please include a brief narrative identifying what revisions have been made, etc. Please feel free to contact me if you have any questions concerning this review at (651) 634-2083. SiT erely, Juanita Voigt v� Transportation Planner Copy: Roger Gustafson / Carver County Engineer John Freemyer / Carver County Surveyor Mn/DOT Review V06-126 12/20/2006 CARVER J%"g Ca,.` 219 East Frontage Road H 1946 � Waconia, MN 55387 Wi4�TER C% �0 Phone: 952-442-5101 44ty 5`O Fax: 952-442-5497 NSFRVATION DISTRICT htto://www.co.carver.mn.ustSWCD/SWCD main.html Mission Statement: To provide leadership in conservation and teach stewardship of the soil, water, and related resources through a balanced, cooperative program that protects, restores, and improves those resources. December 21, 2006 Sharmeen Al-Jaff, Senior Planner City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 Re: Fox Hill MS.AI-Jaffa The SWCD has taken the opportunity to review the Fox Hill preliminary plat. Please review and consider the following comments and suggestions regarding the SWPPP and erosion control and sediment controls. SWPPP 1. A Storm water pollution preventive plan needs to be developed for this site as it will be over 1 acre of disturbed soils. 2. The SWPPP should contain information on concrete washout areas. 3. Temporary/ Permanent stabilization of the site needs to be incorporated into the SWPPP. Sediment Control 1. Inlet protection may be needed prior to installation of the cast for the curbside catch basins. All positive slopes to the storm sewer will need to be protected at a minimum of at least fabric draped over the manhole with a steel plate to hold down. Once curbs are in, inlet protections need to be placed over the catch basins within 24 hours of installation. 2. Individual lot controls should be shown on the plan in a typical detail. These controls should include perimeter controls (silt fence), rock driveways, street sweeping, inlet control and temporary mulch after final grade and prior to issuing the CO. 3. The proposed storm water pond should be used as a temporary sediment basin during mass grading. The pond should be excavated prior to disturbing up gradient areas. Diversion berm / ditches may be needed to divert water to the pond and a temporary pond outlet is needed. The outlet could be a temporary perforated standpipe and rock cone. A detail is needed. If there are any questions or if I can be of further assistance please contact the SWCD office. Sincerely, Chip Hentges, Conservation Technician AN EQUAL OPPORTUNITY EMPLOYER Recreation Center MEMORANDUM 2310 Coulter Boulevard TO: Sharmeen Al-Jaff, Senior Planner CITY OF The subject site has direct access to the Highway 101 North pedestrian trail. Upon CHAN>�ASSEN FROM: Todd Hoffman, Park &Recreation Director 7700 Market Boulevard DATE: December 14, 2006 PO Box 147 shall be collected in full at the rate in force upon final plat submission and Chanhassen, MN 55317 SUBJ: Request for Subdivision of Property into Three (3) Single -Family Lots Administration with Variances on Property Located at 6570 Chanhassen Road and Phone: 952.227,1100 Zoned Residential Single Family — Fox Hill Fax: 952.227.1110 Applicant: 10 Spring Homes, Inc. Building Inspectiolrs Phone: 952.227.1180 PARKS Fax: 952.227 1190 Engineering This property is located within the neighborhood park service area for North Lotus Phone: 952.227.1160 Lake Park. Future residents of Fox Hill will have convenient access to the park Fax: 952.227.1170 from Fox Hollow Drive. North Lotus Lake Park is 19.8 acres in size and features a Finance playground, picnic shelter, trails, hockey rink, skating rink, seasonal shelter, Phone: 952.227.1140 tennistbasketball court, and a ballfield. Ample off-street parking is available at the Fax: 952.227.1110 park. Many amenities at the park have been updated within the past few years. No Park s Recreation additional parkland acquisition is being recommended as a condition of this Phone: 952.227.1120 Subdivision. Fax: 952.227.1110 Recreation Center TRAILS 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 The subject site has direct access to the Highway 101 North pedestrian trail. Upon Phone: 952.227.1300 development, all three homes will abut Highway 101 and the pedestrian trail Planning s located on the west side of the highway. No additional trail construction is being Natural Resources shall be collected in full at the rate in force upon final plat submission and Phone: 952.227, 1130 recommended as a condition of this subdivision. Fax: 952.227.1110 GAPLAN\2007 Planning Casesx07-03 Fox HilMark ReporlAm 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. RECOMMENDATION Public worts 1591 Park Road Phone: 952.227.1300 It is recommended that full park fees in lieu of parkland dedication and/or trail Fax: 952.227.1310 construction be collected as a condition of approval for Fox Hill. The park fees Senior Ceder shall be collected in full at the rate in force upon final plat submission and Phone: 952.227.1125 approval. Fax: 952.227.1110 ATTACHMENTS Web She www.ci.chanhassen.mnns 1. Park and Trail Map GAPLAN\2007 Planning Casesx07-03 Fox HilMark ReporlAm 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. DATE PLANNING CASE PROJECT SWMP FEE WORKSHEET December 12, 2006 07-03 Fox Hill Site Area in Acres 1.69 Assessable area Storm water pond acre 1.69 ZONING CLASSIFICATION RSF $ - Outlet structure FEES 0 $ 2,500.00 Rate per Acre Acres Total WATER QUALITY $ 1,900.00 1.69 $ 3,211.00 Rate per Acre Acres Total WATER QUANTITY $ 3,100.00 1.69 $ 5,239.00 CREDITS ITEM UNIT QUANTITY 50% UNIT TOTAL PRICE Storm water pond acre 0�� $ 1,600.00 $ - Outlet structure each 0 $ 2,500.00 $ - SWMP FEE $ 8,450.00 SWMP CREDITS $ - TOTAL SWMP FEE $ 8,450.00 MEMORANDUM TO: Sharmeen AI-Jaff, Senior Planner FROM: Jerritt Mohn, Building Offici DATE: December 6, 2006 SUBJ: Review of proposed subdivision: Fox Hill Planning Case: 07-03 I have reviewed the plans for the above subdivision and have the following conditions and comments: 1. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. 2. Demolition permits must be obtained prior to demolishing any structures on the site. 3. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. 4. Separate sewer and water services must be provided each lot. 5. Any existing wells and on-site sewage treatment systems on the site must be abandoned in accordance with State Law and City Code. G:\plan\2007 Planning Cases\07-03\buildingoflicialcomments.doc RECEIVED DEC 2 7 2006 CITY OF CHANHASSEN December 26, 2006 Mr. Jerry McDonald Chairman City of Chanhassen Planning Commission PO Box 147 Chanhassen, MN 55317 Re: Fox Hill — Proposed Development Dear Mr. McDonald: On January 2, 2007, a Public Hearing will be held to discuss the proposed Fox Hill Development. The Commission should examine very closely the track record of the developer Scott Rosenlund and his contractors before making a decision on the viability of this project The Commission should also examine closely the condition of Highway 101 North as the potential firture overhaul of this highway may severely impact the proposed development site. Mr. Rosenlund was the developer on the Fox Den project This developer violated several terms and conditions of the Development Contract he signed with the City of Chanhassen on the Fox Den project On at least two separate occasions, the City of Chanhassen cited and fined developer Scott Roseulund and Fox Den Development, LLC over worlang and construction hour violations (see copies of $500 & $1000 invoices for fines levied). Mr. Rosenlund, and his contractors DSV Construction, Inc., DirtWem R&G Trucking, & Mid Static Reclamation, have shown an utter disregard for upholding certain provisions of the Contract he signed with the City. Although the Contract provides for penalties if certain violations occur, the Contract does not merely exist so that it may allow a developer and his contractors to test the limits of it, or to knowingly disregard the provisions of it The Contract exists as a set of mutually agreed upon principles and conditions that parties sign to faithfully uphold. I find it ironic that the City would continue to do business with W. Rosenlund. Finally, in 2000, The City of Chanhassen decided not to go ahead at the current time with a reconstruction, expansion and widening of Route 101 North. There was much public discussion. This busy collector road is in desperate need of widening, repaving, and leveling. This road lacks appropriate shoulders, tum lane space, and the lack of visibility in certain areas inhibits safe driving. Although there may not be any major nuprovemert projects planned on this road in the short term. In the medium to tong tern there will probably be a need to overhaul it The City needs to recognize that by allowing the Fox Den and Fox Hill projects to go through, that in the future, the State of Minnesota, by Eminent Domain, may take some of the land of the proposed and newly built homes for the sake of public use. flood planning on the City level needs to take this scenario into consideration when weighing proposed developments along 101 North. Respectfully Submitted, anon Ashline Chanhassen, Minnesota ffffOF WHMSEN IRE ma..1d Boukvad PO Box 147 Cfarrrassea, fAN55317 AdmiaatrAw PMS 952227.1100 Faz 952227.1110 Ba11Aog lospegtorx Ptgae%1W..IIW Fxa:952271.1190 Eagimeriry ft e:952Y1T11W Faa:95271T'174 Firlaus Phare 95M 1140 Far 95MT.1110 Park & HecmOon Phans 952221.1120 Fir, 95m1 111a Recreation Cada 2310 Cadter Bculevard Phow 95227T 14M Fax:95MT.14M Plamuy & m mlResnum Phorm TRWA1130 Fac 952711.1110 Poblk Wartr 1591 park Read P neffi 22T.13011 Far:952II7.1310 calor Cnw Phone 951227.1125 Fax. 952227.1110 Web Site wwwi.r assemmff,,us Invoice o hi To: SCOTT ROSENLUND FOX DEN DEVELOPMENT, LLC 622 W. 82 STREET CHASKA, MN 55318 DESCRIPTION OF WORK AMOUNT CONSTRUCTION HOURS VIOLATION PENALTY— FOX DEN $500•00 TOTAL DUE $•� Make all checks payable ta: City of Chanhassen M you have any questions conceming this invoice, call: (952) 227-1160. THANK YOU FOR YOUR BUSINESS! Tke City of Chanhassen • A growing community with clean lakes, quality schoals, a charming downtown, In dying businesses, winding trails, and beautirul parks. A goal place to Bve, work, and play. 09 cls of OWN 7700 Marind Boulevard PO Nx 147 Chap assay, MN 55317 Ada inistratina Phone 952227.3100 Few: W.P27.t1 i D Buldingimpadliane pkxr 451127.1180 Fax W2.2211190 Esgiaeedng ?hone: 952.227.1160 fac 952.217?170 Raance Piwne 99127.1140 Fax: 952.227.1110 Park 8 ReuMion Pnom 95££Z7.1iYu Far. 9527(7.1170 Aecrwon Center 231eCcv;lte,v.�a ftm 952227.1400 Fax: 952227.1404 Planning 6 MAY31 likumlcer PNne:9Sv-/.11311 Fax:952.227.1110 PablicWorle 159( rm Rta16 Arne: 952.277.1300 Fax: 952 227.1310 Senior Carder Phone: 952717.1125 Far. 952717.1110 Web SBe Wmaci hanimm m.rs Invoice To: hi To: SCOTT ROSENLUND FOX DEN DEVELOPMENT LLC 622 W. 132 STREET CHASKA, MN 55318 Make ori checks payable to: City of Chanhassen If you have any questions conceming this invoice, call: (952) 227-1160. THANK YOU FOR YOUR BUSINESSI The My of Cliaakassea • A growing dommunily with dean lakes, quality scbaals, a charting dawnmwo, thriving businesses, winding bails, and beOl d parks. A gni place to live, work, and pug. 952-227-1134 -----Original Message ----- From: Jeff Hall [mailto:jbhall56@mchsi.com] Sent: Thursday, December 28, 2006 6:41 AM TO: Al-Jaff, Sharmeen Subject: Comment On The Proposed Fox Hill Development Mr. Al-Jaff: Attached, please find my written comments regarding the proposed subdivision of the property at 6570 Chanhassen Road also known as Fox Hill. Please add these comments to the public record regarding this zoning change. If you or the Planning Commission have any questions or concerns, please feel free to contact me. Jeff Hall 41 Fox Hollow Drive Chanhassen, MM 55317-9256 952 934 8981 - home 612 719 4340 - mobile/pager jbhall56@mchsi.com 2 December 23, 2006 Planning Commission City Of Chanhassen 7700 Market Boulevard Chanhassen, Minnesota 55317.8363 RE: Proposed Subdivision of 6570 Chanhassen Road Members of the Planning Commission: This letter is to document my concerns regarding the proposed subdivision of the property located at 6570 Chanhassen Road. Based on the past decision of the Planning Commission regarding the layout of the Fox Drive development across the street from 6570 Chanhassen Road, it has become apparent that the Commission is not considering the future of Highway 101 under the mistaken belief that the existing road will always be a two lane highway. It is not a question of if Highway 101 will be widened; it is a question of when it will be widened. It is the duty of the Commission to consider the necessary offsets for the future Highway 101 when considering development along Highway 101 regardless of the timeframe of that project. In the case of the Fox Drive development, the two southern most homes built on Highway 101 will lose significant amounts of their backyards when Highway 101 is widened. I think the Commission did these homeowners a grave disservice by not considering the future Highway 101 and that this disservice will come back to haunt the City in the future. Now the Commission is considering a similar subdivision of the property at 6570 Chanhassen Road. In reviewing the Proposed subdivision plans, it appears that the proposed development is using a 45' offset from the centerline of Highway 101 which would be acceptable for a two lane road. However, when Highway 101 is widened, this proposed 45' offset will be inadequate. Any home built on the middle property would likely be condemned by the State and removed in order for the widening of Highway 101 to be completed. This proposal does not keep the future in mind. I urge the commission to consider the future and direct the developer to come up with a plan that considers the future of Highway 101 as a four lane thoroughfare with center tum lanes. While this may not be the resulting configuration of Highway 101, it is much better to plan for the worse case scenario now versus having an almost new home condemned for the widening of a road later on. Sincerely, 60/4 W A'016 WL" ey B. Ha 41 Fox ollow Drive Chanhassen, Minnesota 55317-9256 952 934 8981 jbhall56@mchsi.com AI-Jaff, Sharmeen From: Jeff Hall Bbha1156@mchsi.com] Sent: Thursday, December 28, 2006 11:09 AM To: AI-Jaff, Sharmeen Subject: Re: Comment On The Proposed Fox Hill Development Mr. Al-Jaff: I beg your pardon, but the City can require whatever it wants of a property owner. For 20 + years, the Cities of Minnetonka and Eden Prairie set aside a right of way for the widening of Townline Road from Highway 4 to Highway 101, so don't tell me that a City cannot plan ahead and set aside right of way. That is what we expect our Planning Commission to do, think beyond the current timeframe and plan for the future, hence the word 'Planning' in the name.. Regardless of whether or not MnDOT comments, the City is well aware of MnDOT's desire to widen Highway 101. Just because the widening isn't on MnDOT's project calendar yet and doesn't comment on any plans, doesn't mean that the Planning Commission and City are not obligated to be thinking ahead to the future. It is NOT question of IF, it's a question of when. And the last thing anyone wants, is 5, 10 or even 20 years down the road, telling a homeowner that the State now wants their home so that they can widen a road. And how many homeowners research their home to make sure that such a problem will not occur? Very few. But that's the whole point, people expect others to think about such things and not have to worry about them. After all, why would a City allow someone to build on a property when they knew that the road would ultimately be widened and take their backyard or even their home? The City already knows that MnDOT has projected that a minimum of four to six houses will have to be removed with any Highway 101 widening, so why not pack a few more in so that the price of the project can go up exponentially? Is the rationale here that, if it costs too much, MnDOT won't widen the road? If that's the case, I think you're barking up the wrong tree. Based on your comments, it's apparently more important for Planning Commission to live in the moment rather than plan ahead. So, pack the right of way full of houses so that the City can be sued in the future for mismanagement when Highway 101 is finally widened and all of these upper -bracket homes the Planning Commission is approving can be torn down for the right of way. Oh yes, and make sure that the citizens of Minnesota are required to pay for all of the additional homes that have to be torn down in the name of the City's short sidedness. Sincerely, Jeff Hall ----- Original Message ----- From: •A1-Jaff, Sharmeen" <saljaff@ci.chanhassen.mn.us> To: <jbhal156@mchsi.com> Sent: Thursday, December 28, 2006 9:19 AM Subject: FW: Comment On The Proposed Fox Hill Development Dear Mr. Hall, I forwarded your letter to the Planning Commission. Staff sent a referral to MnDOT with complete sets of plans. No comments were made regarding the future widening of Highway 101. Furthermore, the City has no authority to extract Highway -Right -of Way. Sincerely, Sharmeen Al-Jaff Senior Planner 1 Date: December 5, 2006 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 To: Development Plan Referral Agencies From: Planning Department By: Shanneen Al-Jaff, Senior Planner Subject: Request for Subdivision of property into three (3) single-family lots with Variances on property located at 6570 Chanhassen Road and zoned Residential Single Family — FOX BILL. Applicant: 10 Spring Homes, Inc. Planning Case: 07-03 The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on December 1, 2006. The 60 -day review period ends January 30, 2007. 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 January 2, 2006 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your continents by no later than December 22, 2006. 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 L Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources S. 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-BluffCreek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest or SpnntlUnited) 10. Electric Company (Xcel Energy or MN Valley) 11. Mediacom 12. CenterPoint Energy Minnegasco 13. Janet Jeremiah, City of Eden Prairie Location Map Fox Hill Planning Case No. 07-03 City of Chanhassen RECEIPT CITUOF PERMILIC. AMOUNT 7700 MARKET BLVD. • P.O. BOX 147 OBJ. PROD. —a a� 03 55317 CHONSENPHONE: (952) 227-N 1100 RECEIVED 0I6 STN \ n c LI Le S DATE No. 78904 DESCRIPTION PERMILIC. AMOUNT FUND SOURCE OBJ. PROD. —a a� 03 ASSEN RECEIVFD M Y 01 2007 D PUTYTREASURER TOTALAMOUNT C CHECK CASH ❑ SCANNZA City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 CM OF (952) 227-1100 CANER To: Mr. Scott Rosenlund 10 Spring Homes, Inc. 7925 Stone Creek Drive, Suite 120 Chanhassen, MN 55317 Invoice SALESPERSON DATE TERMS KTM 12/21/06 upon receipt QUANTITY I DESCRIPTION UNIT PRICE AMOUNT 95 1 Property Owners List within 500' of FOX HILL (95 labels) $3.00 $285.00 TOTAL DUE $285.00 NOTE: This invoice is in accordance with the Development Review Application submitted to the City by the Addressee shown above (copy attached) and must be paid prior to the public hearinq scheduled for January 2, 2007. Make all checks payable to: City of Chanhassen Please write the following code on your check: Planning Case #07-03. If you have any questions concerning this invoice, call: (952)-227-1107. THANK YOU FOR YOUR BUSINESS! w -CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 553 12/29/2006 11:34 AM Receipt No. 0031140 CLERK: katie 10 SPRING HOMES, FOX HILL PLANNING CASE #07-03 ------------------------------------------------------- GIS List 285.00 285.00 0.00 285.00 SCANNED CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Fox Hill Subdivision — Planning Case 07-03 On January 2, 2007, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of a Preliminary Plat to Subdivide a 1.69 Acre Lot into Three (3) single-family Lots, Fox Hill Subdivision. 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 RSF, Single -Family 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 attached as Exhibit A. 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; SCANNED 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. The planning report Planning Case 07-03, dated January 2, 2007, prepared by Sharmeen Al-Jaff, et al, is incorporated herein. 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 January, 2007. 1 W4 Or 113 0 That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. CITY OF CHANHASSEN P 0 BOX 147 CHANHASSEN MN 55317 05/10/2007 1:32 PM Receipt No. 0041862 CLERK: katie PAYEE: 10 Spring Homes, Inc Final Plat Fox Hill #07-03 ------------------------------------------------------- Use & Variance 250.00 Total Cash Check 11832 Change 250.00 0.00 250.00 0.00 SCANNED I I I II I !-----J 1 1 1 1 1 1 y/ I � I I I I I I � I L----------- J HOLLOW DRIVE IN, Z LJ FOX HILL W.YIMM1TJ®Nn.. M �sM We.c..Yrvcw+b.4 wr. J.. �«.YLIW 91.vIM1 WM.e.ab4[aey Yc...,Yfl.r>eue t4�ea4YW4 W.vf YlYe.. p.n.NYk� I. RnNy I16hs9.tM fes, MCIMUOM..ps...�M.4s. W f W.�Lu4.+atrlWu. Q.0 °V'°"Ypa4..W....Y,.A....«...ww.R�.nW.Ys...•.ww. CITY OF CHANHASSEN YrY.Yptivye]uof W euJ W II...mxM.y W P� W n}C W b4M RECEIVED 1 ev....urmwW YPwbWb , 1 11 MAY 0 7 2001 I I � � 1.411.R�.4 i OG , 3 O`<O!� I I /— —� IN, Z LJ FOX HILL CHANHASSEN PLANNING DEPT �'r'nwb.g'li[ [moi r 1 I 7 L. 1 1 �I . was�rwn O �w YIOrRY �Eir��r7s`draR MAP= !GALS rtAnnYmvrrtA .vuxnv fYY�i. WYpl .pbw.YraW—ba__ bs.AA..e.a aW4.liYY�Mrbxmp. Wbf4mrY W faY.YW IYW.YVf♦YI W w1a.A.YYYgiry YYW s W /.. R(I0l{wwliY�r �.pIY.W �rtlY�6s'f 4Y�AY'r YYYYY6Y.lgYims W p..�.b/.a YYp.bwA W YY.Y.Yiipp�..b4YP.u411.w Y p.� YJ. WYI{6nIID.Y41bYYpltlsYllf 1pRr.l�l le�nm Y�pYlbs�b.W v:�f RA[�n yOYWNY Mu i..vrnm�.va.w..4YIMMY�..Y_Ya Y/ x.p�u lap.l�a q' ium A. [M � tNn�'lln.6{.OlOnA M..awl(I4�.Is�MY.�s.Ip4Oyf�YbOW.a1I�MY�7..�Y. rnr ma+v. v nR crtr vawwu.at vamu w• n+ .I.n.�.�.uY...W4 larncbr.ssupsl..rint W y.l.e�.•Mw_wa mn AY6.Iw04 C.�.4Wr 4 IyyI�WyYp..YYbY_YIw1�tr. Y. W tr1.1YYY sYY...Y_ wa�Yr. cam�..wavR m.. v.r..tr44 IIY.YwYbn11W Mf IR.iRlY4YYi.Y�wa�4TY _alae_ .bra cw a. xnee A., c.wmyRsaY b Y.I SCANNED 1 W.YIMM1TJ®Nn.. M �sM We.c..Yrvcw+b.4 wr. J.. �«.YLIW 91.vIM1 WM.e.ab4[aey Yc...,Yfl.r>eue t4�ea4YW4 W.vf YlYe.. p.n.NYk� I. RnNy I16hs9.tM fes, MCIMUOM..ps...�M.4s. W f W.�Lu4.+atrlWu. Q.0 °V'°"Ypa4..W....Y,.A....«...ww.R�.nW.Ys...•.ww. CITY OF CHANHASSEN YrY.Yptivye]uof W euJ W II...mxM.y W P� W n}C W b4M RECEIVED ev....urmwW YPwbWb utrw.YlW.ntr.upbMIY4'.nN ur MAY 0 7 2001 1.411.R�.4 CHANHASSEN PLANNING DEPT �'r'nwb.g'li[ [moi r 1 I 7 L. 1 1 �I . was�rwn O �w YIOrRY �Eir��r7s`draR MAP= !GALS rtAnnYmvrrtA .vuxnv fYY�i. WYpl .pbw.YraW—ba__ bs.AA..e.a aW4.liYY�Mrbxmp. Wbf4mrY W faY.YW IYW.YVf♦YI W w1a.A.YYYgiry YYW s W /.. R(I0l{wwliY�r �.pIY.W �rtlY�6s'f 4Y�AY'r YYYYY6Y.lgYims W p..�.b/.a YYp.bwA W YY.Y.Yiipp�..b4YP.u411.w Y p.� YJ. WYI{6nIID.Y41bYYpltlsYllf 1pRr.l�l le�nm Y�pYlbs�b.W v:�f RA[�n yOYWNY Mu i..vrnm�.va.w..4YIMMY�..Y_Ya Y/ x.p�u lap.l�a q' ium A. [M � tNn�'lln.6{.OlOnA M..awl(I4�.Is�MY.�s.Ip4Oyf�YbOW.a1I�MY�7..�Y. rnr ma+v. v nR crtr vawwu.at vamu w• n+ .I.n.�.�.uY...W4 larncbr.ssupsl..rint W y.l.e�.•Mw_wa mn AY6.Iw04 C.�.4Wr 4 IyyI�WyYp..YYbY_YIw1�tr. Y. W tr1.1YYY sYY...Y_ wa�Yr. cam�..wavR m.. v.r..tr44 IIY.YwYbn11W Mf IR.iRlY4YYi.Y�wa�4TY _alae_ .bra cw a. xnee A., c.wmyRsaY b Y.I SCANNED 1 ITEMS REQUIRED FOR FINAL PLAT CONSIDERATION The following items are required to be submitted a minimum of 30 days prior to City Council meeting and payment of a $250.00 final plat review fee: Submit three (3) sets of full size, 50 scale construction plans and specifications for staff review and redline. • Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water and storm sewer lines). The plan view must show all drainage and utility easements. E— • Grading and drainage plans shall show dwelling type and elevations wetlands and wetland buffer areas,stormwater and NWL and HWL, EOF and catch basin and storm man o e numbers. • The construction plans and specifications shall be in accordance to the City's latest edition of Standard Specifications & Detail Pla e • The plans shall include traffic signage and treet light placement. 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. Hydraulic calculations and drainage map for the storm sewer design. 4. Tree Preservation Easements (if applicable). 5. Trail Easements (if 6. / Engineer's Cost Estimate of Improvements: a. Sanitary sewer system. b. Water system. c. Storm sewer drainage system including cleaning and maintenance. d. Streets, sidewalk and trails. Erosion control. Site restoration (seeding, sodding, etc.). g. Site grading h. Street lights & signs i. Engineering, surveying & inspection j. Landscaping Five (5) sets (folded) of final plat, one (1) set of reductions (8'/2' x 11"), and a digital copy in .tif format. 8. Digital copy of the legal description of the property in a .doc format. 9. Lot tabulations �j 10v� k S l In C ( u je-� Failure to provide any of the above items by the required deadline will result in delaying consideration of final plat before the City Council. Updated 11-29.06 Odocuments and settings\ rn\local settings\temporary internet files\olkg\final plat submittal.doc C; -1-C Administration July 12, 2007 CITY OF CI1Ill1IlfIJOf,11 N Mr. Scott Rosenlund �tft�N 10 Spring, Inc. 7700 Markel Boulevard 622 West 82°d Street PO e Chanhassen, MN MN 55317 Chaska, MN 55318 Administration Re: Fox Hill Final Plat - Planning Case No. 07-03 Phone: 952.227.1100 Fax 952.227.1110 Dear Mr. Rosenlund: Building Inspections Phone: 952.227.1180 fax 952.227.1190 This letter is to confirm that on Jul 9, 2007, the Chanhassen Cit Council Y Y adopted the following motion: Engineering Phone: 952.227.1160 Fax: 952.221.1170 'The City Council grants final plat approval with a variance for a private street for Fox Hill - Planning Case #07-03 for three lots as shown on the plans received June Finance 11, 2007, subject to the following conditions: Phone: 952.227.1140 Fax: 952.227.1110 1. A minimum of two 21/2 -inch deciduous, overstory trees shall be required in Part A Recreation the front yard of each lot. Phone: 952.221.1120 Fax: 952.227.1110 2. Tree preservation fence shall be installed at the edge of the grading limits Recreation center 23t0Coulter Boulevard around all trees proposed to be preserved prior to any grading. Phone: 952.227.1400 3. Any trees proposed for preservation that are lost due to grading and Fax 952227.1404 construction activities will be replaced at a rate of 2:1 diameter inches. Planning & Natural Resources 4. The Storm Water Pollution Prevention Plan (SWPPP) shall be provided to Phone: 952.227.1130 the City so it can be reviewed by the Carver Soil and Water Conservation Fax 952.227.1110 District. Public Works 1591 Park Road 5. In order to ensure that the proposed infiltration area functions properly, the Phone, 952227.1300 contractor shall minimize the number of equipment trips across this part of Fax 952227.1310 the site. Additionally, the lightest equipment appropriate for the job shall be Senior Center used. Once the infiltration area is graded, the easement area shall be fenced Phone, 952.717.1125 off so no further compaction occurs. The applicant may want to consider Fax 952227.1110 planting native shrubs, grasses and wildflowers within the infiltration area website instead of sod to promote volume reduction through infiltration and www.d.chanhassen.mn.us evapotranspiration. 6. A stable emergency overflow (EOF) for the infiltration area shall be provided. The EOF could consist of riprap and geotextile fabric or a turf re - enforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A geat place to live, work, and play. Mr. Scott Rosenlund Fox Hill — Planning Case 2007-03 July 12, 2007 Page 2 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 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. 8. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 9. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $8,450. 10. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase R Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Carver County, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. 11. Full park fees in lieu of parkland dedication and/or trail construction shall be collected in full at the rate in force upon final plat submission and approval. 12. 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. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. d. Separate sewer and water services must be provided to each lot. e. Any existing wells and on-site sewage treatment systems on the site must be abandoned in accordance with State Law and City Code. 13. Fire Marshal conditions: a. Add an additional fire hydrant at the intersection of Fox Hollow Drive and Fox Hollow ""A�* Court. Mr. Scott Rosenlund Fox Hill — Planning Case 2007-03 July 12, 2007 Page 3 b. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. c. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. d. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. e. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 14. All existing buildings, driveways and accessory structures must be removed before grading commences. 15. Storm sewer calculations must be revised to reflect the changes to the current plans. 16. Plantings must be placed outside the swales to promote drainage. Show contours in the proposed street and 100 feet south of the site. 17. The valley gutter must be revised to match city plate 5206. The catch basins shall be relocated accordingly. 18. A 48 -inch catch basin shall be installed to replace the existing undersized structure in Fox Hollow Drive. 19. On the Grading, Drainage and Erosion Control Plan, show: a. Private street and driveway grades shall not exceed 10%. The grades of the driveways shall be shown on grading plan. b. Emergency overflow locations and elevations must be shown on the plan. c. Add bottom elevations to the retaining walls. 20. An easement is required from the appropriate property owner for any off-site grading. 21. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 22. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. The retaining wall along Highway 101 must be removed per the letter from the Minnesota Department of Transportation dated December 21, 2006. The watermain along Highway 101 must be located to ensure that adequate cover remains after removal of the retaining wall. A permit will be required to enter the right-of-way. Mr. Scott Rosenlund Fox Hill — Planning Case 2007-03 July 12, 2007 Page 5 35. Add city detail plates 5235, 5236, 5202A, and 2109. Remove details 5240, 5242, and 5243 as they do not pertain to this development. The slope must be shown on the typical street section. Revise the drain tile to show the correct location. 36. The specifications must include the city specifications for street construction. Working hours in the special conditions should be changed to reflect the same working hours on page G-28 of the General Conditions." Two revised mylar copies of the final plat (as stated in the conditions of approval) should be submitted to our office for signatures, along with the signed development contract (enclosed) and all required financial securities. Two 1 "=200' scale mylar reductions of the final plat, and digital file of final plat in both Axf & .tif format (the Axf file must be tied to the current county coordinate system) should also be submitted. If you have any questions, please call me at (952) 227-1134 or e-mail me at saliaff@ci.chanhassen.mn.us. Sincerely, tSheen Al-Jaff Senior Planner Enclosure: Development Contract ec: Joseph Shamla, Project Engineer Jerry Mohn, Building Official g.Vlan%2007 planning c \07-03 fox hilhfinal plat approval ktta.dw Administration July 12, 2007 CITY OF CHANHASSEN Mr. Scott Rosenlund 10 Spring, Inc. T700 Markel Boulevard 622 West 82°d Street P7 Chanhassenw,, MNMN 55317 Chaska, MN 55318 Administration Re: Fox Hill Final Plat — Planning Case No. 07-03 Phone: 952.227.1100 Fax 952.227.1110 Dear Mr. Rosenlund: Building Inspections PFax:952.227.11900 Fax: 952.227.1190 This letter is to confirm that on Jul 9, 2007, the Chanhassen Cit Council Y Y adopted the following motion: Engineering I'Fax:955222Z170 Fax: X2.227.1170 "The City Council grants final plat approval with a variance for a private street for Fox Hill — Planning Case #07-03 for three lots as shown on the plans received June Finance 11, 2007, subject to the following conditions: Phone: 952.227.1140 Fax 952.221.1110 1. A minimum of two 21/2 -inch deciduous, overstory trees shall be required in Park d Recreation the front yard of each lot. Phone: 952.227.1120 Fax 952.227.1110 2. Tree preservation fence shall be installed at the edge of the grading limits Recreation Cantu 2310CouOerBoulead around all trees proposed to be preserved prior to any gr adin g' Phone: 952.227.1409 3. Any trees proposed for preservation that are lost due to grading and Fax: 952.227.1404 construction activities will be replaced at a rate of 2:1 diameter inches. Planning 8 Natural Resources 4. The Storm Water Pollution Prevention Plan (SWPPP) shall be provided to Phone: 952.227.1130 the City so it can be reviewed by the Carver Soil and Water Conservation Fax: 952.227.1110 District. Public Works 1591 Park Road 5. In order to ensure that the proposed infiltration area functions properly, the Phone: 952.227.1300 contractor shall minimize the number of equipment trips across this part of Fax:952.227.1310 the site. Additionally, the lightest equipment appropriate for the job shall be Senior Center used. Once the infiltration area is graded, the easement area shall be fenced Phone: 952.227.1125 off so no further compaction occurs. The applicant may want to consider Fax: 952.227.1110 planting native shrubs, grasses and wildflowers within the infiltration area Web Site instead of sod to promote volume reduction through infiltration and www.ci.chanhassen.mn.us evapotranspiration. 6. A stable emergency overflow (EOF) for the infiltration area shall be provided. The EOF could consist of riprap and geotextile fabric or a turf re - enforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gieat place to live, work, and play. Mr. Scott Rosenlund Fox Hill — Planning Case 2007-03 July 12,2007 Page 2 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. 8. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 9. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $8,450. 10. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase 11 Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Carver County, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. 11. Full park fees in lieu of parkland dedication and/or trail construction shall be collected in full at the rate in force upon final plat submission and approval. 12. 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. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. d. Separate sewer and water services must be provided to each lot. e. Any existing wells and on-site sewage treatment systems on the site must be abandoned in accordance with State Law and City Code. 13. Fire Marshal conditions: a. Add an additional fire hydrant at the intersection of Fox Hollow Drive and Fox Hollow Court. o3Hii,y'4 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FOX HILL DEVELOPMENT CONTRACT (Developer Installed Improvements) TABLE OF CONTENTS SPECIAL PROVISIONS PAGE 1. REQUEST FOR PLAT APPROVAL............................................................................SP-1 2. CONDITIONS OF PLAT APPROVAL........................................................................SP-1 3. DEVELOPMENT PLANS............................................................................................SP-1 4. IMPROVEMENTS........................................................................................................SP-2 5. TIME OF PERFORMANCE......................................................................................... SP -2 6. SECURITY....................................................................................................................SP-2 7. NOTICE.........................................................................................................................SP-3 8. OTHER SPECIAL CONDITIONS................................................................................SP-3 OF A DWELLING 9. GENERAL CONDITIONS............................................................................................SP-5 GENERAL CONDITIONS 1. RIGHT TO PROCEED.................................................................................................GC-1 2. PHASED DEVELOPMENT.........................................................................................GC-1 3. PREL D IINARY PLAT STATUS................................................................................GC-1 4. CHANGES IN OFFICIAL CONTROLS......................................................................GC-I 5. IMPROVEMENTS.......................................................................................................GC-1 6. IRON MONUMENTS..................................................................................................GC-2 7. LICENSE......................................................................................................................GC-2 8. SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OROTHER BUILDING ...................................................................................GC-2 9. CLEAN UP...................................................................................................................GC-3 10. ACCEPTANCE AND OWNERSHIP OF IM[PROVEMF.NTS....................................GC-3 11. CLAIMS........................................................................................................................GC-3 12. PARK DEDICATION..................................................................................................GC-3 13. LANDSCAPING..........................................................................................................GC-3 14. WARRANTY...............................................................................................................GCA 15. LOT PLANS.................................................................................................................GCA 16. EXISTING ASSESSMENTS.......................................................................................GCA 17. HOOK-UP CHARGES.................................................................................................GCA 18. PUBLIC STREET LIGHTING.....................................................................................GCA 19. SIGNAGE.....................................................................................................................GC-5 20. HOUSE PADS..............................................................................................................GC-5 21. RESPONSIBILITY FOR COSTS.................................................................................GC-5 22. DEVELOPER'S DEFAULT.........................................................................................GC4 22. MISCELLANEOUS A. Construction Trailers........................................................................................GC-E B. Postal Service.............................................................. ...................................... GC4 C. Third Parties......................................................................................................GC--J D. Breach of Contract ........ .................................................................................... GC- i i E. Severability.......................................................................................................GC-7 F. Building Permits...............................................................................................GC-7 G. Waivers/Amendments.......................................................................................GC-7 H. Release..............................................................................................................GC-7 I. Insurance........................................................................................................... GC -7 J. Remedies...........................................................................................................GC-8 K. Assignability.....................................................................................................GC-8 L. Construction Hours...........................................................................................GC-8 M. Noise Amplification..........................................................................................GC-8 N. Access...............................................................................................................GC-8 O. Street Maintenance............................................................................................GC-8 P. Storm Sewer Maintenance................................................................................GC-9 Q. Soil Treatment Systems....................................................................................GC-9 R. Variances...........................................................................................................GC-9 S. Compliance with Laws, Ordinances, and Regulations......................................GC-9 T. Proof of Title.....................................................................................................GC-9 U. Soil Conditions...............................................................................................GC-10 V. Soil Correction................................................................................................GC-10 W. Haul Routes.........................................................................................................GC-10 X. Development Signs..............................................................................................GC-10 Y. Construction Plans...............................................................................................GC-10 Z. As -Built Lot Surveys........................................................................................... GC -11 ii CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) FOX HILL AGREEMENT dated July 9, 2007 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, 10 Spring Homes, Inc., Incorporated (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for Fox Hill (referred to in this Contract as the "plat"). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, furnish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 30 days after the City Council approves the plat. 3. Development Plans. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A: Final plat approved July 9th, prepared by Advance Surveying and Engineering Co. Plan B: Grading, Drainage and Erosion Control Plan dated May 29, 2007, prepared by Advance Surveying and Engineering Co. Plan C: Plans and Specifications for Improvements dated May 29, 2007 prepared by Advance Surveying and Engineering Co. Plan D: Landscape Plan dated June 8, 2007, prepared by Damon Farber Associates. SP -1 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Water Drainage System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading/Restoration H. Underground Utilities (e.g. gas, electric, telephone, CATV) I. Setting of Lot and Block Monuments J. Surveying and Staking K. Landscaping L. Erosion Control 5. Time of Performance. The Developer shall install all required improvements except for the wear course on public streets by November 15, 2007. The Developer may, however, request an extension of time from the City Engineer. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 6. Security. To guarantee compliance with the terms of this Contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $177,940.32. The amount of the security was calculated as 110% of the following: Site Grading/Erosion Control/Restoration $ 20,174.00 Sanitary Sewer $17,630.00 Watermain $ 20,590.00 Storm Sewer, Drainage System, including cleaning and maintenance $ 42,827.50 Streets $ 42,139.90 Sub -total, Construction Costs $143,361.40 Street lights and signs $ 5,500.00 Engineering, surveying, and inspection (7% of construction costs) $ 10,035.30 Landscaping (2% of construction costs) $ 2,867.23 Sub -total, Other Costs $18,40253 TOTAL COSTS $161,763.93 SECURITY AMOUNT (110% of Total Costs) $177,94032 SP -2 This breakdown is for historical reference; it is not a restriction on the use of the security. The security shall be subject to the approval of the City. The City may draw down the security, without notice, for any violation of the terms of this Contract. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the draw shall be used to cure the default. With City approval, the security may be reduced from time to time as financial obligations are paid, but in no case shall the security be reduced to a point less than 10% of the original amount until (1) all improvements have been completed, (2) iron monuments for lot comers have been installed, (3) all financial obligations to the City satisfied, (4) the required "record" plans have been received by the City, (5) a warranty security is provided, and (6) the public improvements are accepted by the City. 7. Notice. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Scott Rosenlund 10 Spring Homes, Inc. 7925 Stone Creek Drive, Suite 120 Chanhassen, MN 55317 Phone: 952-215-8535 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 8. Other Special Conditions. A. SECURITIES AND FEES 1. A $177,940.32 letter of credit or escrow for the developer -installed improvements, the $31,555.84 cash administration fee and the fully -executed development contract must be submitted and shall be submitted prior to scheduling a pre -construction meeting. The cash fee was calculated as follows: Administration Fee: (3% of $143,361.40) =$ 4300.84 Street Lighting Charge (for electricity): a lights @300.00/light =$ 900.00 Attorney fee for review and recording of final plat and documents =$ 450.00 GIS Fee: $25/plat + $10/parcel for 3 parcels =$ 55.00 Surface Water Management Fee =$ 8,450.00 Park Dedication Fee: 3 new homes @ $5,800.00/unit X17,400.00 Total Cash Fee=$31,555,84 SP -3 If the signs must be installed in frost conditions, an additional $250/post must be paid by the developer. B. PLANNING DEPARTMENT CONDITIONS OF APPROVAL: 1. Full park fees in lieu of parkland dedication and/or trail construction shall be collected in full at the rate in force upon final plat submission and approval. 2. Lot 3, Block 1, must maintain a 20 -foot side yard setback along the westerly property line. 3. The applicant shall file covenants concerning maintenance of the private street against all benefiting properties as required in section 18-57 (p) 2 of the city code. 4. The applicant shall provide signs or other markings identifying the common areas of the private street. C. FIRE MARSHALS CONDMONS OF APPROVAL: 1. Add an additional fire hydrant at the intersection of Fox Hollow Drive and Fox Hollow Court. 2. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. 3. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. 4. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. 5. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. D. BUILDING OFFICIAL CONDITIONS OF APPROVAL: 1. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. 2. Demolition permits must be obtained prior to demolishing any structures on the site. 3. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. 4. Separate sewer and water services must be provided to each lot. 5. Any existing wells and on-site sewage treatment systems on the site must be abandoned in accordance with State Law and City Code. SP -4 E. CITY FORESTER CONDITIONS OF APPROVAL: 1. A minimum of two 21h -inch deciduous, overstory trees shall be required in the front yard of each lot. 2. Tree preservation fence shall be installed at the edge of the grading limits around all trees proposed to be preserved prior to any grading. 3. Any trees proposed for preservation that are lost due to grading and construction activities will be replaced at a rate of 2:1 diameter inches. F. CITY ENGINEER CONDITIONS OF APPROVAL: 1. All existing buildings, driveways and accessory structures must be removed before grading commences. 2. Storm sewer calculations must be revised to reflect the changes to the current plans. 3. Plantings must be placed outside the swales to promote drainage. Show contours in the proposed street and 100 feet south of the site. 4. The valley gutter must be revised to match city plate 5206. The catch basins shall be relocated accordingly. 5. A 48 -inch catch basin shall be installed to replace the existing undersized structure in Fox Hollow Drive. 6. On the Grading, Drainage and Erosion Control Plan, show: a. Private street and driveway grades shall not exceed 10%. The grades of the driveways shall be shown on grading plan. b. Emergency overflow locations and elevations must be shown on the plan. c. Add bottom elevations to the retaining walls. 7. An easement is required from the appropriate property owner for any off-site grading. 8. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 9. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. The retaining wall along Highway 101 must be removed per the letter from the Minnesota Department of Transportation dated December 21, 2006. The watermain along Highway 101 must be located to ensure that adequate cover remains after removal of the retaining wall. A permit will be required to enter the right-of-way. 10. All sanitary sewer, watermain and storm sewer within this site shall be publicly owned and maintained. Draintile is the responsibility of the homeowners. 11. Show the location of curb stops and sanitary sewer services with elevations of both. Connect at least one section of pipe to the existing sanitary sewer before placing a manhole. Lower the invert of proposed manhole 2 a minimum of one foot. Complete the storm profile and stationing on the plans. Direct the outlet of the infiltration area east of the berm of Lot 6, Block 5, of Fox Hollow to the ditch along Highway 101. 12. Install cleanout for the sewer service for Lot 2 due to length - SP -5 13. All applicable Met Council fees will be collected with the application for a building permit. 14. The drainage and utility easement located along the western portion of the site must be revised to include a cross -access easement in favor of all property owners within the Fox Hill Subdivision. Revise the plat as necessary. 15. The final plat shall be revised to show a 10 -foot drainage and utility easement along the fronts of Lots 2 and 3. 16. The private street must maintain a minimum of 20 feet of length perpendicular to the valley gutter. Also, correct the scale on the road profile. 17. Remove the restriction from the outlet pipe. An alternative solution is needed to restrict the flow during normal rain events. Add the elevations of the beehive grate to the plans. The PVC pipes shall be changed to RCP. 18. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also 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. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Minnesota Department of Health, Carver County, Watershed District and Minnesota Department of Transportation. 19. Add city detail plates 5235, 5236, 5202A, and 2109. Remove details 5240, 5242, and 5243 as they do not pertain to this development. The slope must be shown on the typical street section. Revise the drain tile to show the correct location. 20. The specifications must include the city specifications for street construction. Working hours in the special conditions should be changed to reflect the same working hours on page G-28 of the General Conditions." G. WATER RESOURCES COORDINATOR CONDITIONS OF APPROVAL: 1. The Storm Water Pollution Prevention Plan (SWPPP) shall be provided to the City so it can be reviewed by the Carver Soil and Water Conservation District. 2. In order to ensure that the proposed infiltration area functions. properly, the contractor shall minimize the number of equipment trips across this part of the site. Additionally, the lightest equipment appropriate for the job shall be used. Once the infiltration area is graded, the easement area shall be fenced off so no further compaction occurs. The applicant may want to consider planting native shrubs, grasses and wildflowers within the infiltration area instead of sod to promote volume reduction through infiltration and evapotranspiration. 3. A stable emergency overflow (EOF) for the infiltration area shall be provided. The EOF could consist of riprap and geotextile fabric or a turf re -enforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. W. 4. 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 Sloe 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. 5. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 6. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $8,450. 7. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Carver County, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. 9. General Conditions. The general conditions of this Contract are attached as Exhibit 'B" and incorporated herein. SP -7 7006 • y.._ 51 M (SEAL) Thomas A. Furlong, Mayor Todd Gerhardt, City Manager 10 Spring Homes, Inc: 1W STATE OF MINNESOTA ) ( ss. COUNTY OF CARVER ) Scott Rosenlund, President The foregoing instrument was acknowledged before me this day of 2005, by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of , 2005, by Scott Rosenlund, President of 10 Spring Homes, Inc, Incorporated, on behalf of the company. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317. (952)227-1100 61W NOTARY PUBLIC EXHIBIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIP'T'ION OF SUBJECT PROPERTY: That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Carver County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast corner thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. A . MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _ day of 20_. STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 20—, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this day of 20_. STATE OF MINNESOTA ) (ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 20_, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 IRREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, 'Drawn under Letter of Credit No. , dated 2 , of (Name of Bank) b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) on or before 4:00 p.m on November 30, 2 This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 500. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. IBM Its CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) EXHIBIT "B" GENERAL CONDITION 1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the plat has been recorded with the County Recorder's Office or Registrar of Title's Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 3. Preliminary Plat Status. If the plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 4. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City s Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 5. Improvements. The improvements specified in the Special Provisions of this Contract shall be installed in accordance with City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional 10W engineer furnished to the City and approved by the City Engineer. The Developer shall obtain all necessary permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding with construction. The City will, at the Developers expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions from the City Inspector(s) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineers design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.02, Solid. 1. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 8. Site Erosion and Sediment Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion and sediment control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion and sediment control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion and sediment transport. If the Developer does not comply with the erosion and sediment control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion and sediment transport at the Developers expense. The City will endeavor to notify the Developer in advance of any proposed action; but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and sediment control needs to be maintained until vegetative cover has been restored, even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion and sediment control, the City will authorize the removal of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion and sediment control measures. GC -2 8a. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash escrow or letter of credit per lot shall also be famished to the City to guarantee compliance with City Code § 7-22. 9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 10. Acceptance and Ownership of Improvements. Upon completion and acceptance by the City of the work and construction required by this Contract, the improvements lying within public easements shall become City property. After completion of the improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the public improvements shall be by City Council resolution. 11. Claims. In the event that the City receives claims from laborers, materialmen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted with the City, and if the claims are not resolved at least ninety (90) days before the security required by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attomeys' fees. 12. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. 13. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless otherwise approved by the City, trees not listed in the City's approved tree list are prohibited. The minimum tree size shall be two and one-half (2'Fz) inches caliper, either bare root in season, or balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line). In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a minimum of four (4) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the lot. If these improvements are not in place at the time a certificate of GC -3 occupancy is requested, a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City. These conditions must then be complied with within two (2) months after the certificate of occupancy issued, except that if the certificate of occupancy is issued between October 1 through May 1 these conditions must be complied with by the following July 1st. Upon expiration of the time period, inspections will be conducted by City staff to verify satisfactory completion of all conditions. City staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be returned. If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 14. Warranty. The Developer wan -ants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is one full growing season following acceptance by the City. 15. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Existing Assessments. Any existing assessments against the plat will be re -spread against the plat in accordance with City standards. 17. Hook-up Charges. The Developer also acknowledges overall sanitary sewer and water trunk availability to the site and the hook-up charges established by the City as reasonable compensation for oversizing costs previously incurred, as well as, long-term maintenance. Said hook-up charges are collectible at time of building permit unless a written request is made to assess GC -4 the costs over a four year term at the rates in effect at time of application. If paid with the building permit, the party applying for the building permit is responsible for payment of these fees. 18. Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall be accepted for City ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineers approval prior to the installation. Before the City signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street light for twenty (20) months. 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be furnished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly furnish the City "as -built" plans indicating the amount, type and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pay an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such as review of construction documents, preparation of the Development Contract, monitoring construction progress, processing pay requests, processing security reductions, and final acceptance of improvements. This fee does not cover the City's cost for construction inspections. The fee shall be calculated as follows: i) if the cost of the construction of public improvements is less than $500,000, three percent (3%) of construction costs; ii) if the cost of the construction of public improvements is between $500,000 and $1,000,000, three percent (3%) of construction costs for the first $500,000 and two percent (2%) of construction costs over $500,000; iii) if the cost of the construction of public improvements is over $1,000,000, two and one-half percent (2'/2%) of construction costs for the first $1,000,000 and one and one-half percent (1'/2%) of construction costs over $1,000,000. Before the City signs the final plat, the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed, the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. GC -5 B. In addition to the administrative fee, the Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 21E of this Agreement. C. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attorneys' fees. D. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. H. The developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City's base maps, GLS data base files, and converting the plat and record drawings into an electronic format. Record. drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 22. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is fust given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. awl 23. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer as a part of the pre -construction meeting for installation of public improvements. Trailers shall be removed from the subject property within thirty (30) days following the acceptance of the public improvements unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmasters request. C. Third Parties. Third parties shall have no recourse against the City under this Contract. The City is not a guarantor of the Developer's obligations under this Contract. The City shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Building Permits. Building permits will not be issued in the plat until sanitary sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a- bituminous surface and the site graded and revegetated in accordance with Plan B of the development plans, G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the tide to the property. After the Developer has completed the work required of it under this Contract, at the Developers request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten (10) days for processing. I. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering GC -7 personal injury, including death, and claims for property damage which may arise out of Developers work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. I Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. K. Assi agn bility. The Developer may not assign this Contract without the written permission of the City Council. The Developers obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. L. Construction Hours. Construction hours for required improvements under this contract shall be from 7:00 a.m. to 6:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or any recognized legal holidays. Under emergency conditions, this limitation may be waived by the consent of the City Engineer. Any approved work performed after dark shall be adequately illuminated. If construction occurs outside of the permitted construction hours, the Developer shall pay the following administrative penalties: First violation $ 500.00 Second violation $ 1,000.00 Third & subsequent violations All site development and construction must cease for seven (7) calendar days M. Noise Amplification. The use of outdoor loudspeakers, bullhoms, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract. The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. O. Street Maintenance. The Developer shall be responsible for all street maintenance until streets within the plat are accepted by the City. Warning signs shall be placed by XW3 U. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer further agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. V. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City's building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi -lot grading project, a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. W. Haul Routes. The Developer, the Developer's contractors or subcontractors must submit proposed haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. All haul routes must be approved by the City Engineer X. Development Signs. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of developer, developer's telephone number and designated contact person, allowed construction hours. Y. Construction Plans. Upon final plat approval, the developer shall provide the City with two complete sets of full-size construction plans and four sets of 11"x17" reduced construction plan sets and three sets of specifications. Within four months after the completion of the utility improvements and base course pavement and before the security is released, the Developer shall supply the City with the following: (1) a complete set of reproducible Mylar as -built plans, (2) two complete full-size sets of blue line/paper as -built plans, (3) two complete sets of utility tie sheets, (4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as -built plans in both Axf & .tif format (the Axf file must be tied to the current county coordinate system), (8) digital file of utility tie sheets in either .doc or .tif format, and (9) a breakdown of lineal footage of all utilities installed, including the per lineal foot bid price. The Developer is required to submit the final plat in electronic format. GC -10 Z. As -Built Lot Surveys. An as -built lot survey will be required on all lots prior to the Certificate of Occupancy being issued. The as -built lot survey must be prepared, signed, and dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before the as -built survey is completed. If the weather conditions at the time of the as -built are not conducive to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and the as -built escrow withheld until all work is complete. Rev. 3/31/06 C_7 -C;3 City Council Meeting - July 9, 2007 Councilwoman Ernst: Well I'd like to ask to pull it off to ask some questions about the I(b). Mayor Furlong: No, I'm sorry. This is 1(f). Councilwoman Ernst: Oh, sorry. Mayor Furlong: 1(b) we'll take up after new business. Mr. Gerhardt was speaking to item 1(f). There was some minor modifications in the pages handed out to us so if everyone is comfortable with what they've seen, we'll continue that as part of our consent agenda items. Todd Gerhardt: Thank you. Mayor Furlong: Thank you. Any other items? If not then is there a motion to approve items 1(a) through (k) excluding (b) and as amended. Councilman Litsey moved, Councilwoman Ernst 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 June 25, 2007 -City Council Summary & Verbatim Minutes dated June 25, 2007 Receive Commission Minutes: -Planning Commission Summary & Verbatim Minutes dated June 19, 2007 C. Award of Bid, Power Hill Park Trail. d. Fox Hill Subdivision, 6570 Chanhassen Road: 1) Final Plat Approval. 2) Approval of Plans & Specifications and Development Contract Resolution #2007-42: Approval of Resolution Establishing a Special Assessment Deferment Policy, as amended by staff. g. Approval of Amendment to Chapter 4 of City Code: Establishing Rate for Bulk Water Sales. Approve Letter of Support for Federal Funding for the Reconstruction of CSAH 18 (Lyman Boulevard) Between TH 41 and CSAH 17 (Powers Boulevard). j. Approval of Amendment to Chapter 7, Section 18 of City Code: Adopting the 2007 Minnesota State Building Code. k. Resolution #2007-43: Approval of Letter of Support for Federal Funding and Resolution for the Lake Minnewashta Regional Park Bicycle/Pedestrian Trail, TH 41 Underpass. 2 Park A Recreation 2� -2 Phone 952.227 1120 MEMORANDUM Fax: 952.227.1110 TO: Todd Gerhardt, City Manager Recreation Center FROM: Sharmeen Al-Jaff, Senior Planner IC�I�TuY�OpF CI7HlI11 SEN O (/ Fax: 952.227.1404 DATE: July 9, 2007 7700 Market Boulevard 1. A minimum of two 2'/2 -inch deciduous, oversto trees shall be in the 'y required PC Boz 141 Chanhassen, MN55317 p SUBJ: Fox Hill Final Plat Approval, 10 Spring Homes, Inc. Fax: 952 227.1110 Planning Case #07-03 Administration Finding: This condition still applies. Phone: 952.227.1100 Fax: 952.227.1110 2. No more than one-third of the required trees may be from any one species. Fax: 952.227.1310 PROPOSAL SUMMARY Building Inspections Finding: This condition has been met. The applicant submitted revised Phone: 952.227.1180 The developer is requesting final plat approval with variances to subdivide 1.69 acres Fax: 952.227.1190 into three single-family lots for Fox Hill. Engineering Phone: 952.227,1160 ACTION REQUIRED Fax: 952 227,1170 around all trees proposed to be preserved prior to any grading. Finance City Council approval requires a majority of City Council present. Phone: 952.227.1140 Fax 952.227.1110 .............. �.� Park A Recreation Phone 952.227 1120 On January 22, 2007, the City Council adopted the following motion: Fax: 952.227.1110 Recreation Center "The City Council approves the preliminary plat for Planning Case 07-03 for Fox Hill 2310 Coulter Boulevard Phone: 952.227.1400 Subdivision for three lots with variances to allow a private street as shown on the Fax: 952.227.1404 plans dated received December 1, 2006, subject to the following conditions: Planning Resources Natural Resources 1. A minimum of two 2'/2 -inch deciduous, oversto trees shall be in the 'y required Phone: 952.227.1130 front yard of each lot. Fax: 952 227.1110 Public Works Finding: This condition still applies. 1591 Park Road Phone: 952.227.1300 2. No more than one-third of the required trees may be from any one species. Fax: 952.227.1310 Senior Center Finding: This condition has been met. The applicant submitted revised Phone: 952227.1125 landscape plans that show no more than one-third of each Fax: 952 227,1110 species. Web SNe www.ci.ehanhassen.mn.us 3. Tree preservation fence shall be installed at the edge of the grading limits around all trees proposed to be preserved prior to any grading. Finding: This condition still applies. 4. Any trees proposed for preservation that are lost due to grading and construction activities will be replaced at a rate of 2:1 diameter inches. Finding: This condition still applies. The City of Chanhassen • A growing community with clean lakes, quality schools, a charting downtown, thriving businesses, winding trails, and beautiful parks. A great place to live, work, and play. Todd Gerhardt Fox Hill Final Plat — Planning Case 07-03 July 9, 2007 Page 2 5. The Storm Water Pollution Prevention Plan (SWPPP) shall be provided to the City so it can be reviewed by the Carver Soil and Water Conservation District. Finding: This condition still applies. 6. The plans shall be revised to incorporate Chanhassen's standard details for erosion and sediment control, including 5300, 5301, 5302A and 5302D. Finding: This condition has been met. 7. In order to ensure that the proposed infiltration area functions properly, the contractor shall minimize the number of equipment trips across this part of the site. Additionally, the lightest equipment appropriate for the job shall be used. Once the infiltration area is graded, the easement area shall be fenced off so no further compaction occurs. The applicant may want to consider planting native shrubs, grasses and wildflowers within the infiltration area instead of sod to promote volume reduction through infiltration and evapotranspiration. Finding: This condition still applies. 8. A stable emergency overflow (EOF) for the infiltration area shall be provided. The EOF could consist of riprap and geotextile fabric or a turf re -enforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. Finding: This condition still applies. 9. 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. Finding: This condition still applies. 10. The plans shall be revised to show a rock construction entrance (minimum 75 feet in length) off Fox Hollow Drive. The rock construction entrance shall be constructed in accordance with Chanhassen's Standard Detail 5301. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. Todd Gerhardt Fox Hill Final Plat — Planning Case 07-03 July 9, 2007 Page 3 Finding: This condition has been partially met and is modified to read "Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed." 11. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $8,450. Finding: This condition still applies. 12. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDFS Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Carver County, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. Finding: This condition still applies. 13. Full park fees in lieu of parkland dedication and/or trail construction shall be collected in full at the rate in force upon final plat submission and approval. Finding: This condition still applies. 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. 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. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. Finding: This condition still applies. d. Separate sewer and water services must be provided to each lot. Finding: This condition still applies. e. Any existing wells and on-site sewage treatment systems on the site must be abandoned in accordance with State Law and City Code. Finding: This condition still applies. Todd Gerhardt Fox Hill Final Plat — Planning Case 07-03 July 9, 2007 Page 4 15. Fire Marshal conditions: a. Add an additional fire hydrant at the intersection of Fox Hollow Drive and Fox Hollow Court. Finding: This condition still applies. b. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. Finding: This condition still applies. c. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota fire Code Section 501.4. Finding: This condition still applies. d. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. Finding: This condition still applies. e. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. Finding: This condition still applies. 16. All existing buildings, driveways and accessory structures must be removed before grading commences. Finding: This condition still applies. 17. Submit calculations of storm sewer and NURP showing that the development meets the requirements of the City and the MPCA. Determine the new HWL for the existing pond and show it on the plan along with the NWL. Finding: This condition has been partially met and modified to read "Storm sewer calculations must be revised to reflect the changes to the current plans." Todd Gerhardt Fox Hill Final Plat — Planning Case 07-03 July 9, 2007 Page 5 18. The swales on the eastern side of Lot 2, between Lots 2 and 3, and the swale west of Lot 3 must have a 2% minimum slope. Also, the swales in the northwest corner of the house of Lot 1, back yard of Lot 2, and side yard of Lot 3 should be moved away from the foundations of the structures. Plantings shall be placed outside the swales to promote drainage. Add spot elevations at the building comers of Lot 1. Finding: This condition has been partially met and modified to read "Plantings must be placed outside the swales to promote drainage. Show contours in the proposed street and 100 feet south of the site." 19. A valley gutter shall be installed at the intersection of Fox Hollow Drive and the private street to convey water through the intersection. Also, provide spot elevations on the curb to ensure curb line has a minimum slope of 0.5%. Finding: This condition has been modified to read "The valley gutter must be revised to match city plate 5206. The catch basins shall be relocated accordingly." 20. The proposed storm line connecting to the existing storm sewer shows a bend without a structure. A structure will be required at all bends of storm sewer. Maintain 18 inches of separation between the sanitary sewer and drain tile. Finding: This condition has been modified to read "A 48 -inch catch basin shall be installed to replace the existing undersized structure in Fox Hollow Drive." 21. On the Grading, Drainage and Erosion Control Plan, show: a. Private street and driveway grades shall not exceed 10%. Finding: This condition has modified to read "Private street and driveway grades shall not exceed 10%. The grades of the driveways shall be shown on grading plan. b. Ground (i.e. non -paved) surface grades shall not be less than 2%. Finding: This condition has been met. c. Emergency overflow locations and elevations must be shown on the plan. Finding: This condition still applies. d. Add bottom elevations to the retaining walls. Finding: This condition still applies. Todd Gerhardt Fox Hill Final Plat — Planning Case 07-03 July 9, 2007 Page 6 22. An easement is required from the appropriate property owner for any off-site grading. Finding: This condition still applies. 23. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. Finding: This condition still applies. 24. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. Finding: This condition still applies and has been modified to read "Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. The retaining wall along Highway 101 must be removed per the letter from the MN Department of Transportation dated December 21, 2006. The watermain along Highway 101 must be located to ensure that adequate cover remains after removal of the retaining wall. A permit will be required to enter the right-of-way. 25. All sanitary sewer, watermain and storm sewer within this site shall be publicly owned and maintained. Finding: This condition still applies. 26. The watermain extension from Fox Hollow Drive must be wet -tapped. Due to the alignment of the watermain in Fox Hollow Drive, it appears that this connection cannot be done under traffic. The sanitary sewer connection on Fox Hollow Drive connecting to an existing stub shall also be completed under traffic. Finding: This condition has been met. 27. Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water, and storm sewer lines. The actual elevations of existing utilities shall be determined. Finding: This condition still applies and has been modified to read "Show the location of curb stops and sanitary sewer services with elevations of both. Connect at least one section of pipe to the existing sanitary sewer before placing a manhole. Lower the invert of proposed manhole 2 a minimum of one foot. Complete the storm profile and stationing on the plans. Direct the outlet of the infiltration area east of the berm of Lot 6, Block 5, of Fox Hollow to the ditch along Highway 101. Todd Gerhardt Fox Hill Final Plat — Planning Case 07-03 July 9, 2007 Page 7 28. Install cleanout for the sewer service for Lot 2 due to length. Finding: This condition still applies. 29. Each new lot is subject to the sanitary sewer and water hookup charges. The 2006 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. Finding: This condition has been modified. The underlying property was assessed for 3 lots in 1975. This assessment has been paid. Therefore, the trunk sewer and water charges are not due with the building permit. The new condition shall read "All applicable Met Council fees will be collected with the application for a building permit." 30. The utilities will need to be adjusted to allow a minimum of 10 feet horizontal separation between the easement and the proposed utilities. Finding: This condition has been modified to read "The drainage and utility easement located along the western portion of the site must be revised to include a cross -access easement in favor of all property owners within the Fox Hill Subdivision. Revise the plat as necessary." 31. A IO -foot drainage and utility easement will be required for the front of Lots 2 and 3 Finding: This condition still applies and is modified to read "The final plat shall be revised to show a 10 -foot drainage and utility easement along the fronts of Lots 2 and 3:' 32. The private street entrance must connect to Fox Hollow drive at a 90 -degree angle. Finding: This condition has been modified to read "The private street must maintain a minimum of 20 feet of length perpendicular to the valley gutter. Also, correct the scale on the road profile." 33. Lot 3, Block 1, must maintain a 20 -foot side yard setback along the westerly property line. Finding: This condition still applies. 34. The applicant shall file covenants concerning maintenance of the private street against all benefiting properties as required in section 18-57 (p) 2 of the city code. Finding: This condition still applies. Todd Gerhardt Fox Hill Final Plat — Planning Case 07-03 July 9, 2007 Page 8 35. The applicant shall provide signs or other markings identifying the common areas of the private street. Finding: This condition still applies." FINAL PLAT The applicant is proposing to subdivide a 1.69 acre site into three single-family lots. The density of the proposed subdivision is 1.77 units per acre gross and 2.19 units per acre net. All lots exceed the minimum 15,000 square feet of area, with an average lot size of 20,183 square feet. All proposed lots meet the minimum width and depth requirements of the Zoning Ordinance. The lots are proposed to be served via a private street. The City Code requires a 30 -foot front yard setback for lots served by private streets. The front yard is the lot line nearest the public right-of-way that provides access to the parcel. As such, the front lot line is the northerly property line on all three lots. Also, all three lots have frontage on Highway 101. Consequently, these lots are considered comer lots and must maintain a 30 -foot setback along the easterly property line as well. All remaining setbacks are 10 feet as they are side yard setbacks. Staff is recommending that Lot 3 maintain a 20 -foot side yard setback along the westerly property line to provide additional buffer for the property to the west. The City may require an increase in a setback when a parcel is served by a private street (Section18-57 Streets p-6). Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. WETLANDS No wetlands exist on site. EROSION AND SEDIlVIENT CONTROL A NPDES Phase II Construction Site Storm Water Permit will be required from the Minnesota Pollution Control Agency (MPCA) for this site. A Storm Water Pollution Prevention Plan (SWPPP) will be required in conjunction with this application. The SWPPP should be provided to the City so it can be reviewed by the Carver Soil and Water Conservation District. The plans should be revised to incorporate Chanhassen's standard details for erosion and sediment control, including 5300, 5301, 5302A and 5302D. In order to ensure that the proposed infiltration area functions properly, the contractor should minimize the number of equipment trips across this part of the site. Additionally, the lightest equipment appropriate for the job should be used. Once the infiltration area is graded, the easement area should be fenced off so no further compaction occurs. The applicant may want to Todd Gerhardt Fox Hill Final Plat — Planning Case 07-03 July 9, 2007 Page 9 consider planting native shrubs, grasses and wildflowers within the infiltration area instead of sod to promote volume reduction through infiltration and evapotranspiration. A stable emergency overflow (EOF) for the infiltration area should be provided. The EOF could consist of riprap and geotextile fabric or a turf re -enforcement mat (a permanent erosion control blanket). A typical detail should be included in the plan. 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. The plans should be revised to show a rock construction entrance (minimum 75 feet in length) off Fox Hollow Drive. The rock construction entrance should be constructed in accordance with Chanhassen's Standard Detail 5301. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. SURFACE WATER MANAGEMENT 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 $1,900/acre. Based on the proposed developed area of approximately 1.69 acres, the water quality fees associated with this project are $3,211. The SWMP has established a connection charge for the different land uses based on an average city wide 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 $3,100 per developable acre. This results in a water quantity fee of approximately $5,239 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 $8,450. OTHER AGENCIES The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Todd Gerhardt Fox Hill Final Plat — Planning Case 07-03 July 9, 2007 Page 10 Phase 11 Constmction Site Permit), Minnesota Department of Natural Resources (for dewatering), Carver County, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. GRADING AND DRAINAGE The 1.7 acre site is bordered by Fox Hollow Drive to the north, State Highway 101 to the East and Fox Hollow Subdivision to the south and west. There is an existing house, two accessory structures, and a gravel drive on the site; all of these must be removed before site grading commences. The high point of the site divides the site into two main pieces. Approximately 60 percent of the drainage drains to the new low area in the southeast comer of the site. The remaining 40 percent drains through a series of catch basins and enters an existing pond north of Fox Hollow Drive. Hydrology calculations were submitted which meet the requirements of the Minnesota Department of Transportation and the City of Chanhassen. Storm sewer calculations were provided, but will need to be updated to reflect changes to the current plans. Contours will need to be shown in the roadway and 100 feet south of the site. Plantings shall be placed outside of swales to promote drainage. The outlet structure provides a 6 -inch restrictor pipe. This will need to be removed to allow the structure to be used as an overflow. An alternative solution is needed to restrict the flow in normal conditions. The elevation of the beehive grate shall be added to the plans. The PVC pipes will need to be replaced with RCP. A valley gutter was installed at the intersection of the private drive and Fox Hollow Drive. This valley gutter does not match city plate 5206. The elevations near this intersection will need to be revised, along with the locations of the catch basins. Provide spot elevations around the intersection to ensure that the curb line has a minimum of .5% slope. The infiltration basin outlet shall be directed east of the berm of Lot 6, Block 5, Fox Hollow. This will allow the storm water to enter the drainage ditch along Highway 101. The connection to the existing catch basin in Fox Hollow Drive is not feasible because the existing structure is too small. A new 48 -inch structure will need to replace the existing structure to make the connection. Private driveway grades shall not exceed 10%. Emergency overflow locations and elevations must be shown on the plan. Todd Gerhardt Fox Hill Final Plat — Planning Case 07-03 July 9, 2007 Page 11 An easement is required from the appropriate property owner for any off-site grading. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. RETAINING WALLS The proposed retaining walls are as follows: Location Length (approximate) Maximum Height (approximate) the driveway of lot 1 100 feet 4 feet -Along Rear yard of lot 1 25 feet 4 feet -Along the west side of the drive of lot 3 25 feet 4 feet Elevations shall be added to the bottom of retaining walls to confirm actual height. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. There is an existing retaining wall along Highway 101 which is approximately 2 feet high and 110 feet long. This retaining wall needs to be removed per the letter from the Minnesota Department of Transportation. The watermain along Highway 101 will need to be located to ensure that plenty of cover remains after removal of the retaining wall. A permit will be required to enter the right-of-way. UTILITIES The developer proposes to extend lateral sanitary sewer, watermain and storm sewer within the development. The sanitary sewer, watermain, and storm sewer will be publicly owned and maintained. Draintile and the culvert under the driveway of Lot 1 will be the responsibility of the homeowners. Proposed watermain will extend from the existing watermain within Fox Hollow Drive. The proposed watermain will terminate at the hydrant of Lot 3 having a total length of 270 lineal feet. Due to the alignment of the watermain off of Fox Hollow Drive, it appears that the connection cannot take place under traffic. The connection on Fox Hollow Drive must be wet -tapped. Sanitary sewer for this development will extend off of Fox Hollow Drive. A stub was provided during the construction of the Fox Hollow Subdivision which should allow this connection to be completed under traffic. Utility plans provided show both plan view and profiles of all utilities (sanitary sewer, water, and storm lines). Actual elevations of existing utilities shall be verified for accuracy. A cleanout for the sanitary sewer service will be needed for Lot 2 because of the length. Show the location of curb stops and sanitary sewer services with elevations of both. Connect at least one section of pipe to the existing sanitary sewer before placing a manhole. This will prevent the rim to be out of the curb line area. Also the invert of proposed manhole 2 should be lowered a minimum of one foot. The storm stationing is not shown on the plan and the profile is incomplete. Todd Gerhardt Fox Hill Final Plat — Planning Case 07-03 July 9, 2007 Page 12 The underlying property was assessed for three lots in 1975. This assessment has been paid; therefore, the trunk sewer and water charges are not due with the building permit. The Met Council fees still apply and will be collected with the application for a building permit. The developer will be responsible for extending lateral sewer and water service to the lots; therefore, the sanitary sewer and water connection charges will be waived. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also 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. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Minnesota Department of Health, Watershed District and Minnesota Department of Transportation. EASEMENTS A drainage and utility easement has been provided for the utilities. This easement will need to be revised to allow all users access to their driveways. The utilities in this easement will need to be adjusted to ensure that there is a minimum of a 10 -foot horizontal separation between the easement and the proposed utilities. The front of Lots 2 and 3 require a 10 -foot drainage and utility easement. STREETS Access to the site will be a private street off of Fox Hollow Drive. The private drive must connect to Fox Hollow Drive at a 90 degree angle. The developer has provided plans showing the street as both private and public. Staff supports the variance to a private street because no additional houses will connect to this street. The private street within the development will be privately owned and maintained. The street must be built to a 7 -ton design, paved to a width of 20 feet, utilize a maximum grade of 7 percent, maintain 20 feet of length perpendicular to the valley gutter, and provide a turnaround area acceptable to the Fire Marshal. Upon completion of the private street, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. Todd Gerhardt Fox Hill Final Plat — Planning Case 07-03 July 9, 2007 Page 13 PARKS AND TRAILS PARKS This property is located within the neighborhood park service area for North Lotus Lake Park. Future residents of Fox will have convenient access to the park from Fox Hollow Drive. North Lotus Lake is 19.8 acres in size and features a playground, picnic shelter, trails, hockey skating rink, seasonal shelter, tennistbasketball court, and a ball field. Ample off-street parking is available at the park. Many amenities at the park have been updated within the past few years. No additional parkland acquisition is being recommended as a condition of this subdivision. TRAMS PWk M m��1a Hill !=9 rink, The subject site has direct access to the Highway 101 North pedestrian trail. Upon development, all three homes will abut Highway 101 and the pedestrian trail located on the west side of the highway. No additional trail construction is being recommended as a condition of this subdivision. TREE PRESERVATIONILANDSCAPING Canopy coverage and preservation calculations have not been submitted for the Fox Hill development. Staff has calculated the following coverages: Total upland area (including outlots) 73,700 SF Total canopy area (excluding wetlands) 13,000 SF Baseline canopy coverage 17% Minimum canopy coverage allowed 25% or 18,425 SF Proposed tree preservation 13% or 10,000 SF The developer does not meet minimum canopy coverage allowed; therefore, the difference between the baseline and proposed tree preservation is multiplied by 1.2 to calculate the required replacement plantings. Difference in canopy coverage 3,000 SF Multiplier 1.2 Total replacement 3,600 SF Difference in canopy coverage 5,425 SF Total number of trees to be planted 8 Todd Gerhardt Fox Hill Final Plat – Planning Case 07-03 July 9, 2007 Page 14 The total number of trees required for the development is 8. The applicant has proposed a total of 8 deciduous, overstory trees and 64 evergreens and 25 ornamentals within buffer yards. The subdivision is also required to have bufferyard plantings along Highway 101. Requirements are as follows: Location Required Proposed Hwy. 101– bufferyard B 6 overstory trees 0 overstory trees – 20' width 10 understory trees 26 understory trees 330' length 16 shrubs Berm on lots 1 & 2 The applicant generally meets the minimum requirements for bufferyard planting along Highway 101 by planting the overall total of over and understory trees and adding a berm. The applicant is proposing to save many of the existing trees on site. Staff recommends that all trees be thoroughly protected by installing fencing around all groups. COMPLIANCE WITH ORDINANCE - RSF DISTRICT Lot Lot Lot Home Area Width Depth Setback Ordinance 15,000 100' 125' 30' front/rear 10' sides M-96 IS Lot 1 18,067 115' 260' 30'/NA 10' Lot 2 19,372 115' 260' 307NA 10' Lot 3 23,112 115' 260' 307NA 20' RECOMMENDATION Staff recommends that the City Council adopt the following motion: "The City Council grants final plat approval with a variance for a private street for Fox Hill – Planning Case #07-03 for three lots as shown on the plans received June 11, 2007 subject to the following conditions: A minimum of two Th -inch deciduous, overstory trees shall be required in the front yard of each lot. 2. Tree preservation fence shall be installed at the edge of the grading limits around all trees proposed to be preserved prior to any grading. Todd Gerhardt Fox Hill Final Plat — Planning Case 07-03 July 9, 2007 Page 15 3. Any trees proposed for preservation that are lost due to grading and construction activities will be replaced at a rate of 2:1 diameter inches. 4. The Storm Water Pollution Prevention Plan (SWPPP) shall be provided to the City so it can be reviewed by the Carver Soil and Water Conservation District. 5. In order to ensure that the proposed infiltration area functions properly, the contractor shall minimize the number of equipment trips across this part of the site. Additionally, the lightest equipment appropriate for the job shall be used. Once the infiltration area is graded, the easement area shall be fenced off so no further compaction occurs. The applicant may want to consider planting native shrubs, grasses and wildflowers within the infiltration area instead of sod to promote volume reduction through infiltration and evapotranspiration. 6. A stable emergency overflow (EOF) for the infiltration area shall be provided. The EOF could consist of riprap and geotextile fabric or a turf re -enforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. 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. 8. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 9. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $8,450. 10. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Carver County, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. 11. Full park fees in lieu of parkland dedication and/or trail construction shall be collected in full at the rate in force upon final plat submission and approval. Todd Gerhardt Fox Hill Final Plat — Planning Case 07-03 July 9, 2007 Page 16 12. 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. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. d. Separate sewer and water services must be provided to each lot. e. Any existing wells and on-site sewage treatment systems on the site must be abandoned in accordance with State Law and City Code. 13. Fire Marshal conditions: a. Add an additional fire hydrant at the intersection of Fox Hollow Drive and Fox Hollow Court. b. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. c. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. d. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. e. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 14. All existing buildings, driveways and accessory structures must be removed before grading commences. 15. Storm sewer calculations must be revised to reflect the changes to the current plans. 16. Plantings must be placed outside the swales to promote drainage. Show contours in the proposed street and 100 feet south of the site. 17. The valley gutter must be revised to match city plate 5206. The catch basins shall be relocated accordingly. 18. A 48 -inch catch basin shall be installed to replace the existing undersized structure in Fox Hollow Drive. 19. On the Grading, Drainage and Erosion Control Plan, show: a. Private street and driveway grades shall not exceed 10%. The grades of the driveways shall be shown on grading plan. b. Emergency overflow locations and elevations must be shown on the plan. Todd Gerhardt Fox Hill Final Plat — Planning Case 07-03 July 9, 2007 Page 17 c. Add bottom elevations to the retaining walls. 20. An easement is required from the appropriate property owner for any off-site grading. 21. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 22. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. The retaining wall along Highway 101 must be removed per the letter from the Minnesota Department of Transportation dated December 21, 2006. The watermain along Highway 101 must be located to ensure that adequate cover remains after removal of the retaining wall. A permit will be required to enter the right-of-way. 23. All sanitary sewer, watermain and storm sewer within this site shall be publicly owned and maintained. 24. Show the location of curb stops and sanitary sewer services with elevations of both. Connect at least one section of pipe to the existing sanitary sewer before placing a manhole. Lower the invert of proposed manhole 2 a minimum of one foot. Complete the storm profile and stationing on the plans. Direct the outlet of the infiltration area east of the berm of Lot 6, Block 5, of Fox Hollow to the ditch along Highway 101. 25. Install cleanout for the sewer service for Lot 2 due to length. 26. All applicable Met Council fees will be collected with the application for a building permit. 27. The drainage and utility easement located along the western portion of the site must be revised to include a cross -access easement in favor of all property owners within the Fox Hill Subdivision. Revise the plat as necessary. 28. The final plat shall be revised to show a 10 -foot drainage and utility easement along the fronts of Lots 2 and 3. 29. The private street must maintain a minimum of 20 feet of length perpendicular to the valley gutter. Also, correct the scale on the road profile. 30. Lot 3, Block 1, must maintain a 20 -foot side yard setback along the westerly property line. 31. The applicant shall file covenants concerning maintenance of the private street against all benefiting properties as required in section 18-57 (p) 2 of the city code. 32. The applicant shall provide signs or other markings identifying the common areas of the private street. Todd Gerhardt Fox Hill Final Plat — Planning Case 07-03 July 9, 2007 Page 18 33. Remove the restriction from the outlet pipe. An alternative solution is needed to restrict the flow during normal rain events. Add the elevations of the beehive grate to the plans. The PVC pipes shall be changed to RCP. 34. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also 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. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate regulatory agencies will be required, including the MPCA, Minnesota Department of Health, Carver County, Watershed District and Minnesota Department of Transportation. 35. Add city detail plates 5235, 5236, 5202A, and 2109. Remove details 5240, 5242, and 5243 as they do not pertain to this development. The slope must be shown on the typical street section. Revise the drain the to show the correct location. 36. The specifications must include the city specifications for street construction. Working hours in the special conditions should be changed to reflect the same working hours on page G-28 of the General Conditions." ATTACHMENTS 1. Final Plat and Construction Plans. GAPLAM2007 Planning Cases\07-03 Fox HilMiinal Plal.do I Ym.•wr"°�d ..� I I I I I I I x! I w L ----------- J eq I� HOLLOW DRIVE I 1 5 09'41'52' Ems{ ^ --200.05-- _ •.ar____________________________-I 1 1 y I = p CI J1 l� I 1 xxnl w'. •.ar____________________________-I `a w I •YVM••Ji y C I I w2' r Y • ----------- iR9F- J I I I � I I r I v I L___ __290.05-- \\ 5 89'41'52' E Z<o/e I yv ---------------- - / � I I Z L.J V/ Ln Q z Q U FOX HILL y.-- GRAPHIC SCAM YYY W C�rYrIYYr VrrY°rrl.l•.rYi4°4Y.4�fr,. ` W.Ysr W.••rwrYYYY.xYwrp..+r W(.� _rw.rrtx..,r�v. W W NYYY• Y.yy 0W YYWYwYw1YYb WY.Yb•eY.er•r �,Y_�Yb= ` •WI. 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COUNTY ROAD 101, MINNETONKA, MN 55345 SHEET INDEX SHEET DESCRIPTION 1 COVER 2 GRADING, DRAINAGE & EROSION COI 3 UNDERGOUND UTILITIES 4 ROADWAY CONSTRUCTION 5 GRADING & UTILITY DETAILS 6 ROADWAY CONSTRUCTION DETAILS I WA610ORIX'I[ COIJIIIIIKTW MII.WRR' FOX HOLLOF = jwlvz' MOS ._• v.s v,n, �OOIRWOGITW BAY 1 LJ m CHID 1 f b---� 1, I. W_t 91V I :WYM P.=[ I �Y[rvMw nMMWS 974.5 o.. ...P..e...... ... . 0......... I SECTION A GRADING, DRAINAGE & M, EROSION CONTROL PLAN FOX HILL ROAD .-., LEGEND .....PK..... 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APvSP _I� t r. ` s[eurm :e3�--^:: Fexu-... ._= _. _...___�.jy_y..q ,. ��._.— 4p�.�: a•?mA:mdRATaSiama ^' Qdll� SWWRRZI CW_III® R1AV.L 4RN¢ Y�1fAM, ud_VI® �X�NIi * Illltum IOA JW. - IOW ]IM ..wxe.we•eR... __ _ _ Alllllmowi.ix:R w �m^ii1R'oi g _•_••` p,i g�3a 4a o•a ®I—L-110 yMMICI �U 2 W GRADING & 310 UTILITY DETAILS ms FOX HILL ROAD I., "I 1/Y. f�`��rYeM �mmwun wwno �o.nn�. �w I ' I . 1?r y 61bnNw. WYY Jp• 11W 9n00T BBIB JeYivnw w • � •. ' - cY.Ye 9.e w au. � as r Ir II.R. in lOJl.smwim wen) i OttlYp/'iW'•�� Wuuau "�c'IE"` SERxCE GBINEI WEAIAIYI wxornax ROADWAY CONSTRUCTION DETAILS FOX HILL ROAD i -RO�ECT NAME 1— T `I© �: t 'M �°Y�Y ._..., �.. 4fi1�s-+ � mv.eu.. r' .`ai4eT�T?�'_. �1'":{r µ. .. )�..�,o.nn •• .,�..�l--V .��"'�..x3...�... �..w�,. ....,...... •:..-src=.�_w.w.w......` e�. CVPB T WV_IIIIW 1i�CATPMC NCH .' 918-9.:Rf10E � WI_W{Im ORYNME �� WIOIN CEyE�OMIENi WN 9Gl � WIIIIWW PIPE IME 9RII.Cf l,R.wU � WN111111 nUEET C 9011 ` 'J11T win ` ]IC! 51Ji IJIJ ` !11! i OttlYp/'iW'•�� Wuuau "�c'IE"` SERxCE GBINEI WEAIAIYI wxornax ROADWAY CONSTRUCTION DETAILS FOX HILL ROAD i Mir A��LS1•T'Y']!C�RY:�IAISip F1'i�r.'Ln'f':Ts�4'f'l.�].T�fV.—,— ...t.,.. 9T_—.'L•4^!!� O PLANTING SCHEDULE m. rn�r—r—in�m a. uiWs •• �w sv •unerran PLANTING NOTES I WIT. - P -M 1. 6570 CHANHAS ROAD u®sas® "! CONIKI'CWFS 111Q /LAmTiN! e' o<. uwu. oLn tK a avle. w»i e.rone. wr we .k .Iwmom xmcw . r..a. IYLM KVT! uurxe wnn+lw�rei e.w enwe Krruw wa IKI. PUM1K sr wrrvm.r�u. �Gll01 6ltl ..iw�e NS�I4 KJRLTW lW12l.0/[d Cl f(MINLtANR6\®lO G6R _ n LCIIVbNVQ W5iM 111m iO I0VM MfM.1O1f Gf WlIIUIUYWl6>Tl® I.MM 1K iliS UM11014ttM G401G1 b 44YN1H1 MPL RLIWUMII@N.NRIN1 RfNL eon rurww 111Q'1101lGTp10lTAIL _ r u LI I•. !O• KRIN LANDSCAPE LAYOUT MAN PLANTING DETAILS Qnlram. rnorr LANDSCAPE PLAN L1 May 23, 2007 CITY OF 7700 Market Boulevard Mr. ScottRosenlund PO e 147 Chanhassen, n, MN 55317 10 Spring Homes, Inc. p g F=952.227.1110 7925 Stone Creek Drive, Suite 120 Administration Chanhassen, MN 55317 Phone: 952227.1100 Fax: 952227.1110 Grading Plan Fax: 952227.1110 Re: Fox Hill Final Plat Application — Planning Case 07-03 Building Inspeewons 1. All unpaved areas including swales must have a minimum 2% slope. Prune: 952227.1180 Dear Mr. Rosenlund: Fax: 952227.1190 Engineering This letter is to inform you that we are in receipt of your final plat for the Phone: 952.227.1160 subdivision of Fox Hill located west of Chanhassen Road (Highway 101) and south Fax 952.2271170 of Fox Hollow Drive (6570 Chanhassen Road). Finance Phone: 9522271140 After review of data submitted, it is determined that the following information is F=952.227.1110 missing: a. Park A Recreation Phone: 952227.1120 Grading Plan Fax: 952227.1110 Recreation 1. All unpaved areas including swales must have a minimum 2% slope. erBoul v 2310 Coulter Boulevard Phone. 952.227.1400 Fax: 952.227.1404 2. Contours must he shown 100 feet past the property line. Planning A Natural Resources 3. The retaining wall along Highway 101 needs to be removed per the letter - Phore.952227.1130 from MnDOT dated December' -2 1, 2006. A permit will be required to Fax952227.1110 enter the R.O.W. The water main along Highway 101 will need to be Public Woft located to ensure that plenty of cover remains after removal of the 1591 Pe Road retaining wall. Phone: 952227.1300 Fax 952.227.1310 4. Spot elevations are needed at the intersection with Fox iIollow Drive. Senior Center Also, show spot elevations along the curb line between station 1+75 and Phone: 952.227:1125 2+25 to ensure the slope along the curb line maintains a minimum of. Fax 952227.1110 Web She 5. Driveway grades must be shown. www.ci.clunhassen.mn us 6. Add bottom elevations to the retaining walls. Drainage Calculations 1. Revise drainage calculations based on revised grades on the grading plan. Compute H.W.L. and N.W.L. for existing pond and show it on the plans. Provide NURP calculations and stone sewer calculations. SCANNED The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, wining (rails, and beautiful parks. A great place to live, work, and play Mr. Scott Rosenlund May 21, 2007 Page 2 Streets 1. Maintain 20 feet of length perpendicular to the valley gutter of proposed street. Unlit Show the location of curb stops and sanitary sewer services with elevations of both. 2. Verify the storm elevation for the connection to the existing storm sewer. 3. Show the profile of the storm sewer. Miscellaneous 1. Provide three (3) copies of the specifications with the final plat. 2. The side yard setback of Lot 3, Block 1 is 20 feet. 3. Conditions from the preliminary plat approval. Therefore, your application is incomplete and we will not be able to review it until these items have been submitted. As such, the 60 -day deadline to process an application will not begin until we have received all of the necessary information to review the application. If the missing data is submitted by May 25, 2007, the staff will be able to schedule your item for the June 25, 2007 meeting. If you have any questions, please feel free to contact me at (952) 227-1165. Sincerely, CIT F C SEN ose Shamla Project Engineer GAPLAM2007 Planning Cws X07-03 Fox HilNncomplete ApplicatimAm January 24, 2007 Mr. Scott Rosenlund I OSpring Homes, Inc. 7925 Stone Creek Drive, Suite 120 Chanhassen, MN 55317 Dear Mr. Rosenlund: JUN 11 2007 u a,M? MtAW cam` This letter is to formally notify you that on January 22, 2007, the City Council adopted the following motion: "The City Council approves the preliminary plat for Planning Case 07-03 for Fox Hill Subdivision for 3 lots with variances to allow a private street as shown on the plans dated received December 1, 2006, subject to the following conditions: A minimum of two 21/2 -inch deciduous, overstory trees shall be required in the front yard of each lot. (2) trees were removed from lot 2 and replaced on lot 3 2. No more than one-third of the required trees may be from any one species. Additional evergreen species were added to increase diversity. 3. Tree preservation fence shall be installed at the edge of the grading limits around all trees proposed to be preserved prior to any grading. See detail 3JL1. 4. Any trees proposed for preservation that are lost due to grading and construction activities will be replaced at a rate of 2:1 diameter inches. I am assuming this is for everyone's information especially the grading contractor. 5. The Storm Water Pollution Prevention Plan (SWPPP) shall be provided to the City so it can be reviewed by the Carver Soil and Water Conservation District. 6. The plans shall be revised to incorporate Chanhassen's standard details for erosion and sediment control, including 5300, 5301, 5302A and 5302D. 7. In order to ensure that the proposed infiltration area functions properly, the contractor shall minimize the number of equipment trips across this part of the site. Additionally, the lightest equipment appropriate for the job shall be used. Once the infiltration area is graded, the easement area shall be fenced off so no further compaction occurs. The applicant may want to consider planting native shrubs, grasses and wildflowers within the infiltration area instead of sod to promote volume reduction through infiltration and evapotranspiration. Owner/Applicant requested not to consider planting native shrubs, grasses and wildflowers within the area. 8. A stable emergency overflow (EOF) for the infiltration area shall be provided. The EOF could consist of riprap and geotextile fabric or a turf re -enforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. Mr. Scott Rosenlund Fox Hill — Planning Case 07-03 January 24, 2007 Page 3 9. 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. 10. The plans shall be revised to show a rock construction entrance (minimum 75 feet in length) off Fox Hollow Drive. The rock construction entrance shall be constructed in accordance with Chanhassen's Standard Detail 5301. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 11. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $8,450. 12. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase 11 Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Carver County, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. 13. Full park fees in lieu of parkland dedication and/or trail construction shall be collected in full at the rate in force upon final plat submission and approval. 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. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. d. Separate sewer and water services must be provided to each lot. e. Any existing wells and on-site sewage treatment systems on the site must be abandoned in accordance with State Law and City Code. Mr. Scott Rosenlund Fox Hill — Planning Case 07-03 January 24, 2007 Page 4 15. Fire Marshal conditions: a. Add an additional fire hydrant at the intersection of Fox Hollow Drive and Fox Hollow Court. b. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. c. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota fire Code Section 501.4. d. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. e. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 16. All existing buildings, driveways and accessory structures must be removed before grading commences. 17. Submit calculations of storm sewer and NURP showing that the development meets the requirements of the City and the MPCA. Determine the new HWL for the existing pond and show it on the plan along with the NWL. 18. The swales on the eastern side of Lot 2, between Lots 2 and 3, and the swale west of Lot 3 must have a 2% minimum slope. Also, the swales in the northwest comer of the house of Lot 1, back yard of Lot 2, and side yard of Lot 3 should be moved away from the foundations of the structures. Plantings shall be placed outside the swales to promote drainage. Add spot elevations at the building comers of Lot 1. 19. A valley gutter shall be installed at the intersection of Fox Hollow Drive and the private street to convey water through the intersection. Also, provide spot elevations on the curb to ensure curb line has a minimum slope of 0.5%. 20. The proposed storm line connecting to the existing storm sewer shows a bend without a structure. A structure will be required at all bends of storm sewer. Maintain 18 inches of separation between the sanitary sewer and drain tile. 21. On the Grading, Drainage and Erosion Control Plan, show: a) Private street and driveway grades shall not exceed 10%. Mr. Scott Rosenlund Fox Hill — Planning Case 07-03 January 24, 2007 Page 5 b) Ground (i.e. non -paved) surface grades shall not be less than 2%. c) Emergency overflow locations and elevations must be shown on the plan. d) Add bottom elevations to the retaining walls. 22. An easement is required from the appropriate property owner for any off-site grading. 23. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 24. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 25. All sanitary sewer, watermain and storm sewer within this site shall be publicly owned and maintained. 26. The watermain extension from Fox Hollow Drive must be wet -tapped. Due to the alignment of the watermain in Fox Hollow Drive, it appears that this connection cannot be done under traffic. The sanitary sewer connection on Fox Hollow Drive connecting to an existing stub shall also be completed under traffic. 27. Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water, and storm sewer lines. The actual elevations of existing utilities shall be determined. 28. Install cleanout for the sewer service for Lot 2 due to length. 29. Each new lot is subject to the sanitary sewer and water hookup charges. The 2006 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 30. The utilities will need to be adjusted to allow a minimum of 10 feet horizontal separation between the easement and the proposed utilities. 31. A 10 -foot drainage and utility easement will be required for the front of Lots 2 and 3. 32. The private street entrance must connect to Fox Hollow drive at a 90 -degree angle. 33. Lot 3, Block 1, must maintain a 20 -foot side yard setback along the westerly property line. 34. The applicant shall file covenants concerning maintenance of the private street against all benefiting properties as required in section 18-57 (p) 2 of the city code. 35. The applicant shall provide signs or other markings identifying the common areas of the private street." Mr. Scott Rosenlund Fox Hill — Planning Case 07-03 January 24, 2007 Page 6 You must submit final plat documents at least four weeks before the City Council meeting m 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 feel free to contact me at 952.227.1134 or e-mail at saliaffOa,ci.chanhassen.mn.us. Sincerely, Sharmeen Al-Jaff Senior Planner Enclosure gAplan\2007 planning casm\07-03 fox hill\pmHm. IMcer of appmval.doc i Mr. Scott Rosenlund Fox Hill — Planning Case 07-03 January 24, 2007 Page 1 January 24, 2007 Mr. Scott Rosenlund I OSpring Homes, Inc. 7925 Stone Creek Drive, Suite 120 Chanhassen, MN 55317 Dear Mr. Rosenlund: Joe & Jill — Fox Hill is scheduled for final plat approval at the July 9`s City Council Meeting. Please have your comments to Sharmeen no later than June 27`s. This letter is to formally notify you that on January 22, 2007, the City Council adopted the following motion: "The City Council approves the preliminary plat for Planning Case 07-03 for Fox Hill Subdivision for 3 lots with variances to allow a private street as shown on the plans dated received December 1, 2006, subject to the following conditions: 1. A minimum of two 21/2 -inch deciduous, overstory trees shall be required in the front yard of each lot. (2) trees were removed from lot 2 and replaced on lot 3 6}i l l A ff64-4- 2. No more than one-third of the required trees may be from any one species. Additional evergreen species were added to increase diversity. kcag {-v7 MeT 6i1 Id5��Q vt„" ct1�1 k, Tree preservation fence shall be installed at the edge of the grading limits around all trees &/5/7 proposed to be preserved prior to any grading. See detail 311-1. -*W a." Lic- 4. Any trees proposed for preservation that are lost due to grading and construction activities will be replaced at a rate of 2:1 diameter inches. I am assuming this is for everyone's information especially the grading contractor. e,+il,( a f-pLLIa 5. The Storm Water Pollution Prevention Plan (SWPPP) shall be provided to the City so it can be reviewed by the Carver Soil and Water Conservation District. 6. The plans shall be revised to incorporate Chanhassen's standard details for erosion and sediment control, including 5300, 5301, 5302A and 5302D. 7. In order to ensure that the proposed infiltration area functions properly, the contractor shall minimize the number of equipment trips across this part of the site. Additionally, the lightest equipment appropriate for the job shall be used. Once the infiltration area is graded, the easement area shall be fenced off so no further compaction occurs. The applicant may want to consider planting native shrubs, grasses and wildflowers within the infiltration area instead of sod to promote volume reduction through infiltration and evapotranspiration. Owner/Applicant requested not to consider planting native shrubs, grasses and wildflowers within the area. Mr. Scott Rosenlund Fox Hill — Planning Case 07-03 January 24, 2007 Page 2 8. A stable emergency overflow (EOF) for the infiltration area shall be provided. The EOF could consist of riprap and geotextile fabric or a turf re -enforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. 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. 9. The plans shall be revised to show a rock construction entrance (minimum 75 feet in length) off Fox Hollow Drive. The rock construction entrance shall be constructed in accordance with Chanhassen's Standard Detail 5301. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 10. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $8,450. 11. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Carver County, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. 12. Full park fees in lieu of parkland dedication and/or trail construction shall be collected in full at the rate in force upon final plat submission and approval. 13. 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. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. d. Separate sewer and water services must be provided to each lot. Mr. Scott Rosenlund Fox Hill — Planning Case 07-03 January 24, 2007 Page 3 e. Any existing wells and on-site sewage treatment systems on the site must be abandoned in accordance with State Law and City Code. 14. Fire Marshal conditions: a. Add an additional fire hydrant at the intersection of Fox Hollow Drive and Fox Hollow Court. b. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. c. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota fire Code Section 501.4. d. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. e. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 15. All existing buildings, driveways and accessory structures must be removed before grading commences. 16. Submit calculations of storm sewer and NURP showing that the development meets the requirements of the City and the MPCA. Determine the new HWL for the existing pond and show it on the plan along with the NWL. 17. The swales on the eastern side of Lot 2, between Lots 2 and 3, and the swale west of Lot 3 must have a 2% minimum slope. Also, the swales in the northwest comer of the house of Lot 1, back yard of Lot 2, and side yard of Lot 3 should be moved away from the foundations of the structures. Plantings shall be placed outside the swales to promote drainage. Add spot elevations at the building comers of Lot 1. 18. A valley gutter shall be installed at the intersection of Fox Hollow Drive and the private street to convey water through the intersection. Also, provide spot elevations on the curb to ensure curb line has a minimum slope of 0.5%. 19. The proposed storm line connecting to the existing storm sewer shows a bend without a structure. A structure will be required at all bends of storm sewer. Maintain 18 inches of separation between the sanitary sewer and drain tile. Mr. Scott Rosenlund Fox Hill — Planning Case 07-03 January 24, 2007 Page 4 20. On the Grading, Drainage and Erosion Control Plan, show: a) Private street and driveway grades shall not exceed 10%. b) Ground (i.e. non -paved) surface grades shall not be less than 2%. c) Emergency overflow locations and elevations must be shown on the plan. d) Add bottom elevations to the retaining walls. 21. An easement is required from the appropriate property owner for any off-site grading. 22. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 23. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 24. All sanitary sewer, watermain and storm sewer within this site shall be publicly owned and maintained. 25. The watermain extension from Fox Hollow Drive must be wet -tapped. Due to the alignment of the watermain in Fox Hollow Drive, it appears that this connection cannot be done under traffic. The sanitary sewer connection on Fox Hollow Drive connecting to an existing stub shall also be completed under traffic. 26. Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water, and storm sewer lines. The actual elevations of existing utilities shall be determined. 27. Install cleanout for the sewer service for Lot 2 due to length. 28. Each new lot is subject to the sanitary sewer and water hookup charges. The 2006 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 29. The utilities will need to be adjusted to allow a minimum of 10 feet horizontal separation between the easement and the proposed utilities. 30. A 10 -foot drainage and utility easement will be required for the front of Lots 2 and 3. 3 L The private street entrance must connect to Fox Hollow drive at a 90 -degree angle. 32. Lot 3, Block 1, must maintain a 20 -foot side yard setback along the westerly property line. 33. The applicant shall file covenants concerning maintenance of the private street against all benefiting properties as required in section 18-57 (p) 2 of the city code. Mr. Scott Rosenlund Fox Hill — Planning Case 07-03 January 24, 2007 Page 5 34. The applicant shall provide signs or other markings identifying the common areas of the private street." You must submit final plat documents at least four 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 feel free to contact me at 952.227.1134 or e-mail at saliaff(dci.chanhassen.mn.us. Sincerely, Sharmeen Al-Jaff Senior Planner Enclosure g:\plan\2007 planning cases\07-03 fox hill\pmlim. leder of appmval.doc 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952 227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227,11 60 Fax: 952.227.11 TO Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952717.1400 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 Fat 952.227.1110 Web Site www.6c1nanhassen.mn.us January 24, 2007 Mr. Scott Rosenlund 10Spring Homes, Inc. 7925 Stone Creek Drive, Suite 120 Chanhassen, MN 55317 Dear W. Rosenlund: This letter is to formally notify you that on January 22, 2007, the City Council adopted the following motion: "The City Council approves the preliminary plat for Planning Case 07-03 for Fox Hill Subdivision for 3 lots with variances to allow a private street as shown on the plans dated received December 1, 2006, subject to the following conditions: 1. A minimum of two 21h -inch deciduous, overstory trees shall be required in the front yard of each lot. 2. No more than one-third of the required trees may be from any one species. 3. Tree preservation fence shall be installed at the edge of the grading limits around all trees proposed to be preserved prior to any grading. 4. Any trees proposed for preservation that are lost due to grading and construction activities will be replaced at a rate of 2:1 diameter inches. 5. The Storm Water Pollution Prevention Plan (SWPPP) shall be provided to the City so it can be reviewed by the Carver Soil and Water Conservation District. 6. The plans shall be revised to incorporate Chanhassen's standard details for erosion and sediment control, including 5300, 5301, 5302A and 5302D. In order to ensure that the proposed infiltration area functions properly, the contractor shall minimize the number of equipment trips across this part of the site. Additionally, the lightest equipment appropriate for the job shall be used. Once the infiltration area is graded, the easement area shall be fenced off so no further compaction occurs. The applicant may want to consider planting native shrubs, grasses and wildflowers within the infiltration area instead of sod to promote volume reduction through infiltration and evapotranspiration. 8. A stable emergency overflow (EOF) for the infiltration area shall be provided. The EOF could consist of riprap and geotextile fabric or a turf re -enforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. scxtweo The City of Chanhassen • A growing community with clean lakes, quality schools, a chaning downtown, thriving businesses, winding trails, and beautiful parks. A geal place to live, work, and play. Mr. Scott Rosenlund Fox Hill — Planning Case 07-03 January 24, 2007 Page 2 9. 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 Sloe 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. 10. The plans shall be revised to show a rock construction entrance (minimum 75 feet in length) off Fox Hollow Drive. The rock construction entrance shall be constructed in accordance with Chanhassen's Standard Detail 5301. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 11. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $8,450. 12. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Carver County, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. 13. Full park fees in lieu of parkland dedication and/or trail construction shall be collected in full at the rate in force upon final plat submission and approval. 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. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. d. Separate sewer and water services must be provided to each lot. e. Any existing wells and on-site sewage treatment systems on the site must be abandoned in accordance with State Law and City Code. Y y Mr. Scott Rosenlund Fox Hill — Planning Case 07-03 January 24, 2007 Page 3 15. Fire Marshal conditions: a. Add an additional fire hydrant at the intersection of Fox Hollow Drive and Fox Hollow Court. b. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. c. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota fire Code Section 501.4. d. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. e. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 16. All existing buildings, driveways and accessory structures must be removed before grading commences. 17. Submit calculations of storm sewer and NURP showing that the development meets the requirements of the City and the MPCA. Detem-iine the new HWL for the existing pond and show it on the plan along with the NWL. 18. The swales on the eastern side of Lot 2, between Lots 2 and 3, and the swale west of Lot 3 must have a 2% minimum slope. Also, the swales in the northwest comer of the house of Lot 1, back yard of Lot 2, and side yard of Lot 3 should be moved away from the foundations of the structures. Plantings shall be placed outside the swales to promote drainage. Add spot elevations at the building comers of Lot 1. 19. A valley gutter shall be installed at the intersection of Fox Hollow Drive and the private street to convey water through the intersection. Also, provide spot elevations on the curb to ensure curb line has a minimum slope of 0.5%. 20. The proposed storm line connecting to the existing storm sewer shows a bend without a structure. A structure will be required at all bends of storm sewer. Maintain 18 inches of separation between the sanitary sewer and drain tile. 21. On the Grading, Drainage and Erosion Control Plan, show: a) Private street and driveway grades shall not exceed 10%. Mr. Scott Rosenlund Fox Hill — Planning Case 07-03 January 24, 2007 Page 4 b) Ground (i.e. non -paved) surface grades shall not be less than 2%. c) Emergency overflow locations and elevations must be shown on the plan. d) Add bottom elevations to the retaining walls. 22. An easement is required from the appropriate property owner for any off-site grading 23. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 24. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 25. All sanitary sewer, watermain and storm sewer within this site shall be publicly owned and maintained. 26. The watermain extension from Fox Hollow Drive must be wet -tapped. Due to the alignment of the watermain in Fox Hollow Drive, it appears that this connection cannot be done under traffic. The sanitary sewer connection on Fox Hollow Drive connecting to an existing stub shall also be completed under traffic. 27. Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water, and storm sewer lines. The actual elevations of existing utilities shall be determined. 28. Install cleanout for the sewer service for Lot 2 due to length. 29. Each new lot is subject to the sanitary sewer and water hookup charges. The 2006 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 30. The utilities will need to be adjusted to allow a minimum of 10 feet horizontal separation between the easement and the proposed utilities. 31. A 10 -foot drainage and utility easement will be required for the front of Lots 2 and 3. 32. The private street entrance must connect to Fox Hollow drive at a 90 -degree angle. 33. Lot 3, Block 1, must maintain a 20 -foot side yard setback along the westerly property line. 34. The applicant shall file covenants concerning maintenance of the private street against all benefiting properties as required in section 18-57 (p) 2 of the city code. 35. The applicant shall provide signs or other markings identifying the common areas of the private street." Mr. Scott Rosenlund Fox Hill — Planning Case 07-03 January 24, 2007 Page 5 You must submit final plat documents at least four 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 feel free to contact me at 952.227.1134 or e-mail at sabaff@ci.chanhassen.mn.us. Sincerely, Sharmeen A]-Jaff Senior Planner Enclosure 9"\plan\2007 planning cases\07-03 fox hilllprelim. letter of approvalAoc ITEMS REQUIRED FOR FINAL PLAT CONSIDERATION The following items are required to be submitted a minimum of 30 days prior to City Council meeting and payment of a $250.00 final plat review fee: Submit three (3) sets of full size, 50 scale construction plans and specifications for staff review and redline. • Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water and storm sewer lines). The plan view must show all drainage and utility easements. • Grading and drainage plans shall show dwelling type and elevations, wetlands and wetland buffer areas, stormwater pond NWL and HAL, EOF and catch basin and storm manhole numbers. • 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. 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. Hydraulic calculations and drainage map for the storm sewer design. 4. Tree Preservation Easements (if applicable). 5. Trail Easements (if applicable). 6. Engineer's Cost Estimate of 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 h. Street lights & signs i. Engineering, surveying & inspection j. Landscaping 7. Five (5) sets (folded) of final plat, one (1) set of reductions (81/2" x 11"), and a digital copy in .tif format. 8. Digital copy of the legal description of the property in a .doc format. 9. Lot tabulations Failure to provide any of the above items by the required deadline will result in delaying consideration of final plat before the City Council. Updated 11-29-06 gAengVo=s\final plat submittal.doc 0-7-63 or, City Council Meeting - January 22, 2007 8. The developer shall provide in both their sales material and within the association covenants full disclosure about the Minnesota Landscape Arboretum location, use of electric fence, research operations, and agricultural operations including the spraying of trees. 9. The developer shall install signage on Lots 4 and 5, Block 2, and Outlots B and C warning of the electrical fence on the Minnesota Landscape Arboretum property." 10. The Dogwood Road roadway width shall be determined with the Final Plat. All voted in favor and the motion carried unanimously with a vote of 5 to 0. FOX HILL, 6570 CHANHASSEN ROAD, APPLICANT, 10 SPRING HOMES, INC.: REQUEST FOR SUBDIVISION OF PROPERTY INTO THREE (3) SINGLE FAMILY LOTS WITH VARIANCES. Public Present: Name Address Sheryl Deppa Charles R. & Mary Klingelhutz Scott Rosenlund 4920 Sparrow Road, Minnetonka 6570 Chanhassen Road 622 West 82°d Street, Chaska Kate Aanenson: Thank you Mayor, members of the council. This is a little less complex subdivision in the fact that it's 3 lots, although there's two actions required. One is a variance for a private street... and the subdivision itself. The subject site is located on 101, just south of Fox Hollow Drive. The council recently approved a subdivision ... 6 lots so this is, there's an existing home on the property right now. The same applicant is doing both projects. And just again to pass onto you the zoning in the area. The surrounding property actually is a PUD. The most recent Fox Den was given an RSF which does traditional single family lots so, as did this subject site. I just want to point that out because some of these lots actually behind are actually a little bit smaller in the PUD... Again, all of this area is guided low density, which all of the lots considered to meet the standard. So with the existing home on the site the applicant has to demonstrate that through the current ordinances you could get 3 lots, so this subdivision meets city ordinances with a public street. Fox Court. In reviewing this the staff felt that an increased, by putting a public street to handle those 3 lots, it increased the hard surface coverage and there were significantly more trees loss and because the cul-de-sac, such a short cul-de-sac would not provide access to ... there might be a more efficient way to serve ... this home currently has it's driveway on 101... again not the best layout. So in working with the applicant, we did want to make desired from the staff perspective, alternative... The one issue that was addressed at the Planning Commission and the staff also addressed is ... that large lot, basically an acre and a half. As pointed out in the staff report, if you take some of the hard surface, that area that's common, so the area that's common, driveway starts here. Again providing a back up here. The Planning Commission challenged staff if this is the best way to subdivide... private street, and what we've learned with a private street, it provides enough width and enough back up area so you're not backing into someone's private driveway so this is the common portion of the driveway... That's 34 SCANNED City Council Meeting - January 22, 2007 ,/ the common part of the street, using the private drive. So this lot, taking out the hard surface coverage is 18,000 square feet. This one is 19 and this one is 20 so again well in excess of the 15,000 minimum. The property is relatively flat so there's not going to be much grading required on the lot... should preserve most of the trees. It does meet all the setbacks for the variance itself will just be for the private drive. There was a request from some of the neighbors concerning the extraction of additional right-of-way on 101. There's a written opinion from the city attorney... regarding because it's on an officially mapped road that it's an appropriate extraction... The developer is providing additional dedication to match what currently is in place. One of the concerns was landscaping along the sight lines. That has been addressed. There's also a power line there so we can't place taller trees there but they will be putting berming and that provides the screening. Another issue was brought up was ... and that also has been addressed. ...similar homes across the street so we're anticipating similar size on these lots. So with that, if you turn to the conditions of approval which start on page 12. We are recommending approval of the variance for the private street and then subject... and I'd be happy to answer any questions that you'd have. Mayor Furlong: Thank you. Questions for staff. Councilman Litsey: I think I got most of mine answered and I appreciate it but I'm still struggling just a little bit with private versus public road there. The only one that comes to mind that might be a private road near there is off of Pleasant View. There's a dirt road. Is that right? Kate Aanenson: Yep, you're right and that's, that has quite a few more homes. The current ordinance only allows 4 homes off of a private drive. Councilman Litsey: Okay. Kate Aanenson: I'm not sure if that's unpaved. Councilman Litsey: That's unpaved yeah. Kate Aanenson: That's unpaved. Gosh, I'm not sure if it's 6. It's long. Much longer. It doesn't provide that turn around so. Councilman Litsey: Yeah, you've got... Kate Aanenson: Yeah, and that's what the Planning Commission challenged... the staff on that too. Why would you recommend a private street? We compared this one similar to the one that was recently done on Minnewashta. Minnewashta Parkway. There was an existing older home that was divided into 3 lots. The same sort of application here where you've got surrounding homes adjacent to it. It's less intrusive as far as putting that wider street in and it also provides that turn around so... There is a requirement for maintenance between the 3 property owners... Mayor Furlong: Are there any questions? Councilwoman Tjornhom. IF City Council Meeting - January 22, 2007 Councilwoman Tjornhom: I don't have a question with the development at all. I have a question regarding the widening of 101 and the trail. Can you give me a brief history? I was told at some point you know that the trail will be there, it's not ever going to be taken away or you know. I'm sorry, I probably opened up a can of worms I shouldn't be opening up. Kate Aanenson: No, no. No, actually it was a question at the Planning Commission... which they did talk about was 6 to 1 and especially, I think Commissioner McDonald approached it... Near Mountain and they talked about the discussion and I'll let Todd ... between the two counties. Hennepin and Carver and then Chanhassen and Eden Prairie and trying to get a resolution of the appropriate width and how... Todd Gerhardt: Well 101 north of Highway 5 is you know-acounty road right now, and there hasn't been a turn back agreement that has, where every government agency has agreed. I mean you've got Eden Prairie. You've got Chanhassen, Hennepin County, Carver County so to come to terms on a design for the road, 4 lanes, super 2, you know nobody could come to terms so with that the trail moved ahead and the trail is approximately about a million dollars and you know it's functioned in it's current capacity. Depending on trip generation in the future, but right now there's no plans for discussions on turn back or reconstruction of the road so the trail will stay in it's current alignment based on this development and I don't foresee anything in the near future of a turn back. Mayor Furlong: Okay, any other questions? Clarification on the access point for the private drive. Is that going to be directly opposite of Fox Drive? It looks like it on the picture there. just wanted to confirm. Kate Aanenson: Yeah, it's in a T. Mayor Furlong: Okay, thank you. Any other questions? Is the applicant here this evening? Is there any comments you'd like to make? You're welcome to come forward. Scott Rosenlund: No, not unless... Mayor Furlong: Okay, thank you. Any questions for the applicant? Follow up question I guess with regard to the private drive, and maybe this is a question for the applicant. You showed on there where the tum around would be. What's going to physically delineate between the private drive and the driveway to that house? Is it going to be different materials or is it going to be a single flowing asphalt? Kate Aanenson: I think that's a good point that we should, because it could technically be similar in width. Mayor Furlong: It might visually be a continuous flow and even if the property goes around that. Is there something. Kate Aanenson: I think we could somehow mark it, stake it. 36 City Council Meeting - January 22, 2007 Mayor Furlong: For both Lot, what is it 2 and 3. Kate Aanenson: Correct. This part is the common. Mayor Furlong: Right. Visually or through construction or something. Is that something that you've considered doing sir? Scott Rosenlund: Again my name is Scott Rosenlund. I'm with Ten Spring. Mayor Furlong: Good evening. Scott Rosenlund: Good evening. I don't think I've really thought exactly how to delineate between the two ... private road and the driveway. Maybe we could mark it with a yellow line. Kate Aanenson: I think there should be something. Mayor Furlong: It's been a problem that we've seen in the past with, even though neighbors may buy the property with all good intentions and believed understandings sometimes, it's not their s so. Maybe that's something you could work with staff on. Scott Rosenlund: Exactly. When you brought it up my first thought was maybe we should have delineation with maybe just a yellow marker. Maybe. Kate Aanenson: It would get paved over. I think I agree, somehow we've got to... Mayor Furlong: Something we don't have to decide here tonight but let's work on that. Roger Knutson: And Mayor, in the documentation creating the private street, well also want to make it very clear that they have, the neighbors have the right to make that back up movement there so we don't have any, anyone getting surprised when they buy that lot that someone's backing up and we don't have any fuss. Mayor Furlong: Is that distance, the back up distance, what's the length of that? Or check on that and make sure it's deep enough to handle a delivery truck. Scott Rosenlund: That was one of the requirements of, in the planning stage to make sure we actually had a diagram. I don't know if we have it here, but a certain sized truck, staff recommended, the engineers have to fit that truck. A certain radius and it was all engineered. Mayor Furlong: Okay. You're comfortable with that Kate? Kate Aanenson: Yeah. Just a point of clarification. I agree with what the city attorney said that we put it in a covenant... The variance is for the private street. Roger Knutson: It doesn't matter. The variance I would think would be the appropriate place. 37 y City Council Meeting - January 22, 2007 Kate Aanenson: Okay. Mayor Furlong: You're coming up with language Kate. Kate Aanenson: Clarification on the, I would say clarification of the common driveway, clarification of delineation. Mayor Furlong: That's something that can be worked out I think. Mr. Knutson's comment might need to be a condition of the variance. Kate Aanenson: Right. The other one would be that the agreement, maintenance agreement for... 1. Roger Knutson: The ownership of maintenance agreement would have to provide the right to make that back up movement. That movement. Mayor Furlong: Okay, thank you. Any other questions or comments? Discussion. Thoughts, comments. Seems pretty straight forward. Councilman Peterson: I think it is pretty straight forward. Mayor Furlong: Okay. We're good to go? Alright. Motion begins on page 12 of the staff report. 365 of the PDF file. Would somebody like to make the motion please, and then well want to insert the recommended condition under the variance. Is that correct? The motion for the variance. Just two motions? Kate Aanenson: Yeah, I think the city attorney felt... subdivision portion... Roger Knutson: Or the variance were tied together. Technically it's part of the variance. Mayor Furlong: Okay, same motion for the preliminary plat. Are there two motions? Kate Aanenson: Yes there are. One for the subdivision. Roger Knutson: And one for the variance. You can combine them in one motion if you choose. Mayor Furlong: Okay. Is there a motion? Councilwoman Tjomhom: Mr. Mayor, I'll make the motion. Mayor Furlong: Thank you. Councilwoman Tjomhom: I make a motion that we approve the preliminary plat for Planning Case 07-03 for Fox Hill Subdivision for 3 lots with variances to allow a private street as shown on the plans dated received December 1, 2006, subject to the following conditions 1 through 35. Okay, now where do I go from there? 92 City Council Meeting - January 22, 2007 Mayor Furlong: I don't see the single motion in the packet. Kate Aanenson: Yep, it'll be 35. Mayor Furlong: And what's 34? Kate Aanenson: 34 would be there'll be a delineation for the common portion of the property. Mayor Furlong: The delineation, okay. Which is the private drive. Kate Aanenson: Correct. And then 35 would be. Roger Knutson: Documentation of the right to, the turning movement or the tum around. Mayor Furlong: Documentation within the? Roger Knutson: Within the documents creating the private street. Mayor Furlong: Mr. Knutson reserves the right to revise and extend his remarks. Roger Knutson: I don't know what form of document it will be. I assume it will be an easement. Mayor Furlong: In the appropriate documentation. Ahight. So that's 1 through 35. That's your motion? Councilwoman Tjomhom: Exactly. That's what I was going to say. Mayor Furlong: I knew that. Is there a second? Councilman Peterson: Second. Mayor Furlong: Made and seconded. Any discussion? Councilwoman Tjornhom moved, Councilman Peterson seconded that the City Council approve the preliminary plat for Planning Case 07-03 for Fox Hill Subdivision for 3 lots with variances to allow a private street as shown on the plans dated Received December 1, 2006, subject to the following conditions: A minimum of two 21/2 -inch deciduous, overstory trees shall be required in the front yard of each lot. 2. No more than one-third of the required trees may be from any one species. 3. Tree preservation fence shall be installed at the edge of the grading limits around all trees proposed to be preserved prior to any grading. 39 Y City Council Meeting - January 22, 2007 4. Any trees proposed for preservation that are lost due to grading and construction activities will be replaced at a rate of 2:1 diameter inches. 5. The Storm Water Pollution Prevention Plan (SWPPP) shall be provided to the City so it can be reviewed by the Carver Soil and Water Conservation District. 6. The plans shall be revised to incorporate Chanhassen's standard details for erosion and sediment control, including 5300, 5301, 5302A and 5302D. In order to ensure that the proposed infiltration area functions properly, the contractor shall minimize the number of equipment trips across this part of the site. Additionally, the lightest equipment appropriate for the job shall be used. Once the infiltration area is graded, the easement area shall be fenced off so no further compaction occurs. The applicant may want to consider planting native shrubs, grasses and wildflowers within the infiltration area instead of sod to promote volume reduction through infiltration and evapotranspiration. 8. A stable emergency overflow (EOF) for the infiltration area shall be provided. The EOF could consist of riprap and geotextile fabric or a turf re -enforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. 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 SloW 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. 9. The plans shall be revised to show a rock construction entrance (minimum 75 feet in length) off Fox Hollow Drive. The rock construction entrance shall be constructed in accordance with Chanhassen's Standard Detail 5301. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 10. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $8,450. 11. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for 40 City Council Meeting - January 22, 2007 dewatering), Carver County, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. 12. Full park fees in lieu of parkland dedication and/or trail construction shall be collected in full at the rate in force upon final plat submission and approval. 13. 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. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. d. Separate sewer and water services must be provided to each lot. e. Any existing wells and on-site sewage treatment systems on the site must be abandoned in accordance with State Law and City Code. 14. Fire Marshal conditions: a. Add an additional fire hydrant at the intersection of Fox Hollow Drive and Fox Hollow Court. b. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. c. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota fire Code Section 501.4. d. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. e. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 15. All existing buildings, driveways and accessory structures must be removed before grading commences. 16. Submit calculations of storm sewer and NURP showing that the development meets the requirements of the City and the MPCA. Determine the new HWL for the existing pond and 41 City Council Meeting - January 22, 2007 show it on the plan along with the NWL. 17. The swales on the eastern side of Lot 2, between Lots 2 and 3, and the swale west of Lot 3 must have a 2% minimum slope. Also, the swales in the northwest corner of the house of Lot 1, back yard of Lot 2, and side yard of Lot 3 should be moved away from the foundations of the structures. Plantings shall be placed outside the swales to promote drainage. Add spot elevations at the building comers of Lot 1. 18. A valley gutter shall be installed at the intersection of Fox Hollow Drive and the private street to convey water through the intersection. Also, provide spot elevations on the curb to ensure curb line has a minimum slope of 0.5%. 19. The proposed storm line connecting to the existing storm sewer shows a bend without a structure. A structure will be required at all bends of storm sewer. Maintain 18 inches of separation between the sanitary sewer and drain tile. 20. On the Grading, Drainage and Erosion Control Plan, show: a) Private street and driveway grades shall not exceed 10%. b) Ground (i.e. non -paved) surface grades shall not be less than 2%. c) Emergency overflow locations and elevations must be shown on the plan. d) Add bottom elevations to the retaining walls. 21. An easement is required from the appropriate property owner for any off-site grading. 22. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 23. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 24. All sanitary sewer, watermain and storm sewer within this site shall be publicly owned and maintained. 25. The watermain extension from Fox Hollow Drive must be wet -tapped. Due to the alignment of the watermain in Fox Hollow Drive, it appears that this connection cannot be done under traffic. The sanitary sewer connection on Fox Hollow Drive connecting to an existing stub shall also be completed under traffic. 26. Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water, and storm sewer lines. The actual elevations of existing utilities shall be determined. 27. Install cleanout for the sewer service for Lot 2 due to length. 28. Each new lot is subject to the sanitary sewer and water hookup charges. The 2006 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and 42 City Council Meeting - January 22, 2007 watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 29. The utilities will need to be adjusted to allow a minimum of 10 feet horizontal separation between the easement and the proposed utilities. 30. A 10 -foot drainage and utility easement will be required for the front of Lots 2 and 3. 31. The private street entrance must connect to Fox Hollow drive at a 90 -degree angle. 32. Lot 3, Block 1, must maintain a 20 -foot side yard setback along the westerly property line. 33. The applicant shall file covenants concerning maintenance of the private street against all benefiting properties as required in section 18-57 (p) 2 of the city code. 34. The applicant shall provide signs or other markings identifying the common areas of the private street." All voted in favor and the motion carried unanimously with a vote of 5 to 0. COUNCIL PRESENTATIONS: Councilman Litsey: I have something. I don't know if it's best done under here or communications. We had in our packet. It has to deal with the communications. Todd Gerhardt: Correspondence. Councilman Utsey: Or correspondence. Mayor Furlong: Correspondence. Why don't you wait til we get there. Councilman Litsey: That'd be fine. Mayor Furlong: Any council presentations? If not then administrative presentations. ADMINISTRATIVE PRESENTATIONS: Todd Gerhardt: Nothing to add. Look forward to getting our goals established here later on. Mayor Furlong: Thank you. Any questions for Mr. Gerhardt? None. CORRESPONDENCE DISCUSSION. Councilman Litsey: We had in our packet a communication from a Julie Odenbach about the Dodge Charger and she was dissatisfied with the city's role in that. When I got it I didn't have a 43 Planning b Natural Resources MEMORANDUM Phone: 952.227.1130 TO: Todd Gerhardt, City Manager CITY OF FROM: Sharmeen Al-Jaff, Senior Planner CHMSEN DATE: January 22, 2007 06GJ 7700 Market Boulevard expansion of Highway 101. Staff requested a written opinion from the City PO Boz 147 SUBJ: Preliminary Plat to Subdivide property into 3 single-family lots Chanhassen, Chanhassen, MN 55317 with a Variance to allow a private street — FOX HILL Administration SUBDIVISION — Planning Case 07-03 Phone. 952 2271100 RECOMMENDATION Fax: 952 227.1110 EXECUTIVE SUMMARY Building Inspections Staff recommends adoption of the motion approving the preliminary plat with a Phone: 952.2271180 The applicant is requesting Preliminary Plat approval to subdivide 1.69 acres into 3 Fax: 952.227.1190 single-family lots, and a variance to allow a private street, Fox Hill Subdivision. Engineering The site is zoned Single Family Residential, RSF. Phone: 952.227.1160 Fax: 952 227.1170 ACTION REQUIRED Finance Phone: 952.227.1140 City Council approval requires a majority vote of City Council present. Fax: 952.227.1110 Park a Recreation PLANNING COMMISSION SUMMARY Phone: 952227.1120 Fax: 952.227.1110 The Planning Commission held a public hearing on January 2, 2007 to review the Recreation Center proposed development. The Planning Commission voted 6-1 to approve the 2310 Coulter Boulevard ro sed development. The summary and verbatim minutes are item la of the City Fax:952.2271404 Council packet. Planning b Natural Resources HIGHWAY 101 RIGHT-OF-WAY Phone: 952.227.1130 Fax:952.227.1110 Staff received an e-mail and a letter from a neighboring property owner requesting the City acquire additional right-of-way for the potential future Public Woft 1591 Park Road expansion of Highway 101. Staff requested a written opinion from the City Phone:952227.130o Attorney addressing this issue (Attachment 1). The City does not have the Fax: 952.227.1310 authority to take additional right-of-way. Senior Center Phone: 952.2271125 RECOMMENDATION Fax. 952.227.1110 Web She Staff recommends adoption of the motion approving the preliminary plat with a www.ci.chanhassennn.us variance as specified in the staff report dated January 2, 2007. ATTACHMENTS 1. Memo from Roger Knutson, City Attorney dated January 2, 2007. 2. Letter and e-mails from Jeff Hall dated December 23 and 28, 2006. 3. Letter from Jason Ashline to Jerry McDonald dated December 26, 2006. 4. Staff Report dated January 2, 2007. gAplan\2007 planning cases\07-03 fox I ill\executive summary.doc BCANNeo 6 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. CAMPBELL KNUTSON Professional Association Direct Dial: (651)134-6215 E-mailAddress: rknuison@ck-law.com RECEIVED JAN 4 - 2007 CITY OF CHANHASSEN Thomas]. Campbell January 2, 2007 Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. jamnik Ms. Sharmeen Al-Jaff Andrea McDowell Poch], City of Chanhassen Matthew K. Brokl' 7700 Market Boulevard John F. Kelly P.O. Box 147 Soren M. Mattick Chanhassen, Minnesota 55317 Henry A. Schaeffer, III Alina Schwartz RE: DEDICATION OF BIGHT -OF -WAY FOR HIGHWAY 101 Craig R. McDowell Marguerite M. McCarron (FOX HILL DEVELOPMENT) ' Also Licensed in Wisconsin Dear Sharmeen: You asked for my opinion on comments made by a resident in conjunction with the proposed Fox Hill development. The resident believes the City should require the dedication of land for the potential future widening of Highway 101. According to his email "the City can require whatever it wants of a property owner." I disagree. There are both constitutional and statutory restraints on what the City may require subdividers to dedicate to the City. Minn. Stat. § 462.358, Subd. 2b and 2c provide in part: Subd. 2b. Dedication. (a) The regulations may require that a reasonable portion of the buildable land, as defined by municipal ordinance, of any proposed subdivision be dedicated to the public or preserved for public use as streets. xxx Subd. 2c. Nexus. (a) There must be an essential nexus between the fees or dedication imposed under subdivision 2b and the municipal purpose sought to be achieved by the fee or dedication. The fee or dedication must bear a rough proportionality to the need created by the proposed subdivision or development. 1380 Corporate Center Cur c Suite 317 ' Eagan, MN 55121 The court in Collis v. Bloomington, 246 N. W.2d 19 (19 76) construed the "reasonable" 651-452-5000 requirement as follows; Fu 651-452-5550 www.ck-law.com Ms. Sharmeen Al-Jaff City of Chanhassen January 2, 2007 Page 2 A "reasonable portion" is construed to mean that portion of land which the evidence reasonably establishes the municipality will need to acquire for the purposes stated as a result of approval of the subdivision. This is, of necessity, a facts -and -circumstances test, but it is the only kind of test that will consider the myriad offactors which may bear on a municipality's needsfor certain kinds of facilities and the relationship of a particular subdivision to those needs. Subsequently, in Middlemist v. City of Plymouth, 3897N.W.2d 190 (1986) the court held: Some uses, such as freeways, major arterial highways or area -wide sports facilities, may have such a negligible relation to local development that dedication may not, as a matter of law, be required of a particular subdivider. The proposed County Road 9, however, as a "minor arterial road, " is designed primarily to serve short, local trips. Thus, although not attributable to the Middlemist addition alone, the need for the road may have a sufficient relation to local development, of which Middlemist's development is a part, to support a dedication requirement. The United States Supreme Court has also weighed in on the subject, limiting the City's right to required dedication of land, Nollan v. California, 483 U.S. 825 (1987) (requiring that there is a substantial nexus between the development condition imposed and some particular problem or need generated by the particular development); Dolan v. Tigaard, 512 U.S. 374 (1994) (holding that a dedication must represent only the fair share of the problem addressed by the dedication). The City cannot require the dedication of land for the future widening of Highway 101 unless there is a nexus or rough proportionality between the need for the widened highway and the demand placed on the highway by the development and other local development in the vicinity. Although this is a factual question, it does not seem likely that the required nexus exists. Regards, CAMPBELL TSCI • Pales ' Association er . Knutson RNK:srn December 23, 2006 Planning Commission City Of Chanhassen 7700 Market Boulevard Chanhassen, Minnesota 55317-8363 RE: Proposed Subdivision of 6570 Chanhassen Road Members of the Planning Commission: This letter is to document my concerns regarding the proposed subdivision of the property located at 6570 Chanhassen Road. Based on the past decision of the Planning Commission regarding the layout of the Fox Drive development across the street from 6570 Chanhassen Road, it has become apparent that the Commission is not considering the future of Highway 101 under the mistaken belief that the existing road will always be a two lane highway. It is not a question of if Highway 101 will be widened; it is a question of when it will be widened. It is the duty of the Commission to consider the necessary offsets for the future Highway 101 when considering development along Highway 101 regardless of the timeframe of that project. In the case of the Fox Drive development, the two southern most homes built on Highway 101 will lose significant amounts of their backyards when Highway 101 is widened. I think the Commission did these homeowners a grave disservice by not considering the future Highway 101 and that this disservice will come back to haunt the City in the future. Now the Commission is considering a similar subdivision of the property at 6570 Chanhassen Road. In reviewing the proposed subdivision plans, it appears that the proposed development is using a 45' offset from the centerline of Highway 101 which would be acceptable for a two lane road. However, when Highway 101 is widened, this proposed 45' offset will be inadequate. Any home built on the middle property would likely be condemned by the State and removed in order for the widening of Highway 101 to be completed. This proposal does not keep the future in mind. I urge the commission to consider the future and direct the developer to come up with a plan that considers the future of Highway 101 as a four lane thoroughfare with center turn lanes. While this may not be the resulting configuration of Highway 101, it is much better to plan for the worse case scenario now versus having an almost new home condemned for the widening of a road later on. Sincerely, rey B. Ha 41 Fox ollow Drive Chanhassen, Minnesota 55317-9256 952 934 8981 jbha1156@mchsi.com AI-Jaff, Sharmeen From: Jeff Hall Ubha1156@mchsi.com] Sent: Thursday, December 28, 2006 11:09 AM To: AI-Jaff, Sharmeen Subject: Re: Comment On The Proposed Fox Hill Development Mr. Al-Jaff: I beg your pardon, but the City can require whatever it wants of a property owner. For 20 + years, the Cities of Minnetonka and Eden Prairie set aside a right of way for the widening of Townline Road from Highway 4 to Highway 101, so don't tell me that a City cannot plan ahead and set aside right of way. That is what we expect our Planning Commission to do, think beyond the current timeframe and plan for the future, hence the word "Planning" in the name.. Regardless of whether or not MnDOT comments, the City is well aware of MnDOT's desire to widen Highway 101. Just because the widening isn't on MnDOT's project calendar yet and doesn't comment on any plans, doesn't mean that the Planning Commission and City are not obligated to be thinking ahead to the future. It is NOT a question of IF, it's a question of when. And the last thing anyone wants, is 5, 10 or even 20 years down the road, telling a homeowner that the State now wants their home so that they can widen a road. And how many homeowners research their home to make sure that such a problem will not occur? Very few. But that's the whole point, people expect others to think about such things and not have to worry about them. After all, why would a City allow someone to build on a property when they knew that the road would ultimately be widened and take their backyard or even their home? The City already knows that MnDOT has projected that a minimum of four to six houses will have to be removed with any Highway 101 widening, so why not pack a few more in so that the price of the project can go up exponentially? Is the rationale here that, if it costs too much, MnDOT won't widen the road? If that's the case, I think you're barking up the wrong tree. Based on your comments, it's apparently more important for Planning Commission to live in the moment rather than plan ahead. So, pack the right of way full of houses so that the City can be sued in the future for mismanagement when Highway 101 is finally widened and all of these upper -bracket homes the Planning Commission is approving can be torn down for the right of way. Oh yes, and make sure that the citizens of Minnesota are required to pay for all of the additional homes that have to be torn down in the name of the City's short sidedness. Sincerely, Jeff Hall ----- Original Message ----- From: "Al-Jaff, Sharmeen' <saljaff@ci.chanhassen_mn.us> To: <jbhall56@mchsi.com> Sent: Thursday, December 28, 2006 9:19 AM Subject: FW: Comment On The Proposed Fox Hill Development Dear Mr. Hall, I forwarded your letter to the Planning Commission. Staff sent a referral to MnDOT with complete sets of plans. No comments were made regarding the future widening of Highway 101. Furthermore, the City has no authority to extract Highway -Right -of Way. Sincerely, Sharmeen Al-Jaff Senior Planner 1 952-227-1134 -----Original Message ----- From: Jeff Hall [mailto:jbhall56@mchsi.com] Sent: Thursday, December 28, 2006 6:41 AM To: Al-Jaff, Sharmeen Subject: Comment On The Proposed Fox Hill Development Mr. Al-Jaff: Attached, please find my written comments regarding the proposed subdivision of the property at 6570 Chanhassen Road also ]mown as Fox Hill. Please add these comments to the public record regarding this zoning change. If you or the Planning Commission have any questions or concerns, please feel free to contact me. Jeff Hall 41 Fox Hollow Drive Chanhassen, MN 55317-9256 952 934 8981 - home 612 719 4340 - mobile/pager jbhall56@mchsi.com K RECEIVED DEC 2 7 2006 CITY OF CHANHASSEN December 26, 2006 Mr. Jerry McDonald Chairman City of Chanhassen Planning Commission PO Box 147 Chanhassen, MN 55317 Re: Fox Hill — Proposed Development Dear Mr. McDonald: On January 2, 2007, a Public Hearing will be held to discuss the proposed Fox Hill Development. The Commission should examine very closely the track record of the developer Scott Rosenlund and his contractors before making a decision on the viability of this project. The Commission should also examine closely the condition of Highway 101 North as the potential future overhaul of this highway may severely impact the proposed development site. Mr. Rosenlund was the developer on the Fox Den project. This developer violated several terns and conditions of the Development Contract he signed with the City of Chanhassen on the Fox Den project. On at least two separate occasions, the City of Chanhassen cited and fined developer Scott Rosentund and Fox Den Development, LLC over working and construction hour violations (see copies of $500 & $1000 invoices for fines levied). Mr. Rosenlund, and his contractors DSV Construction, Inc., DirtWerx, R&G Trucking, & Mid Static Reclamation, have shown an utter disregard for upholding certain provisions of the Contract he signed with the City. Although the Contract provides for penalties if certain violations occur, the Contract does not merely exist so that it may allow a developer and his contractors to test the limits of it, or to knowingly disregard the provisions of it The Contract exists as a set of mutually agreed upon principles and conditions that parties sign to faithfully uphold. I find it ironic that the City would continue to do business with Mr. Rosenlund. SCANNED Finally, in 2000, The City of Chanhassen decided not to go ahead at the current time with a reconstruction, expansion and widening of Route 101 North. There was much public discussion. This busy collector road is in desperate need of widening, repaving, and leveling. This road lacks appropriate shoulders, tum lane space, and the lack of visibility in certain areas inhibits safe driving. Although there may not be any major improvement projects planned on this road in the short term. In the medium to long term there will probably be a need to overhaul it. The City needs to recognize that by allowing the Fox Den and Fox Hill projects to go through, that in the future, the State of Minnesota, by Eminent Domain, may take some of the land of the proposed and built homes for the sake of public use. Good planning on the City level needs to take this scenario into consideration when weighing proposed developments along 101 North. Respectfully Submitted, anon Ashline Chanhassen, Minnesota CITY OF CHA NSEN 77CC Ma.lel Boukwa d FC Box 147 w rte, MN 55.,17 Mmfawndma Ft ra 952227.1100 Fac 952227.1110 116114INglesiorcilm Ptnoe %2.W 1180 Fax 952227' 190 Ea9inaering Prone: 9527171160 Pu %Z227.11T% Raaaee Fivne: X7.1140 Fac 99-227.1110 Part 6 Neaeafleo RMT=.1120 Far 952727.1110 Recreation Corey 2310 Coulter Boulevard Fkne: 952.227.1400 Fax: V2227.1404 Plaoain 8 011W Reaoueas P*K W--.1130 Fat 952717.1110 Pak 1Pat►s 1`.St Par nm Plwar952227.i.;W Fax: 952227.131C Senior Center Phone: 952.227.1125 Far. %2.227.1110 Web Site wwwra.chanhassen nr. us Invoice o hi To: SCOTT ROSENLUND FOX DEN DEVELOPMENT, LLC 622 W. 82 STREET CHASKA, MN 55318 DESCRIPTION OF WORK AMOUNT CONSTRUCTION HOURS VIOLATION PENALTY — FOX DEN $500.00 TOTAL DUE $`0.00 Make ori checks payable to. City of Chanhassen If you have any questions concerning this invoice, call: (952) 227-1160. THANK YOU FOR YOUR BUSINESS! Tie City of Clnakassen • A growing community, with clean lakes, qualily schools, a :Hanning Cmxfown, Is iving businesses, Grinding trials, and heaulitil parks. A great pbce to live, work, and play. 7700 Market Baulewd POOH 1.47 Chanha m'Mp55317 Adeaientra6o1 Phane:9527T7.1100 ter. 952.777.11 0 Beildkng Impacbene Ph".. 952717.1180 Fac 952.227.1195 Engine p Phone: 952227.1160 Fax 952227.1170 Fiance PhweSi2 MA 140 Fat: 952227.1110 Park 8 Ilerratlon F'none 9217.1TL8 Far. 951721.1IV %milim Career 2319,r'w � 9arderea Rane:952227.1400 Fats 952717.1404 Planing 8 kaAnal Heawacea mm. 95L9T.IIx =0:952.227.11'0 Peblic Wako 1591F . Ruab ftw, %2227.1300 Fac 952.227.1310 Senior tnmr Prone: 952TA.1125 Fac 952217.'110 WK she We.d.dedesmanrms Invoice To: hi To: SCOTT ROSENLUND FOX DEN DEVELOPMENT, LLC 622 W. 8:ru STREET CHASKA, MN 55318 Make a" checks payable to: City at Chanhassen If you have any questions conceming this invoice, cap: (952) 227-1160. THANK YOU FOR YOUR BUSINESSI The CBy N Chaakann • A growing community with clean Ekes, quality sdoels, a chamnS dow amo, Oriving businesses, winding trails, and Ieadful parks. A gem Phu to lire, nark, and play. z Et CITY OF CHANHASSEN STAFF REPORT PC DATE: January 2, 2007 F CC DATE: January 22, 2007 REVIEW DEADLINE: January 30, 2007 CASE #: 07-03 BY: Al-Jaff, et al PROPOSAL: Preliminary Plat to Subdivide property into 3 single-family lots with a Variance to allow a private street — FOX HILL SUBDIVISION LOCATION: West of Chanhassen Road (Highway 101) and south of Fox Ho*clow Drive (6570 Chanhassen Road) APPLICANT: 10 Spring Homes, Inc. 7925 Stone Creek Drive, Suite 120 Chanhassen, MN 55317 (952)215-8535 scott@10spring.com PRESENT ZONING: RSF, Single Family Residential District 2020 LAND USE PLAN: Residential Low Density (Net Density 1.2 — 4.0 units per acre) ACREAGE: 1.69 acres DENSITY: 1.77 Units per Acre Gross - 2.19 Units per Acre Net SUMMARY OF REQUEST: Subdivision of 1.69 acres into 3 single-family lots, and a variance to allow a private street. 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. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 2 of 16 PROPOSAL/SUMMARY The applicant is proposing to subdivide 1.69 acres into 3 single-family lots. The property is zoned RSF, Single Family Residential District. The site is located at the southwest comer of the intersection of Fox Hollow Drive and Chanhassen Road (Highway 10 1) and contains a single- family home that is proposed to be demolished. Access to the site is proposed off of a private street. All lots meet the minimum lot area, width and depth requirements of the zoning ordinance with an average lot area of 20,183 square feet (these are lots served by a private street and the area of the private street is excluded from the overall lot area). City Code requires a variance to allow a private street. Staff is recommending approval of the variance to eliminate access to Highway 101. This issue is discussed in detail later in the report. Staff is recommending approval of the subdivision with variances with conditions outlined in the staff report. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 3 of 16 PRELIMINARY PLAT The applicant is proposing to subdivide a 1.69 acre site into 3 single-family lots. The density of the proposed subdivision is 1.77 units per acre gross and 2.19 units per acre net. All lots exceed the minimum 15,000 square feet of area, with an average lot size of 20,183 square feet. All proposed lots meet the minimum width and depth requirements of the Zoning Ordinance. The lots are proposed to be served via a private street. The City Code requires a 30 -foot front yard setback for lots served by private streets. The front yard is the lot line nearest the public right-of-way that provides access to the parcel. As such, the front lot line is the northerly property line on all three lots. Also, all three lots have frontage on Highway 101. Consequently, these lots are considered comer lots and must maintain a 30 -foot setback along the easterly property line as well. All remaining setbacks are 10 feet as they are side yard setbacks. Staff is recommending that Lot 3 maintain a 20 -foot side yard setback along the westerly property line to provide additional buffer for the property to the west. The City may require an increase in a setback when a parcel is served by a private street (Sectionl8-57 Streets p-6). Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. WETLANDS No wetlands exist on site. EROSION AND SEDIMENT CONTROL A NPDES Phase II Construction Site Stone Water Permit will be required from the Minnesota Pollution Control Agency (MPCA) for this site. A Storm Water Pollution Prevention Plan (SWPPP) will be required in conjunction with this application. The SWPPP should be provided to the City so it can be reviewed by the Carver Soil and Water Conservation District. The plans should be revised to incorporate Chanhassen's standard details for erosion and sediment control, including 5300, 5301, 5302A and 5302D. In order to ensure that the proposed infiltration area functions properly, the contractor should minimize the number of equipment trips across this part of the site. Additionally, the lightest equipment appropriate for the job should be used. Once the infiltration area is graded, the easement area should be fenced off so no further compaction occurs. The applicant may want to consider planting native shrubs, grasses and wildflowers within the infiltration area instead of sod to promote volume reduction through infiltration and evapotranspiration. A stable emergency overflow (EOF) for the infiltration area should be provided. The EOF could consist of riprap and geotextile fabric or a turf re -enforcement mat (a permanent erosion control blanket). A typical detail should be included in the plan. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 4 of 16 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: Tvne 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. The plans should be revised to show a rock construction entrance (minimum 75 feet in length) off Fox Hollow Drive. The rock construction entrance should be constructed in accordance with Chanhassen's Standard Detail 5301. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. SURFACE WATER MANAGEMENT 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 $1,900/acre. Based on the proposed developed area of approximately 1.69 acres, the water quality fees associated with this project are $3,211. The SWMP has established a connection charge for the different land uses based on an average city wide 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 $3,100 per developable acre. This results in a water quantity fee of approximately $5,239 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 $8,450. OTHER AGENCIES The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase H Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Carver County, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 5 of 16 GRADING AND DRAINAGE The 1.7 acre site is bordered by Fox Hollow Drive to the north, State Highway 101 to the East and Fox Hollow Subdivision to the south and west. There is an existing house, two accessory structures, and a gravel drive on the site; all of these must be removed before site grading commences. The high point of the site divides the site into two main pieces. Approximately 60 percent of the drainage drains to the new low area in the southeast corner of the site. The remaining 40 percent drains through a series of catch basins and enters an existing pond north of Fox Hollow Drive. A summary of the hydrology calculations is shown on the plans. A report showing the calculations of the storm sewer and NURP will need to be provided to ensure that they meet the requirements of the City and the MPCA. The swales on the eastern side of Lot 2, between Lots 2 and 3, and the swale west of Lot 3 appears flat. A minimum slope of two percent is required for drainage. Also, the swale in the northwest corner of the house of Lot 1, back yard of Lot 2, and side yard of Lot 3 are near the foundations of the structure. These swales should not direct water toward the foundation. Plantings shall be placed outside of swales to promote drainage. Spot elevations shall be added at the building corners of Lot 1 to ensure drainage. A valley gutter should be installed at the intersection of the private drive and Fox Hollow Drive to convey water through the intersection. The developer's engineer shall also provide spot elevations around the intersection to ensure that the curb line has a minimum of 0.5% slope. The infiltration basin outlet shall be directed east of the berm of Lot 6, Block 5 of Fox Hollow. This will allow the storm water to enter the drainage ditch along Highway 101. The proposed storm line connecting to the existing system shows a bend without a structure. A structure will be required at all bends of storm sewer. Also a separation of 18" shall be maintained between the sanitary sewer and drain tile. Private street and individual driveway grades shall not exceed 10%. Ground (i.e. non -paved) surface grades shall not be less than 2%. Emergency overflow locations and elevations must be shown on the plan. An easement is required from the appropriate property owner for any off-site grading. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 6of16 RETAINING WALLS The proposed retaining walls are as follows: Location Length (approximate) Maximum Height (approximate) Along the driveway of lot 1 100 feet 4 feet Rear yard of lot 1 25 feet 4 feet Along the west side of the drive of lot 3 25 feet 4 feet Elevations shall be added to the bottom of retaining walls to confirm actual height. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. UTILITIES The developer proposes to extend lateral sanitary sewer, watermain and storm sewer within the development. All utilities within this site shall be publicly owned and maintained. Proposed watermain will extend from the existing watermain within Fox Hollow Drive. The proposed watermain will terminate at the hydrant of Lot 3 having a total length of 270LF. Due to the alignment of the watermain off of Fox Hollow Drive, it appears that the connection cannot take place under traffic. The connection on Fox Hollow Drive must be wet -tapped. Sanitary sewer for this development will extend off of Fox Hollow Drive. A stub was provided during the Fox Hollow Subdivision which should allow this connection to be completed under traffic. Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water, and storm lines). Actual elevations of existing utilities shall be verified for accuracy. A cleanout for the sanitary sewer service will be needed for Lot 2 because of the length. Each new lot is subject to the sanitary sewer and water hookup charges. The 2007 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. The developer will be responsible for extending lateral sewer and water service to the lots; therefore, the sanitary sewer and water connection charges will be waived. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also 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. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 7 of 16 regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, Watershed District and MnDOT. EASEMENTS A combined easement has been provided for utility and driveway connections. The utilities in this easement will need to be adjusted to ensure that there is a minimum of 10 feet horizontal separation between the easement and the proposed utilities. The front of Lots 2 and 3 require a 10 -foot drainage and utility easement. STREETS Access to the site will be a private street off of Fox Hollow Drive. The private street must connect to Fox Hollow Drive at a 90 -degree angle. The developer has provided plans showing the street as both private and public. Staff supports the variance for the private street for the following reasons: Less than four houses will be served by this street; Less hard surface coverage will be generated with the private street. A public street has a width of 31 feet while a private street is 20 feet wide. • Existing trees will be saved with a private street. The private street within the development will be privately owned and maintained. The street must be built to a 7 -ton design, paved to a width of 20 feet, and utilize a maximum grade of 10 percent. The fire marshal reviewed the proposed turnaround and finds it acceptable. Upon completion of the private street, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. PARKS AND TRAILS PARKS This property is located within the neighborhood park service area for North Lotus Lake Park. Future residents of Fox Hill will have convenient access to the park from Fox Hollow Drive. North Lotus Lake Park is 19.8 acres in size and features a playground, picnic shelter, trails, hockey rink, skating rink, seasonal shelter, tennis/basketball court, and a ball field. Ample off-street parking is available at the park. Many amenities at the park have been updated within the past few years. No additional parkland acquisition is being recommended as a condition of this subdivision. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 8 of 16 TRAILS The subject site has direct access to the Highway 101 North pedestrian trail. Upon development, all three homes will abut Highway 101 and the pedestrian trail located on the west side of the highway. No additional trail construction is being recommended as a condition of this subdivision. TREE PRESERVATION/LANDSCAPING Canopy coverage and preservation calculations have not been submitted for the Fox Hill development. Staff has calculated the following coverages: Total upland area (including outlots) 73,700 SF Total canopy area (excluding wetlands) 13,000 SF Baseline canopy coverage 17% Minimum canopy coverage allowed 25% or 18,425 SF Proposed tree preservation 13% or 10,000 SF The developer does not meet minimum canopy coverage allowed; therefore, the difference between the baseline and proposed tree preservation is multiplied by 1.2 to calculate the required replacement plantings. Difference in canopy coverage 3,000 SF Multiplier 1.2 Total replacement 3,600 SF Difference in canopy coverage 5,425 SF Total number of trees to be planted 8 The total number of trees required for the development is 8. The applicant has proposed a total of 8 deciduous, overstory trees and 64 evergreens and 25 ornamentals within buffer yards. No more than one-third of the trees may be from any one species. All of the evergreens are proposed to be of one species. A revised landscape plan showing a variety of evergreens will be required prior to final approval. The subdivision is also required to have bufferyard plantings along Highway 101. Requirements are as follows: Location Required Proposed Hwy. 101 — bufferyard B 6 overstory trees I 0 overstory trees — 20' width 10 understory trees 26 understory trees 330' length 16 shrubs Berm on lots 1 & 2 The applicant generally meets the minimum requirements for bufferyard planting along Highway 101 by planting the overall total of over and understory trees and adding a berm. The applicant is proposing to save many of the existing trees on site. Staff recommends that all trees be thoroughly protected by installing fencing around all groups. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 9of16 COMPLIANCE WITH ORDINANCE - RSF DISTRICT Lot Lot Lot Home Area Width Depth Setback Ordinance 15,000 100' 125' 30' front/rear 10' sides BLOCK 1 Lot 1 18,067 115' 260' 30'/NA 10' Lot 2 19,372 115' 260' 30'/NA 10' Lot 3 23,112 115' 260' 30'/NA 20' SUBDIVISION - FINDINGS The proposed subdivision is consistent with the zoning ordinance; Finding: The subdivision meets all the requirements of the RSF, Residential Single Family District and the zoning ordinance if the private street 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; 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. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 10 of 16 6. The proposed subdivision will not conflict with easements of record. Findine: The proposed subdivision will not conflict with existing easements, but rather will expand and provide all necessary easements. 7. 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. (s) Private streets serving up to four lots may be permitted in the A2, RR, RSF, R4 and RLM (when less than four units per acre) districts 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. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 11 of 16 Staff reviewed the two possible plat layouts for the site and considered individual driveways off of Fox Hollow. Staff believes that the best option from a safety and environmental standpoint is the private street option. The option of all the lots accessing directly from Fox Hollow with three separate driveways is not recommended from a safety standpoint. Each of the separate accesses creates a potential conflict point with traffic on Fox Hollow Drive, adjacent to a collector street. The second option of a public street and cul-de-sac serving the parcel requires additional grading of the site. The final option of a private street serving three lots is the most environmentally friendly with minimal tree removal. It removes the existing access off of Highway 101 and allows the site to develop. 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: ' LOT L • i Mme' I I.f1T 2 !"I., r LOTS i ' Staff reviewed the two possible plat layouts for the site and considered individual driveways off of Fox Hollow. Staff believes that the best option from a safety and environmental standpoint is the private street option. The option of all the lots accessing directly from Fox Hollow with three separate driveways is not recommended from a safety standpoint. Each of the separate accesses creates a potential conflict point with traffic on Fox Hollow Drive, adjacent to a collector street. The second option of a public street and cul-de-sac serving the parcel requires additional grading of the site. The final option of a private street serving three lots is the most environmentally friendly with minimal tree removal. It removes the existing access off of Highway 101 and allows the site to develop. 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: Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 12 of 16 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 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. Current access is gained off of Highway 101. They proposed layout will eliminate this access point and redirect it to the private street. 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. This option will minimize grading and tree removal as well as provide less potential conflict with vehicles on Highway 101. The applicant's request is reasonable. Staff is recommending approval of this request. RECOMMENDATION Staff recommends the City Council adopt the following motion: "The City Council approves the preliminary plat for Planning Case 07-03 for Fox Hill Subdivision for 3 lots with variances to allow a private street as shown on the plans dated received December 1, 2006, subject to the following conditions: A minimum of two T/2 -inch deciduous, overstory trees shall be required in the front yard of each lot. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 13 of 16 2. No more than one-third of the required trees may be from any one species 3. Tree preservation fence shall be installed at the edge of the grading limits around all trees proposed to be preserved prior to any grading. 4. Any trees proposed for preservation that are lost due to grading and construction activities will be replaced at a rate of 2:1 diameter inches. 5. The Storm Water Pollution Prevention Plan (SWPPP) shall be provided to the City so it can be reviewed by the Carver Soil and Water Conservation District. 6. The plans shall be revised to incorporate Chanhassen's standard details for erosion and sediment control, including 5300, 5301, 5302A and 5302D. 7. In order to ensure that the proposed infiltration area functions properly, the contractor shall minimize the number of equipment trips across this part of the site. Additionally, the lightest equipment appropriate for the job shall be used. Once the infiltration area is graded, the easement area shall be fenced off so no further compaction occurs. The applicant may want to consider planting native shrubs, grasses and wildflowers within the infiltration area instead of sod to promote volume reduction through infiltration and evapotranspiration. 8. A stable emergency overflow (EOF) for the infiltration area shall be provided. The EOF could consist of riprap and geotextile fabric or a turf re -enforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. 9. 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: Tyne 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. 10. The plans shall be revised to show a rock construction entrance (minimum 75 feet in length) off Fox Hollow Drive. The rock construction entrance shall be constructed in accordance with Chanhassen's Standard Detail 5301. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 11. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $8,450. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 14 of 16 12. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Carver County, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. 13. Full park fees in lieu of parkland dedication and/or trail construction shall be collected in full at the rate in force upon final plat submission and approval. 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. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. d. Separate sewer and water services must be provided to each lot. e. Any existing wells and on-site sewage treatment systems on the site must be abandoned in accordance with State Law and City Code. 15. Fire Marshal conditions: a. Add an additional fire hydrant at the intersection of Fox Hollow Drive and Fox Hollow Court. b. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. c. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota fire Code Section 501.4. d. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. e. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 15 of 16 16. All existing buildings, driveways and accessory structures must be removed before grading commences. 17. Submit calculations of storm sewer and NURP showing that the development meets the requirements of the City and the MPCA. Determine the new HWL for the existing pond and show it on the plan along with the NWL. 18. The swales on the eastern side of Lot 2, between Lots 2 and 3, and the swale west of Lot 3 must have a 2% minimum slope. Also, the swales in the northwest corner of the house of Lot 1, back yard of Lot 2, and side yard of Lot 3 should be moved away from the foundations of the structures. Plantings shall be placed outside the swales to promote drainage. Add spot elevations at the building comers of Lot 1. 19. A valley gutter shall be installed at the intersection of Fox Hollow Drive and the private street to convey water through the intersection. Also, provide spot elevations on the curb to ensure curb line has a minimum slope of 0.5%. 20. The proposed storm line connecting to the existing storm sewer shows a bend without a structure. A structure will be required at all bends of storm sewer. Maintain 18 inches of separation between the sanitary sewer and drain tile. 21. On the Grading, Drainage and Erosion Control Plan, show: a) Private street and driveway grades shall not exceed 10%. b) Ground (i.e. non -paved) surface grades shall not be less than 2%. c) Emergency overflow locations and elevations must be shown on the plan. d) Add bottom elevations to the retaining walls. 22. An easement is required from the appropriate property owner for any off-site grading. 23. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 24. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 25. All sanitary sewer, watermain and storm sewer within this site shall be publicly owned and maintained. 26. The watermain extension from Fox Hollow Drive must be wet -tapped. Due to the alignment of the watermain in Fox Hollow Drive, it appears that this connection cannot be done under traffic. The sanitary sewer connection on Fox Hollow Drive connecting to an existing stub shall also be completed under traffic. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 16 of 16 27. Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water, and storm sewer lines. The actual elevations of existing utilities shall be determined. 28. Install cleanout for the sewer service for Lot 2 due to length. 29. Each new lot is subject to the sanitary sewer and water hookup charges. The 2006 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watennain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 30. The utilities will need to be adjusted to allow a minimum of 10 feet horizontal separation between the easement and the proposed utilities. 31. A 10 -foot drainage and utility easement will be required for the front of Lots 2 and 3. 32. The private street entrance must connect to Fox Hollow drive at a 90 -degree angle. 33. Lot 3, Block 1, must maintain a 20 -foot side yard setback along the westerly property line." ATTACHMENTS 1. Findings of Fact. 2. Application. 3. Public Hearing Notice and Affidavit of Mailing. 4. Plans Dated December 1, 2006. gAplan\2007 planing cases\07-03 fox hiMftff report pc.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION IN RE: Application of Fox Hill Subdivision — Planning Case 07-03 On January 2, 2007, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of a Preliminary Plat to Subdivide a 1.69 Acre Lot into Three (3) single-family Lots, Fox Hill Subdivision. 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 The property is currently zoned RSF, Single -Family 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 attached as Exhibit A. 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. 5. The planning report Planning Case 07-03, dated January 2, 2007, prepared by Sharmeen Al-Jaff, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Preliminary Plat with Variances. ADOPTED by the Chanhassen Planning Commission this 2nd day of January, 2007. CHANHASSEN PLANNING COMMISSION BY: Jerry McDonald, Chairman I*:4;II31d 4" That part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION rosnal"Ci EjoMGSi Z Z is sra, r� cn�tifL 12a- 5rz .IZa c • hu s t �.. r7 Contact: 5c_oTr R s ^ t+ �✓+�sA Phone:1Sz-2a5'-4�S Fax: RSz-z�l-4olE Email: s�vTTpIo5p2rrrcr.coryt Planning Case No. Owner Name and Address: 4H y_ceFS lt�1NGE�H�+TZ C(•f•�FfV l+AcSSEIv lYrN S 5-3 /7 Contact: Phone: Fax: Email: NOTE: Consultation with City staff Is required prior to submittal, Including review of development plans Comprehensive Plan Amendment Conditional Use Permit (CUP) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development' Rezoning Sign Permits Sign Plan Review Site Plan Review (SPR)' _ Subdivision" Temporary Sales Permit Vacation of Rlght-of-Way/Easements (VAC) X Variance (VAR) Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign — $200 (City to Install and remove) X Escrow for Filing Fees/Attorney Cost" -$50 CUP/SPRNACNAR/WAP/Mates 8 Bounds - $450 Minor SUB TOTAL FEE $ An additional fee of $3.00 per address within the public hearing notification area will be Invoiced to the applicant prior to the public hearing. "Sixteen (16) full-size folded copies of the plans must be submitted, including an 81/x' X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 ('.tif) format. "Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. PROJECT NAME: L LOCATION: G570 Gftrkr�lEtASS�� ffA�t{�$SLN fC3i� S�il7 LEGAL DESCRIPTION: PLD LSoOlogc� - TOTAL ACREAGE: 7 WETLANDS PRESENT: YES X' NO PRESENT ZONING: KGS t O G- r7l R 1. 5 t"oto rael ---,' REQUESTED ZONING: fL�sroErKffR� SfFI�LC �EtCflL� PRESENT LAND USE DESIGNATION: REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: 5UBDllfl09� IrITO SltlGLC FAM+Ly koCit, L.dT S 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 provislons. 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 appllcation 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 ilfie, 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. SlgnatureofAppllcant fosP[�;.,.xd c�n+�5, FNc Date Signature of Fee OVer c NA2l-eS V-Lr^jGc'LN�T2.. Date G:1pLANVonns0m1opmenl Review Appllcaaon.OGC Rev. 12105 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on December 21, 2006, 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 FOX HILL — Planning Case 07-03 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. K n J. En el ardt, puty Clerk Subscribed ands om to before me this 21 qday of a 2006. Notary Pu is 1#7N KIM T. MEUWISSENotary Public -Minnesota My Commission Expires Jan 31 2010 an ,oto Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, January 2, 2007 at 7:00 P.M. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for for Subdivision of property into three (3) single - Proposal: family lots with Variances on property zoned Residential Single Family — FOX HILL Applicant: 10 Spring Homes, Inc. Property 6570 Chanhassen Road Location: 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 1. Staff will give an overview of the proposed project. at the Meeting: 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 visit the City's projects web page at: www.ci.chanhassen.mn.us/sery/olan/07-03.html. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at sal'aff@ci.chanhassen.mn.us or by phone Questions & at 952-227-1134. If you choose to submit written comments, it Comments: 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 on the project web site listed above 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 recommentlation. 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 Slate 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. Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, January 2, 2007 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of theagenda. Location: City Hall Council Chambers, 7700 Market Blvd. Request for for Subdivision of property into three (3) single - Proposal: family lots with Variances on property zoned Residential Single Famil — FOX HILL Applicant: 10 Spring Homes, Inc. Property 6570 Chanhassen Road Location: 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 1. Staff will give an overview of the proposed project. at the Meeting: 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 visit the City's projects web page at: www.ci.chanhassen.mn.us/serv/plan/07-03.htmI. If you wish to talk to someone about this project, please contact Sharmeen AI-Jaff by email at saliaff @ci.chanhassen.mn.us or by phone Questions & at 952-227-1134. If you choose to submit written comments, it Comments: 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 on the project web site listed above 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 commerciallndustrial. • 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. Rem. Ma„ Rad SUBJECT This nap is neither a legally recomed map nor a survey and is not intended to be used as ane. This map is a compilation Of records, micunation and data located in various city, county, state and federal offices and other sources regarc ng the area shown, 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 that the GIS Data can be used for navigational, tracking or any other purpose requiring evicting measurement of distance or direction or precision in the depiction of geographic features. If errors or discrepancies are found please contact 952-227-1107_ The preceding disclaimer is provided pursuant to Minnesota Statutes ¢166.03. Subtl. 21 (20(10). and the user of this map acknowledges that the City shall not be liable for any damages, and etsressly waves all dame, and agrees to defend. intlamnily, and hold harmless Me City from any and all claims brought by User, its employees or agents, or third parties which ansa out of the users access or use of data provided. ulsclalmer This map is neither a legally recorded map nor a survey and is not intended to he used as ane. This reap is a corp labon of records. Intomatum and data located in various city, county, state and federal offices and other sources regarding the area show, and is to be used for reference proposes only. The City does not warram that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data ran be used for navigational, tracking or any other purpose mummg evicting measurement of distance or direction or precision in the depceon of geographic features. If errors of discrepancies are found pease contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03. Sued. 21 (2000), and the user of this map acknowledges that the City shall net be liable for any damages. and etrpressly waives all claims and agrees to defend, Indemnify, and red harmless the City from any and all claims brought by User, its employees or agents. or Mind parties Which arise out of the users access or use of data provided. Public Hearing Notification Area (500 feet) Fox Hill Planning Case No. 07-03 City of Chanhassen Elm ME MENEM ONA IVA JASON P & TONIA R ASHLINE CLAUDIA M STEPHAN ORHAN A & PATRICIA J LINER 10 FOX HOLLOW DR 100 FOX HOLLOW DR 110 FOX HOLLOW DR CHANHASSEN, MN 55317-9252 CHANHASSEN, MN 55317-9254 CHANHASSEN, MN 55317-9254 RICHARD A & RHONDA G HERR 120 FOX HOLLOW DR CHANHASSEN, MN 55317-9254 NORA JANEL KIRKWOLD & 20 FOX HOLLOW DR CHANHASSEN, MN 55317-9252 MARK A & WAI-MING T HENDERSON 31 FOX HOLLOW DR PO BOX 1147 CHANHASSEN, MN 55317-1147 JEFFERY B & CYNTHIA S HALL 41 FOX HOLLOW DR CHANHASSEN, MN 55317-9256 UNE VUE 527 MAIN ST NW COON RAPIDS, MN 55448-1528 JAMES M THEIS 6400 CHANHASSEN RD CHANHASSEN, MN 55317-8575 JAMES & JOYCE NICHOLLS 6451 PLEASANT VIEW CIR CHANHASSEN, MN 55317-9531 JEFFREY J & DIANE L BROWN 6500 GRAY FOX CRV CHANHASSEN, MN 55317-9244 KEVIN & CHERYL PETERSON 150 BLUFF RIDGE CT CHANHASSEN, MN 55317-9251 DAVID B ROBINSON 25 PLEASANT VIEW RD CHANHASSEN, MN 55317-9439 ROGUE L SWENSON JR & 35 PLEASANT VIEW RD CHANHASSEN, MN 55317-9439 EDGEWATER DEVELOPMENT GROUP 4900 EDGEWATER DR MOUND, MN 55364-2008 GARY J & VICTORIA G ALEXANDER 55 PLEASANT VIEW RD CHANHASSEN, MN 55317-9439 BLAINE O JOHNSON & 6441 PLEASANT VIEW CIR CHANHASSEN, MN 55317-9531 KHAMPHENG XIONG 6460 FOX DR CHANHASSEN, MN 55317-4590 JUDY SUNDERLAND 6502 GRAY FOX CRV CHANHASSEN, MN 55317-9244 ROBERT & EDNA PETERSON 160 BLUFF RIDGE CT CHANHASSEN, MN 55317-9251 BROOK S BOLESTA & 30 FOX HOLLOW DR CHANHASSEN, MN 55317-9252 CONSTANCE M KEEFE 40 FOX HOLLOW DR CHANHASSEN, MN 55317-9252 MARIA VANDERZANDEN 50 HUNTERS CT CHANHASSEN, MN 55317-9243 STEVEN W & KELLY K LEN 60 HUNTERS CT CHANHASSEN, MN 55317-9243 DENNIS W & CHRISTINA HANSEN 6450 PLEASANT VIEW CIR CHANHASSEN, MN 55317-9531 MICHAEL D DOUGLAS & 65 PLEASANT VIEW RD CHANHASSEN, MN 55317-9439 STEVEN R & ALYSSA D PETRIE 6503 GRAY FOX CRV CHANHASSEN, MN 55317-9247 TROY D & BETH EMERSON KATHY ANNE STUDER & SIM K & RY SOK SIMONS 6504 GRAY FOX CRV 6505 GRAY FOX CRV 6506 GRAY FOX CRV CHANHASSEN, MN 55317-9244 CHANHASSEN, MN 55317-9247 CHANHASSEN, MN 55317-9244 ELBERT A GINKEL IDRISS M ELBEKRAOUI & JEFFREY R & TERESE C KRULIK 6507 GRAY FOX CRV 6508 GRAY FOX CRV 6509 GRAY FOX CRV CHANHASSEN, MN 55317-9247 CHANHASSEN, MN 55317-9244 CHANHASSEN, MN 55317-9247 ROBERTA BROUGHTON 6510 GRAY FOX CRV CHANHASSEN, MN 55317-9244 DANIEL P & ANNETTE M MAXWELL 6513 GRAY FOX CRV CHANHASSEN, MN 55317-9247 JAMES E & HEATHER K LEE 6519 GRAY FOX CRV CHANHASSEN, MN 55317-9247 STEPHEN J MACHACEK & 6521 QUAIL XING CHANHASSEN, MN 55317-9249 CHRISTINE A MCKENZIE 6531 QUAIL XING CHANHASSEN, MN 55317-9249 KRISTINA VILLONES 6550 QUAIL XING CHANHASSEN, MN 55317-9248 DAVID F WANEK 70 HUNTERS CT CHANHASSEN, MN 55317-9243 DANIEL BUJOLD 80 HUNTERS CT CHANHASSEN, MN 55317-9243 JEFFREY P & RONDA M SEILER 6511 GRAY FOX CRV CHANHASSEN, MN 55317-9247 JILL A RODNING 6515 GRAY FOX CRV CHANHASSEN, MN 55317-9247 JAMES WALKER & PAMELA ORR 6520 QUAIL XING CHANHASSEN, MN 55317-9248 LISA R GRATZ 6523 GRAY FOX CRV CHANHASSEN, MN 55317-9247 DAVID E & SHARON T TUPPER 6540 QUAIL XING CHANHASSEN, MN 55317-9248 CHARLES R KLINGELHUTZ & 6570 CHANHASSEN RD CHANHASSEN, MN 55317-9511 VALLEYVIEW DEVELOPMENT LLC 7264 LAKE RIDGE DR SAVAGE, MN 55378-2276 JOHN P & KIMBERLEE A GUILFOIL 90 HUNTERS CT CHANHASSEN, MN 55317-9243 LANCE A FLANNERY 6512 GRAY FOX CRV CHANHASSEN, MN 55317-9244 SCOTT A & SUSAN T MITCHELL 6517 GRAY FOX CRV CHANHASSEN, MN 55317-9247 THOMAS L & JUDITH A NEWHOUSE 6521 GRAY FOX CRV CHANHASSEN, MN 55317-9247 JOSEPH JR & KELLY J FERNANDES 6530 QUAIL XING CHANHASSEN, MN 55317-9248 DAVID J PETERSON 6541 QUAIL XING CHANHASSEN, MN 55317-9249 GRAYCE A FLOM 6590 CHANHASSEN RD CHANHASSEN, MN 55317-9511 ANDREW DONAT 7651 172ND LN NW ANOKA, MN 55303-3536 BERNARD R & STACY L TRENDA CHRISTIAN S VITALE CHRISTOPHER & ROXANNE COTE 6496 BRACKETT RD 19143 JOSEPH CUR 19127 BROADMOORE DR EDEN PRAIRIE MN 55346 EDEN PRAIRIE MN 55346 EDEN PRAIRIE MN 55346 D J LHOTKA/L R THOMPSON 19158 JOSEPH CURVE EDEN PRAIRIE MN 55346 DIAN M & TERRANCE J REINKALL 19119 JOSEPH CURVE EDEN PRAIRIE MN 55346 E H & P M SCHAEFER 19044 JOSEPH CURVE EDEN PRAIRIE MN 55346 ELIZABETH J BANK 19151 BROADMOORE DR EDEN PRAIRIE MN 55346 JAMES & CHERYL GAEBEL 19056 JOSEPH CURVE EDEN PRAIRIE MN 55346 JOHN ERVIN IVERSON 19152 BROADMOORE DR EDEN PRAIRIE MN 55346 KIRK MARSH 19175 BROADMOORE DR EDEN PRAIRIE MN 55346 LORALEE J IVERSON 19169 PLEASANTVIEW RD EDEN PRAIRIE MN 55346 DAVID C & KELLY S SCHACHT 19155 JOSEPH CURVE EDEN PRAIRIE MN 55346 DUNG T & TRI D NGUYEN 19116 JOSEPH CUR EDEN PRAIRIE MN 55346 EDWARD J MUEHLBERG 19200 BROADMOORE DR EDEN PRAIRIE MN 55346 ERIC PRZYBILLA 6448 BRACKETT RD EDEN PRAIRIE MN 55346 JAMES J BRENNAN 19197 PLEASANTVIEW RD EDEN PRAIRIE MN 55346 JOSEPH & MARY WROBLEWSKI 19080 JOSEPH CURVE EDEN PRAIRIE MN 55346 LEON J & KATHY J TERSTEEG 6460 BRACKETT RD EDEN PRAIRIE MN 55346 M A PETERSON & L M PETERSON 19104 JOSEPH CURVE EDEN PRAIRIE MN 55346 DAVID RETZLAFF & ERIN AHOLA 19080 BROADMOORE DR EDEN PRAIRIE MN 55346 DUWAYNE A & ANN E BRANDT 19176 BROADMOORE DR EDEN PRAIRIE MN 55346 EDWARD L & JOAN L BECKER 19131 JOSEPH CURVE EDEN PRAIRIE MN 55346 FRANK A & MAUREEN S BERTHOLD 6484 BRACKETT RD EDEN PRAIRIE MN 55346 JEFFREY & SAMANTHA SCHMIDT 19128 BROADMOORE DR EDEN PRAIRIE MN 55346 KAKIT CHEUNG & XIAOMAN LI 19068 JOSEPH CUR EDEN PRAIRIE MN 55346 LINDA J RICHARDS 3635 JAMES AVE DEEPHAVEN MN 55391 M STRODEL 6610 LOCHANBURN RD EDEN PRAIRIE MN 55346 MARIA TWIGG MARY JOAN GRIFFITHS MATHIAS R STRODEL 19140 JOSEPH CUR 19128 JOSEPH CUR 6610 LOCHANBURN RD EDEN PRAIRIE MN 55346 EDEN PRAIRIE MN 55346 EDEN PRAIRIE MN 55346 MICHAEL G & JEAN M NEILL MONTE E & JEANETTE M NESS PATRICK J & JOY D SHEEHAN 19170 JOSEPH CUR 6472 BRACKETT RD 19152 JOSEPH CURVE EDEN PRAIRIE MN 55346 EDEN PRAIRIE MN 55346 EDEN PRAIRIE MN 55346 PHILLIP A CAMP 19176 JOSEPH CURVE EDEN PRAIRIE MN 55346 ROBERT & TRACY PETERSON 19107 JOSEPH CURVE EDEN PRAIRIE MN 55346 SCOTT R & DEBORAH L STEVENS 19164 JOSEPH CUR EDEN PRAIRIE MN 55346 STEVEN R BRACHMANDEBRSUYING CHEN & SHIRLEY CHEN WILLIAM & VERONICA THEOBALD 19180 D GEARY 19092 JOSEPH CURVE 19199 BROADMOORE DR EDEN DPRAIRIE MN 55346 UCCKK LAKE TR EDEN PRAIRIE MN 55346 EDEN PRAIRIE MN 55346 EDEN ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Miancemon, MN 55305 Phone (612) 4747964 Foe(612) 4748267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May,2006 DRAFTED: August28,20416 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 for submission, runoff and hardcover calculations to follow Monday morning. REVISED: November 29, 2006 to revise plan per City staffs markup of plan. REVISED: November 30, 2006 to revise plan per City staffs final comments. SURVEYOF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: Thm part of the Southeast Quarter of the Northeast Quarter of Section 1, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line of said Southeast Quarter of the Northeast Quarter distant 628.3 feel south of the Northeast comer thereof, thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said Fast line 335.0 feel to the point of beginning. LIMITATIONS & NOTES: I. The scope of our services for thisjob is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 ofChanhassen's ordinances. 2. The client has had us show the setback from the north line of Lots 2 and 3 as 30 fee% a front setback, under the language of the ordinance, but asks that the City consider whether the intent ofthe ordinance would be better met by considering the north lines of these lots as side lines and the east line of the roadway casement as the front line. STANDARD SYMBOLS & CONVENTIONS: " a " Denotes 112" ID pipe with plastic plug hearing State License Number 9235, set. if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Enginesd a onal Surveyor under the Laws of the State of Minnesota. Qra Qom s H. Parker P.E. & P.S. No. 9235& P.S. No. 9235 LEGEND PRELINIINARY PLAT OF FOX HILI y–�G-RRsPPHIC�SCCA—IE —� I n,m ass�,t-rases ( DRAWING NO. 061130 EXISTING CONDMONS, SHEET 1 OF 9 ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka MN 55345 Phone (612) 474 7964 Fm (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May,2006 DRAFTED: August28,2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November I, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 for submission, mnoffand hardcover calculations to follow Monday morning. REVISED: November 29, 2006 to revise plan per City staffs markup ofplan. REVISED: November 30, 2006 to revise plan per City staffs final comments. SURVEYOF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That pan ofthe Southeast Quarter ofthe Northeast Quarter of Section 1, Township 116, Range 23, l lennepin County, Minnesota described as follows: Beginningat a point on the East line ofsaid Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof; thence West at right angles 260.05 feel, thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: I. The scope ofour services for thisjob is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 ofChanhassen's ordinances. .. The client has had us show the setback from the north line of Lots 2 and 3 as 30 feet, a front setback, under the language ofthe ordinance, but asks that the City consider whether the intent ofthe ordinance would be better met by considering the north lines ofthese lots as side lines and the cast line ofthe roadway casement as the front lint. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 112" ID pipe with plastic plug hearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: 1 hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional E"'iilneel/ryypl\d �e/r[PArofessional Surveyor under the Laws ofthe State of Minnesota. YI W,r[R. 1 I V {M .0 tans H. Parker P.E. & P.S. No. 9235 LEGEND waUMTY {ossW 9N.f� o.�rn.nrr� I 1 ' PC 1 1 {{{TIl W Mr6[ {a! 1M! +rd 4Y[ g 1 I I PRELIMINARY PLAT OF FOX HILL L74LI.L eo.' a;TLOT -----j/ I t,L-----J---7J HOLLO)r --� . 1 ' PC 1 g 1 •Y R ? 1 ' r—�— yy 1 C ' ___ --- -- 1 n I - Airy I 1\ 1 L________ I CRaPHIC BCAId 1 I I \ I I I 1 DRAWING NO. 061130 LOT LAYOUT, SHEET 2 OF ADVANCE SURVEYING & ENGINEERING CO. 5300S. Hwy. No. 101 Minnotonka, MN 55345 Phone (612) 4747964 Fax (612) 4748267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May,2006 DRAFTED: Augum28,2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 for submission, mnoRand hardcover culculations to follow Monday inoming. REVISED: November 29, 2006 to revise plan per City staffs markup ofplan. REVISED: November 30, 2006 to revise plan per City staffs final comments. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. I.EGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section I, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line ofsaid Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof, thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East m right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: I. The scope ofour services for this jab ism follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may havejurisdiction over your proposal. This version is preliminary pending a preapplicatiun consultation required by Sec. 18-38 of Chanhassen's ordinances. 2. The client has had us show the setback from the north line of Lob 2 and 3 as 30 feet, a front setback, under the language of the ordinance, but asks that the City consider whether the intent of the ordinance would be boner met by considering the north lines of these lob m side lines and the east line of the roadway casement as the from line. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, If"o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that I am a Professional Engineer d a Professional Surveyor under the Laws ofthe State of Minnesota. jri'Wtna4 � �� Qom a H. Porker P.E. & P.S. No. 9235 LEGEND.D.a,r..u4P(erSME a M"x _ ... num ..............�.. � t maw ror ua1 wa .aur ,a mr.w. i PRELIMINARY PLAT OF FOX HILI GRAPHIC SCALL r.rvrs aa'csns�_ I --------------- DRAWING NO. 061130 GRADING, DRAINAGE & EROSION CONTROL PLAN, SHEET 3 OF ADVANCE SURVEYING & ENGINEERING CO. PRELINIINARY PLAT OF 5300 S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fus (612) 474 8267 I I ?0%0 I SURVEY FOR: CHARLES KLINGELHUTZ FOX HILL I SURVEYED: May, 2006 DRAFTED: August2g,2006 REVISED: October 31, 2006 to show very preliminary S lot concept with private street REVISED: November 1, 2006 to add possible future homes and proposed contours, still very preliminary •_� �•+ �'�,•�•� X YfiOLLO� REVISED: November 3,2006for submission, runoffand hardcover calculations to follow Monday+'y—e�� I co Inoming. _p— J c) REVISED: November 29,2006 to revise plan per City staffs markup ufplan. �� —__ P REVISED: November 30, 2006 to revise plan per City staffs final comments. SURVEYOF: 6570 Chanhassen Rood, Chanhassen, Minnesota. \\ 3 i I LEGAL DESCRIPTION: \s' Me.. That pen ofthe Southeast Quarter ofthe Nonheasl Quarter of Section 1, Township 116, Range 23, yaa� I tl i Hennepin County, Minnesota described m follows: Beginning at a point on the East line ofsaid Southeast Quarter ofihe Northeast Quanerdismat 628.3 feet south ofthe Northeast comer thereof, s ' thence West at right angles 260.05 feet' thence South at right angles 335.0 feet; thence East at right \ _ J angles 260.05 feet to said East line; thence North along said East line 335,0 feet to the point of J� \ � �' r ---------------------------t beginning. s� % / i I LIMITATIONSNOTES: / �/ 1,10 &. I � I I. The scope of our services for thisjob is as follows: / / / �il�il i I I Preparing a preliminary plat for your review and for review by the City ofCh.nh.a-m and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 ofChardassen's ordinances. 2. The client has had "show the setback from the north line of Lob 2 and 3 as 30 feet, a front setback, under the letter me of the ordinance, but asb that the City consider whether the intent ofthe ordinance \ _ _ _ _ _ -EW ' would be beer mel by a front line. the north linea of these lots as side lines and the east Zine of the F roadway easement as the front line. , STANDARD SYMBOLS & CONVENTIONS: " e " Denotes IR" ID pipe with plastic plug bearing State License Number 9235, set, if"o" is filled in, then denotes found Iran monument. \ t CERTIFICATION: 1 hereby certify that oris survey was prepared by me or under my direct supervision and that I am a ' • I Ij Professional Engineer d a Professional Surveyor under the Laws ofthe Stale of Minnesota. PM y InN 1 I I I am s H. Parker P.E. & P.S. No. 9235 o 0 ram°,m °a..r¢ ( L. ,�„`.�.,'•.... --� - LEGENDry °" Y/ — rr — ••••••-•'-•�••••'- j iivais".ai .nni m ru..ei I I DRAWING NO. 061130 UTILITY & SURFACING PLAN, SHEET 4 OF 9 ADVANCE SURVEYING & ENGINEERING CO. 5300S. Hwy. No. 101 Mimmtonka MN 53345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEY FOR: CHARLES KLINGELHUTZ SURVEYED: May,2006 DRAFTED: Augmt28,2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November 1, 2006 to add possible future homes and proposed contours, still very preliminary REVISED: November 3, 2006 for submission, runoffand hardcover calculations to follow Monday morning. REVISED: November 29, 2006 to revise plan per City staffs markup of plan. REVISED: November 30, 2006 to revise plan per City staffs final comments. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quaver of Section I, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning at a point on the East line ofsaid Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Nonheast comer thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: I. The scope of our services for thisjob is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may havejunsdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. I8-38 of Chanhassen's ordinances. 2. The client has had us show the setback from the north line of Lots 2 and 3 as 30 feet, a front setback, under the language of the ordinance, but asks that the City consider whether the intent of the ordinance would be better met by considering the north lines of these lots as side lines and the cost line of the roadway casement as the front line. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby cenify that this survey was prepared by me or under my direct supervision and that I am a Professional Engi� &neer d a Professional Surveyor under the Laws ofthe State of Minnesota. rank... Q!TP H. Parker P.E. & P.S. No. 9235 LEGEND PRELIMINARY PLAT OF FOX HILL y GIGPnI! WAtB Lml 1 1 1 a 1 I. 1 1 rx mL rx'� J I ---------------- Y I 1 I I I r DRAWING NO. 061130 HARDCOVER, SHEET 5 OF 9 I ) � I J I ---------------- Y I 1 I I I r DRAWING NO. 061130 HARDCOVER, SHEET 5 OF 9 ADVANCE SURVEYING & ENGINEERING CO. 531RS. Hwy. No. 101 Minnetonka MN 55345 Phone (612) 4747964 Faa(612) 4748267 SURVEYFOR: CHARLES KLINGELHUTZ SURVEYED: May, 2006 DRAFTED: August28,2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street REVISED: November 1, 2006 to add possible future homes and proposed contours, stili very preliminary REVISED: November 3, 2006 for submission, mnoffand hardcover calculations to follow Monday morning. REVISED: November 29, 2006 to revise plan per City stairs markup of plan. REVISED: November 30, 2006 to revise plan per City staffs final comments. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota LEGAL DESCRIPTION: That part of this Southeast Quarter of the Northeast Quarter of Section I, Township 116, Range 23, Hennepin County, Minnesota described As follows: Beginning at a point on the East line ofmid Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to mid East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: 1. The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may havejurisdiction over your proposal. This version is preliminary pending a preapplication consultation required by Sec. 18-38 of Chanhassen's ordinances. 2. The client has had us show the setback from the north line of Lots 2 and 3 u 30 fact, a front setback, under the language of the ordinance, but asks that the City consider whether the intent afthe ordinance would be boner met by considering the north lines of these lots as side lines and the east line of the roadway casement u the frontline. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: I hereby certify that this survey was prepared by me or under my direct supervision and that 1 am a Professional Engin eer,Qd a Profeuional Surveyor under the Laws ofthe State of Minnesota ams HH.RParkeerrr P.E. & P.S. No. 9235 LEGENDam _r PRELIMINARY PLAT OF FOX HILL ."Mus - ro •. r:e w.w. ram asse «nmal aasi': r3"'si•- oM 11H.49 S•SN ,.1 . • n. ow... w.as r,W . •dM A-.rlMe • nmr ism. a:•m.Am.nr'.•.a.a as • .M . tSa . Pra3 • ..M eb GRAPHIC SCALE I I I uJ I I I I I sars5xo� 7I i; IAMT. JI I ii ..............................: t I I IA -------- --------------- DRAWING NO. 061130 EXISTING WATERSHEDS, SHEET 6 OF ADVANCE SURVEYING & ENGINEERING CO. 5300 S. Hwy. No. 101 Minnetonka MN 55345 Ph.. (02) 474] 964 P.(612)4745267 SURVEYFOR: CHARLES KLINGELHUTZ SURVEYED: May,2006 DRAFTED: Augm128,2006 REVISED: October 31, 2006 to show very preliminary 3 lot concept with private street. REVISED: November I, 2006 to add possible future homes and proposed Contours, still very preliminary REVISED: November 3, 2006 for submission, runoff and hardcover calculations to follow Monday ramming. REVISED: November 29, 2006 to revise plan per City staffs markup of plan. REVISED: November 30, 2006 to revise plan per City staffs final comments. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota. LEGAL DESCRIPTION: That part of the Southeast Quarter of the Northeast Quarter of Section I, Township 116, Range 23, Hennepin County, Minnesotadescribed as follows: Beginning at a point on the East line ofsaid Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet; thence East at right angles 260.05 feet to said Fast line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: 1. The scope of our services for this job is as follows: Preparing a preliminary plat for your review and for review by the City of Chanhassen and other governmental agencies that may have jurisdiction over your proposal. This version is preliminary pending a preapplication Consultation required by Sec. 18-38 of Chanhassen's ordinances. 2. The client has had us show the setback from the north line of Lots 2 and 3 m 30 fact, a front setback, under the language of the ordinance, but asks that the City consider whether the intent of the ordinance would be better met by considering the north lines offbeat lots m side lines and the east line of the roadway easement as the front line. " • " Denotes 12" ID pipe with plastic plug bearing State License Number 9235, set, if"a" is filled in, then denotes found iron monument. CERTIFICATION: 1 hereby certify that this survey was prepared by me or under my direct supervision and that 1 am a Pronnfessional Engine d a Professional Surveyor under the Laws of the State of Minnesota. )rYc3ftnaal�j')yLkapn. ams H. Parker P.E. & P.S. No. 9235 LEGEND NxPoYi«SxG/ea ui a 9N.� s.•. rn..- e�.,u"u.r.,��r I O. UKS SY I r `u[r _ Y — r...r.rrw.•r� I 3.3¢R Yrte[ M o rtr..a` IS I I i PRELIMINARY PLAT FOX HILI ll�N�p°R . alt b. • a.T Awe n� I Y R Ass. n..i.1 -an. • Nr MI veal . •ten-n.v+n • aan om • ur e.. OiIO. ] . aN. aNl u+n ` e.'I . " u Yro am A— .. - .1 . m»s n.. and m. Rn;n-m - an . e:wiw -- n�eti-a.a yn. o.°.e on- M'. ale .o3�:"m. an. aan • en aeAs •.v.an.ana-mei. ` .nnn 3 v ...v qa ortA I everts IeY , w ucl.»-ares • y . u GRAPHIC SCAIE I.ImI iQii@iL1lC4ti� DRAWING NO. 061130 PROPOSED WATERSHEDS, SHEET 7 OF ADVANCE SURVEYING & ENGINEERING CO. 530D S. Hwy. No. 101 Minnetonka, MN 55345 Phone (612) 474 7964 Fax (612) 474 8267 SURVEYFOR: CHARLES KLINGELHUTZ SURVEYED: May,2006 DRAFTED: June2,2006 REVISED: June 8, 2006 to show Outiot"A" at City staffs suggestion. SURVEY OF: 6570 Chanhassen Road, Chanhassen, Minnesota LEGAL DESCRIPTION: That pen of the Southeast Quarter of the Northeast Quarter of Section I, Township 116, Range 23, Hennepin County, Minnesota described as follows: Beginning eta point on the Fast line ofsaid Southeast Quarter of the Northeast Quarter distant 628.3 feet south of the Northeast comer thereof; thence West at right angles 260.05 feet; thence South at right angles 335.0 feet: thence East at right angles 260.05 feet to said East line; thence North along said East line 335.0 feet to the point of beginning. LIMITATIONS & NOTES: The scope of our services for thisjob is as follows: I. Showing the location of existing improvements we deemed important. 2. Showing the topography of the site by contour lines and by spot elevations. 3. Showing a preliminary proposal to divide the property into 3 lots and build a roadway and utility systems to serve the three lots, for your review and for the review of such governmental agencies W may have junsdiction over your proposal. STANDARD SYMBOLS & CONVENTIONS: " • " Denotes 1/2" ID pipe with plastic plug bearing State License Number 9235, set, if "o" is filled in, then denotes found iron monument. CERTIFICATION: 1 hereby certify that this survey was prepared by me or under my direct supervision and that 1 am a Professional Engineer and a Professional Surveyor under the Laws of the Stare of Mirmesota. �mfflh-n H lSu am s H. Parker P.E. & P.S. No. 9235 LEGEND VARIANCE FREE PLAT OF FOX HILL =11%-W: 111 , DRAWING NO. 061130 VARIANCE FREE PLAT, SHEET 8 OF PLANTING SCHEDULE r I I 7 gy LANDSCAPE LAYOUT PLAN PLANTING NOTES em ,w"tlO's.vm I I 1 .w n� TRO PLAMIN6 w xrone ner�umsw« t._ rtw,e. WM4R •, "O"'m' cmt_�morec*ex r,w Qmww er cw.+x.crov.s.vn�-o eau _ �. vnvN.e.in or ulsme �sra main ro wrte«oa w.+wias wuasram wThM M 1R! f/JflAILttM GIIFiP U R461NRO IMY ® ] RGIPl0.9 nsR RlMINs P[fNL «ww.�. •• •»• 9 lle@ nlollLTION MAIL ami a v w LI w ro PLANTING DETAILS 6570 NHAS ROAD LANDSCAPE PLAN Ll PLAN LEGEND PLANTING NOTES em ,w"tlO's.vm I I 1 .w n� TRO PLAMIN6 w xrone ner�umsw« t._ rtw,e. WM4R •, "O"'m' cmt_�morec*ex r,w Qmww er cw.+x.crov.s.vn�-o eau _ �. vnvN.e.in or ulsme �sra main ro wrte«oa w.+wias wuasram wThM M 1R! f/JflAILttM GIIFiP U R461NRO IMY ® ] RGIPl0.9 nsR RlMINs P[fNL «ww.�. •• •»• 9 lle@ nlollLTION MAIL ami a v w LI w ro PLANTING DETAILS 6570 NHAS ROAD LANDSCAPE PLAN Ll a -7-u3 Planning Commission Meeting - January 2, 2007 McDonald: Okay, I'm going to take that as a motion. Do I have a second? Dillon: Second. Papke moved, Dillon seconded that the Planning Commission table Planning Case 07-02 for The Arbors. All voted in favor, except Keefe, Undestad and Larson who opposed and the motion carried with a vote of 4 to 3. Aanenson: Mr. Chair, just for those in the audience. This will be on in 2 weeks from tonight. We don't re -notice on a table so if you want to check with the City but it's intended right now to be on 2 weeks from tonight and they'd be the first item on the agenda. McDonald: I stand corrected. It was 4 to 3. And what will happen, if I understand this correctly is when it comes back, we will again open it up public comment on those issues that we bring forward at that time. Aanenson: That's up to you Mr. Chair, if you want to re -open the public hearing. McDonald: Okay, thank you. That's all I wanted to clarify. Okay, then at this point where this is at is that city staff, the developer and the Arboretum I think need to talk and flush out the issues with the two properties and any possible solutions and then come back to us with that. PUBLIC HEARING: FOX HILL: REOUEST FOR SUBDIVISION OF PROPERTY INTO THREE (3) 10 SPRING HOMES, INC., PLANNING CASE 07-03. Public Present: Name Address Jeff & Ronda Seiler 6511 Gray Fox Curve Richard Herr 120 Fox Hollow Drive Debralynn Geary 19180 Duck Lake Trail, Eden Prairie Steve Brachman 19180 Duck Lake Trail, Eden Prairie Steven Petrie 6503 Gray Fox Curve Mary & Charles R. Klingelhutz 7146 Utica Lane Sheryl Deppa 4920 Sparrow Road, Minnetonka Sharmeen Al-Jaff presented the staff report on this item. Fauske: Good evening Chairman McDonald and commissioners. We'll be real brief here. Couple questions, couple concerns that came up after the public notice was issued for this project. First was with respect to state aid, county state aid Highway 101. The question came up about securing right-of-way, additional right-of-way along 101. Currently plans show that, and I 19 scutneo Planning Commission Meeting - January 2, 2007 apologize because this one's hard to see but it's 40 feet that this developer would be dedicating. The center line of Highway 101 being shown at approximately this location. We consulted with the city attorney regarding this issue and the city does not have the authority to require additional right-of-way. This is MnDot's jurisdiction. We did receive comments from MnDot. They do not have official mapping done within this corridor, therefore they have not requested additional right-of-way for this roadway. So that was the first issue that came up that we wanted to bring to the commission's attention. The second one, just real quick is, as we all know runoff becomes an issue more and more with development. What you see here is ... that currently exists over here, a garage and accessory structure here. What this yellow line indicates is approximately the high point of the property. So from here to the north it drains, it sheet drains towards Fox Hollow Drive and from here south it drains to the south, essentially sheet draining all across through here, through these 3 homes, the back yard here. Under the proposed scenario, we keep a fairly similar runoff pattern. Again this yellow line indicating where the drainage area is. This part north. Again going to Fox Hollow Drive. We've ensured that the developer is keeping the post development discharge rate to this pond consistent so that we're not flooding that pond. What we looked at with this, this proposal here is in the southeast corner to provide some rate control. So that basically the area encompassed by the yellow line here will flow over land to this area here. We've been working with MnDot because MnDot right-of-way drainage permit is required for this project. The developer's engineer has been in discussion with them and they have verbally agreed to a design that shows a piped outlet. That will go to the southeast and discharge to the 101 right-of-way. Again keeping with, so that flows to the discharge rate... existing discharge rates. There's been some concerns of some properties to the south here with runoff. Under this scenario were basically taking this whole area, which a majority of it currently drains to the south. Putting it in the southeastern area and discharging to MnDot right-of-way. So with that I would be happy to answer any questions regarding any of the rest of it ... that came up. Keefe: What is the plans for 101? When is it scheduled to be widened? Fauske: MnDot currently does not have any plans. Keefe: No plans for it, okay. Undestad: The 40 foot that they're dedicating now provides an 80 foot total so that's. Fauske: Correct. Well since there's no plans to upgrade the road, we don't know what the right- of-way, ultimate right-of-way requirement will be. That's why we can't jurisdictionally require additional right-of-way. Keefe: When the water sheet drains, runs off into the right-of-way essentially, where does it go from there? Is there a storm sewer in line? Fauske: It's flows to the ... wetland complex to the south and that would ultimately discharge. Keefe: So is there a channel to get there? It doesn't flow over the adjacent properties or? 20 Planning Commission Meeting - January 2, 2007 Fauske: It depends. 101 is fairly inconsistent. Some points there is a definite ditch. Other times it does flatten out a little bit. Keefe: Okay. Fauske: Certainly with any upgrade, they would be looking at improving that but again without having a plan to upgrade 101. Larson: Wasn't there plans to upgrade it at one point? Fauske: There were discussions to upgrade 101. The City took a look at it. The city had a traffic consultant take a look at it from a very broad standpoint, looking at traffic volumes and what type of roadway would be required to handle those roadway volumes and it never proceeded from that point. Larson: But that's going to change though with all the, everybody else heading south... going south, being you know, just based on what I'm seeing you know 3 miles north of there on 101. Aanenson: Let me just add to that. There was a tum back proposal ... two counties, Carver, Hennepin. Two cities. Eden Prairie, Chanhassen. There was no concurrence so that turn back did not occur. Since that time the city went forward and placed the trail... Larson: Did Eden Prairie deal with it? Aanenson: No. McDonald: Okay. I guess there's no further questions from us. Sharmeen, if you want to finish up. Al-Jaff: I left this with, staff is recommending the approval of this subdivision with a variance to allow a private street to serve these 3 homes and I'll be happy to answer any questions. McDonald: Okay, any questions concerning the design at this point. Papke: Sharmeen, could you briefly summarize for us what the down sides are of having a private street in general? What liabilities. What, you know, why would we not want to do this? Obviously you're recommending that we do it but there's always trade-offs involved and what are we giving up in order to achieve this? Al-Jaff: The way we look at it is, what are we gaining if we allow the private street versus a public street? We're going to minimize drainage. The amount of hard surface coverage. We are minimizing the number of trees that we remove there. There are a number of trees on this site. Those will remain. If you have a street that's not going to go anywhere, then that's not, it does not need to be extended in the future to serve other property, then you can opt to go with a private street. And in this case this street would go nowhere. It would just be a large bubble. ' 21 Planning Commission Meeting - January 2, 2007 Papke: But in terms of maintenance or having. Al-Jaff: It would be the responsibility of the homeowners. Papke: Because you know every time a proposal comes up for a private street, there's normally always some issues saying you know, sometimes we decide to do it. Sometimes we don't. But it's not a slam dunk. There's always, you always give up something. So one of them is maintenance. In this case we're entrusting that the property owners maintain the street, so that's, so there's some risk there. Perhaps small that they won't keep it up well enough or. Al-Jaff: And there are guidelines to how this street should be maintained. How wide it has to be. For instance it has to be 20 feet wide. It has to be located within a minimum of 30 feet of an easement. Has to be built up to a 7 ton design. So there are criteria for private streets, and we do expect homeowners to maintain it. Aanenson: ...the other one that we discovered over time is, sometimes you back into other people's driveways. There's not enough parking and this street doesn't have that problem. Originally, Sharmeen is recommending that there be a public street ... and we actually modeled this one after the one just recently off of Minnewashta Parkway. So there is adequate back up on all of these so that is the most common negative of a private street. That you maybe use somebody else's property... Papke: Or garbage pick-up, something like that. Aanenson: Exactly. And sometimes all of the garbage has to go out to the public street so those are things that we look at. But typically if you have a service delivery... this situation where there's adequate back up and that we're really careful on because that's the biggest problem... That big cul-de-sac. The visual for the neighbors and this provided, pushed the houses where it's actually... McDonald: Could you explain what you mean by a back-up? Is that as cars pull in, they've got a way to back out? Or to head back out to the street instead of backing onto the street? Al-Jaff: Basically when a car comes in and they need to come out, at some point they need to come, get out. What you will do with this one, I'm hoping that this will show. This is the shared portion of the private street so basically they will be able to back up in this tum around and then be able to get out again and onto the street. Aanenson: So that's not the private part of someone's driveway. It also provides additional guest parking that is sometimes... Al-Jaff: If we didn't have this portion as a shared portion, the ... would have to back out in someone's driveway. McDonald: Okay. Anyone else have any questions? i'IX Planning Commission Meeting - January 2, 2007 Keefe: Just one question. The setback, I'm just going to ... for the houses. Setback, I think it's, would be the southern most. What is the, this would be a side setback on that one right? With the comer. AI-Jaff: What staff is recommending or? Keefe: Well I'm just seeing where the placement is of that house and how close it appears to be to the property line. Al-Jaff: Correct. Keefe: That's to the west of it. A]-Jaff: Currently it's shown at 10 feet. Staff is recommending a 20 foot side yard setback. Keefe: Okay, so it would be, and then was there something else about berming along that side? I thought I read something about berming. Or was that along 101? Al-Jaff: The majority of the berm is along 101. Keefe: It is, okay. So really the separation for the new house to the existing homes, and it seems like that one would be the one of most concern. Appears to be the closest, at least from this plan, would be really through landscaping. AI-Jaff: There is existing landscaping on the other end. There is a fence but it's ... with this plan, with the landscaping that they are adding, an improved buffer. Keefe: And it will also be a little bit further than what this is indicating because this is only showing 10 feet and you're saying it would need to go. Al-Jaff: Correct, it will be increased. Keefe: Okay. Aanenson: I just want to follow up on that too. Because they're asking for a variance, that was one of the mitigations that we asked for is that ... private street for setback... Keefe: Yeah, okay. Good. McDonald: Any other questions? I guess were done so thank you very much for that presentation. Is the applicant here? Scott Rosenlund: Yes, good evening. McDonald: Good afternoon. 0191 Planning Commission Meeting - January 2, 2007 N Scott Rosenlund: Scott Rosenlund. I'm the President of Ten Spring Homes, Inc., the applicant. And address any questions you have. I think staff pretty well covered most of the technical issues. One thing I think I'd just like to add, there is an opportunity for this property ... to the neighbors here, and the drainage will increase... before we put trees back in there so that would increase any of the runoff, the water problems they may be having. McDonald: Okay. Any questions for the applicant? Keefe: I just have a quick. Are the homes that you propose to build here similar to the ones north of Fox Hollow or would they be different? Okay, same. Scott Rosenlund: Yeah, I have some pictures if you want to see some homes. You've probably seen. Dillon: I mean do you have any concerns about the 101 at some point being widened and you're building homes on these lots? I mean, and what might possibly happen to the back yards? Whatever, how do you feel about that? Scott Rosenlund: Well I have a little background with that. I live right on Highway 5 before they widened that. When I bought that property they had been under discussion for 20 years. We lived there for 8 years before that happened so, I don't know. I wouldn't have an opinion or concern. McDonald: Okay. At that point I guess we have nothing else, unless you have something you want to add that we should, okay. Well thank you very much for coming up. At this point then I would open it up for a public comment. I would ask that you come to the podium. Address, state your name and address and then address the commissioners with your comments. Jeff Seiler: Hi. I'm Jeff Seiler. I live at 6511 Gray Fox Curve in Chanhassen. I'm here because I have one of the properties that drainage goes through the back yard. I'm like 2 properties away from the property. I did have some concerns about the drainage that you kind of addressed. I did talk to Joe on the city staff. He's been the project, he's a project engineer on it and he, I just wanted to comment that he's very helpful. He answered a lot of the questions and stuff. There is a lot of drainage that runs off, ends up going through our back yard and he, the way he explained it to me is that with the holding pond ... at least some of that so I just wanted to comment that I appreciated that. The next one is a question. There was ... in regards to the expansion of 101. Back in '99 or so there was public hearings and there was talk of a lot of different scenarios and there was plans drawn up for all of them and one of which was the 4 lane road, so you all touched upon this before. The worst case scenario was making it a 4 lane road so, I guess my comment or question is, it seems like there was already plans drawn up so you kind of know what the worst case scenario would be. And you might ask, well what do I care if homes built that close to 101 or not? My only comment is, you're talking about putting an 800, 900 or a million dollar home and it ends up being too close to the road and you have to buy that home. Well, who pays for that? All the state taxpayers do so that would be my concern. And I guess it just seems to me it'd be a shame that if, since there have been plans already drawn up, you know the worst case scenarios. You could look at that and say, well would there be enough room or 24 Planning Commission Meeting - January 2, 2007 not, but that's just me as a citizen. It just seems like a shame to waste all that... The next question I had was just, as regards to, with the trail that was added you know a few years ago. When that was originally put in there was a guardrail that was put in and that affected the sight lines when you're going from Fox Hollow Drive trying to, out on the road and we ended up having to take the guardrail out so my question is, is there anything in the development that would affect sight lines as far as leaving Fox Hollow? Trying to get out onto 101 when you're turning north. Because sometimes that is kind of hard, if anything does affect sight lines. It was a safety issue when the guardrail was put in and they had to take it out. So I know when that was put in, because I pulled out in front of a few cars that I never would have. From, by looking at it I don't see that there's anything there but I just want to raise that as a concern. Aanenson: We can check with the landscaping firm to make sure:.. Jeff Seiler: That's my only comments, thank you. McDonald: Okay, thank you. Does anyone else wish to come forward and comment. Steve Petrie: Steve Petrie, 6503 Gray Fox Curve. This is the first time I've seen the preliminary plat drawings and just had a few questions based on this presentation. Needs to be back up there or not but I noticed the trees that are sketched in as landscaping between the private drive and the existing lots that back up to this development and I'm curious, in looking at new trees that will be planted in that location or are some of those representative of existing foliage? Al-Jaff: It will be, the majority of them will be planted and outlot... the planting schedule with you. Steve Petrie: Another glance, what is the separation? Is that similar to the 20 feet that we're talking about with the southern most house? Would it be 20 feet of separation between the existing lots and the private drive? Al-Jaff: Actually it will, approximately 20 feet. And then it varies and then it goes up to 50 feet. Steve Petrie: Okay. I just had one more question. It was mentioned that there was talk about the grade of the current lot, and from my lot in the back yard, the existing grade, I'm at about where the peak is of the lot in question so it actually obstructs our view from Chanhassen Road. So if you're sitting on our deck you don't necessarily see the ... on Chanhassen Road. I'm curious what the plans are for the overall grade of the lots? It sounds like it'd be maintained fairly consistently. Will the lot be taken up overall? Left about where it is? Flatten to a greater degree? I guess I'm just wondering what it will impact the view from the back yard for the existing residents of Chanhassen. Fauske: Mr. Chair, if I could answer that question. Generally speaking, just taking a quick look at the grading plan. Actually they're proposing to bring the house pad up, so the actual elevation of the garage floor will be higher than the existing grade. And if you'd like I'd be more than happy to go over, to find out which lot you're at and give you an idea of how much higher it would be at that specific location. 25 Planning Commission Meeting - January 2, 2007 ti Steve Petrie: Great, thank you. McDonald: Okay, thank you. Does anyone else wish to come forward and make comment? Seeing no one else get up and address the podium, close the public meeting. III bring it back before the commissioners for comment. Kurt, start with you. Papke: No questions. McDonald: Kathleen. Thomas: No. McDonald: Debbie. Larson: It looks pretty good actually. Keefe: I'm fine with it. McDonald: Kevin. Dillon: I think here, I am of the opinion that it's inevitable that Highway 101 is going to get widened to a much larger width than it is today. And I think that the, you know if any, I mean a homeowner that's going to be looking at a home, I don't know what the exact price range, but nice homes and they're going to be doing their due diligence here and they're going to kind of like you know come to that conclusion, and why would they want to be so close to such a busy road, unless there's going to be like a huge berm or something that's part of the deal here, which I didn't see, I think they're going to have a hard time marketing this project to anyone that is wise. I mean not that I don't, you know I mean that might be like their issue but it's, you know the point was made in the very facetious letter that one of the people wrote here about you know, the State taxpayers. You know we buy those homes back at some day and I don't think we should set ourselves up to be in a position to have to do that. We need to either think about bigger setbacks now, or berm or something like that to make the problem take care of it now. McDonald: Okay. Mark. Undestad: Well no, I don't have anything. I mean I think just on Kevin's side here, if you try to predict the future, and I think what they're providing is a 40 foot right-of-way from the center line now. The house isn't on that 40 foot setback so there's still more room to give in there. But you really can't predict what they're going to do anyway so again, not ... I'm fine with it. McDonald: I guess Kevin, since you brought it up I will address it. I've lived there for 21 years. I've been through this 101 fiasco for 20 years. Went through the Town Line Road fiasco. I attended meetings at Minnetonka and Eden Prairie. It took them 25 years to decide what to do. It will take them a good 25 years or better to decide what to do with 101. When the 4 lane project came up, there was so much opposition between homeowners and Eden Prairie, that's Planning Commission Meeting - January 2, 2007 why this did not go forward. And any time you get two municipalities together, we don't know what's going to happen and that's the problem here is we cannot anticipate something that is out of our control. The City does not control this. That road at the center line, half of that belongs to Eden Prairie. Were only getting 40 feet. Right now you're going to have to condemn more than 2 or 3 houses to build a 4 lane road down through there, and that's going to upset a lot of people, both in Chanhassen and Eden Prairie. I think it's short sighted of us to try to stop all development until the State and two municipalities plus everybody can make up their mind as to what they want to do so, and again we've got a legal opinion about this. The City cannot take land in anticipation of what might happen. That is not within the statute for the City to do. Only the State can do a taking, and only for certain reasons. If they decide a 4 lane road is the best approach, then a 4 lane road will get put in. Whether it is 10 years from now or 20 years from now, it will get put in. But only after it's been through a lot of grinding because Town Line Road was a problem and there were homes on that street that also thought they were buying something with a lot more front yard than what they ended up with. So I think it is short sighted at this point to try to say that the City needs to anticipate something that we have no control over and that we cannot do anything about. But that's my opinion. Based upon that I'd be willing to accept a motion. Keefe: I'll make a motion. The Planning Commission recommends approval of the preliminary plat for Planning Case 07-03 for Fox Hills Subdivision for 3 lots with variances to allow a private street as shown on the plans dated Received December 1, 2006, subject to the conditions, 1 through 33. Papke: Second. Keefe moved, Papke seconded that the Planning Commission recommends approval of the preliminary plat for Planning Case 07-03 for Fox Hill Subdivision for 3 lots with variances to allow a private street as shown on the plans dated received December 1, 2006, subject to the following conditions: 1. A minimum of two 21/2 -inch deciduous, overstory trees shall be required in the front yard of each lot. 2. No more than one-third of the required trees may be from any one species. 3. Tree preservation fence shall be installed at the edge of the grading limits around all trees proposed to be preserved prior to any grading. 4. Any trees proposed for preservation that are lost due to grading and construction activities will be replaced at a rate of 2:1 diameter inches. 5. The Storm Water Pollution Prevention Plan (SWPPP) shall be provided to the City so it can be reviewed by the Carver Soil and Water Conservation District. 6. The plans shall be revised to incorporate Chanhassen's standard details for erosion and sediment control, including 5300, 5301, 5302A and 5302D. 27 Planning Commission Meeting - January 2, 2007 7. In order to ensure that the proposed infiltration area functions properly, the contractor shall minimize the number of equipment trips across this part of the site. Additionally, the lightest equipment appropriate for the job shall be used. Once the infiltration area is graded, the easement area shall be fenced off so no further compaction occurs. The applicant may want to consider planting native shrubs, grasses and wildflowers within the infiltration area instead of sod to promote volume reduction through infiltration and evapotranspiration. 8. A stable emergency overflow (EOF) for the infiltration area shall be provided. The EOF could consist of riprap and geotextile fabric or a turf re -enforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. 9. 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. 10. The plans shall be revised to show a rock construction entrance (minimum 75 feet in length) off Fox Hollow Drive. The rock constriction entrance shall be constructed in accordance with Chanhassen's Standard Detail 5301. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. I1. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $8,450. 12. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Carver County, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. 13. Full park fees in lieu of parkland dedication and/or trail construction shall be collected in full at the rate in force upon final plat submission and approval. 14. Building Official Conditions: 0 Planning Commission Meeting - January 2, 2007 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. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. d. Separate sewer and water services must be provided to each lot. e. Any existing wells and on-site sewage treatment systems on the site must be abandoned in accordance with State Law and City Code. 15. Fire Marshal conditions: a. Add an additional fire hydrant at the intersection of Fox Hollow Drive and Fox Hollow Court. b. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. c. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota fire Code Section 501.4. d. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. e. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. 16. All existing buildings, driveways and accessory structures must be removed before grading commences. 17. Submit calculations of storm sewer and NURP showing that the development meets the requirements of the City and the MPCA. Determine the new HWL for the existing pond and show it on the plan along with the NWL. 18. The swales on the eastern side of Lot 2, between Lots 2 and 3, and the swale west of Lot 3 must have a 2% minimum slope. Also, the swales in the northwest corner of the house of Lot 1, back yard of Lot 2, and side yard of Lot 3 should be moved away from the foundations of the structures. Plantings shall be placed outside the swales to promote drainage. Add spot elevations at the building corners of Lot 1. 29 Planning Commission Meeting - January 2, 2007 t 19. A valley gutter shall be installed at the intersection of Fox Hollow Drive and the private street to convey water through the intersection. Also, provide spot elevations on the curb to ensure curb line has a minimum slope of 0.5%. 20. The proposed storm line connecting to the existing storm sewer shows a bend without a structure. A structure will be required at all bends of storm sewer. Maintain 18 inches of separation between the sanitary sewer and drain tile. 21. On the Grading, Drainage and Erosion Control Plan, show: a) Private street and driveway grades shall not exceed 10%. b) Ground (i.e. non -paved) surface grades shall not be less than 2%. c) Emergency overflow locations and elevations must be shown on the plan. d) Add bottom elevations to the retaining walls. 22. An easement is required from the appropriate property owner for any off-site grading 23. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 24. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 25. All sanitary sewer, watermain and storm sewer within this site shall be publicly owned and maintained. 26. The watermain extension from Fox Hollow Drive must be wet -tapped. Due to the alignment of the watermain in Fox Hollow Drive, it appears that this connection cannot be done under traffic. The sanitary sewer connection on Fox Hollow Drive connecting to an existing stub shall also be completed under traffic. 27. Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water, and storm sewer lines. The actual elevations of existing utilities shall be determined. 28. Install cleanout for the sewer service for Lot 2 due to length. 29. Each new lot is subject to the sanitary sewer and water hookup charges. The 2006 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 30. The utilities will need to be adjusted to allow a minimum of 10 feet horizontal separation between the easement and the proposed utilities. Eli Planning Commission Meeting - January 2, 2007 31. A 10 -foot drainage and utility easement will be required for the front of Lots 2 and 3. 32. The private street entrance must connect to Fox Hollow drive at a 90 -degree angle. 33. Lot 3, Block 1, must maintain a 20 -foot side yard setback along the westerly property line" All voted in favor, except for Dillon who opposed, and the motion carried with a vote of 6 to 1. APPROVAL OF MINUTES: Commissioner Larson noted the verbatim and summary minutes of the Planning Commission meeting dated December 5, 2006 as presented. Aanenson: Just for the public record, we have set up a meeting with School District 112. I just wanted to make this notice for those that may be watching. District 112, they're having a meeting at the Rec Center, January 18`h. 7:00 p.m. to discuss the high school site. We want them to meet with the community before, they have not submitted to be on the Planning Commission yet but we want to give an opportunity for the public to get their comments, concerns addressed prior to a submittal to you so that is set again for Thursday, January 180' at the Chanhassen Rec Center at 7:00 p.m.. McDonald: Okay, will that be a showing of the design for the high school? Aanenson: Yes, the layout. Any questions that you have regarding that. So we'll be there. Representatives of the city staff to answer questions and also the school district. Chairman McDonald adjourned the Planning Commission meeting at 8:33 p.m. Submitted by Kate Aanenson Community Development Director Prepared by Nann Opheim 31 &.4 z U INNO 04 A4 a STAFF REPORT PROPOSAL: Preliminary Plat to Subdivide property into 3 single-family lots with a Variance to allow a private street — FOX HILL SUBDIVISION LOCATION: West of Chanhassen Road (Highway 101) and south of Fox Ho*llow Drive (6570 Chanhassen Road) APPLICANT: 10 Spring Homes, Inc. 7925 Stone Creek Drive, Suite 120 Chanhassen, MN 55317 (952)215-8535 scon@10spring.com PRESENT ZONING: RSF, Single Family Residential District 2020 LAND USE PLAN: Residential Low Density (Net Density 1.2 — 4.0 units per acre) ACREAGE: 1.69 acres DENSITY: 1.77 Units per Acre Gross - 2.19 Units per Acre Net SUMMARY OF REQUEST: Subdivision of 1.69 acres into 3 single-family lots, and a variance to allow a private street. 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. GCANMO Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 2 of 16 PROPOSALISUMMARY The applicant is proposing to subdivide 1.69 acres into 3 single-family lots. The property is zoned RSF, Single Family Residential District. The site is located at the southwest comer of the intersection of Fox Hollow Drive and Chanhassen Road (Highway 101) and contains a single- family home that is proposed to be demolished. Access to the site is proposed off of a private street. All lots meet the minimum lot area, width and depth requirements of the zoning ordinance with an average lot area of 20,183 square feet (these are lots served by a private street and the area of the private street is excluded from the overall lot area). City Code requires a variance to allow a private street. Staff is recommending approval of the variance to eliminate access to Highway 101. This issue is discussed in detail later in the report. Staff is recommending approval of the subdivision with variances with conditions outlined in the staff report. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 3 of 16 PRELIMINARY PLAT The applicant is proposing to subdivide a 1.69 acre site into 3 single-family lots. The density of the proposed subdivision is 1.77 units per acre gross and 2.19 units per acre net. All lots exceed the minimum 15,000 square feet of area, with an average lot size of 20,183 square feet. All proposed lots meet the minimum width and depth requirements of the Zoning Ordinance. The lots are proposed to be served via a private street. The City Code requires a 30 foot front yard setback for lots served by private streets. The front yard is the lot line nearest the public right-of-way that provides access to the parcel. As such, the front lot line is the northerly property line on all three lots. Also, all three lots have frontage on Highway 101. Consequently, these lots are considered comer lots and must maintain a 30 foot setback along the easterly property line as well. All remaining setbacks are 10 feet as they are side yard setbacks. Staff is recommending that Lot 3 maintain a 20 -foot side yard setback along the westerly property line to provide additional buffer for the property to the west. The City may require an increase in a setback when a parcel is served by a private street (Section18-57Streets p-6). Staff notes that the proposal is consistent with the Comprehensive Plan and generally consistent with the Zoning Ordinance. WETLANDS No wetlands exist on site. EROSION AND SEDIMENT CONTROL A NPDES Phase H Construction Site Storm Water Permit will be required from the Minnesota Pollution Control Agency (MPCA) for this site. A Storm Water Pollution Prevention Plan (SWPPP) will be required in conjunction with this application. The SWPPP should be provided to the City so it can be reviewed by the Carver Soil and Water Conservation District. The plans should be revised to incorporate Chanhassen's standard details for erosion and sediment control, including 5300, 5301, 5302A and 5302D. In order to ensure that the proposed infiltration area functions properly, the contractor should minimize the number of equipment trips across this part of the site. Additionally, the lightest equipment appropriate for the job should be used. Once the infiltration area is graded, the easement area should be fenced off so no further compaction occurs. The applicant may want to consider planting native shrubs, grasses and wildflowers within the infiltration area instead of sod to promote volume reduction through infiltration and evapotranspiration. A stable emergency overflow (EOF) for the infiltration area should be provided. The EOF could consist of riprap and geotextile fabric or a turf re -enforcement mat (a permanent erosion control blanket). A typical detail should be included in the plan. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 4 of 16 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: Tvpe 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. The plans should be revised to show a rock construction entrance (minimum 75 feet in length) off Fox Hollow Drive. The rock construction entrance should be constructed in accordance with Chanhassen's Standard Detail 5301. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. SURFACE WATER MANAGEMENT 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 $1,900/acre. Based on the proposed developed area of approximately 1.69 acres, the water quality fees associated with this project are $3,211. The SWMP has established a connection charge for the different land uses based on an average city wide 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 $3,100 per developable acre. This results in a water quantity fee of approximately $5,239 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 $8,450. OTHER AGENCIES The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Carver County, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 5 of 16 GRADING AND DRAINAGE The 1.7 acre site is bordered by Fox Hollow Drive to the north, State Highway 101 to the East and Fox Hollow Subdivision to the south and west. There is an existing house, two accessory structures, and a gravel drive on the site; all of these must be removed before site grading commences. The high point of the site divides the site into two main pieces. Approximately 60 percent of the drainage drains to the new low area in the southeast corner of the site. The remaining 40 percent drains through a series of catch basins and enters an existing pond north of Fox Hollow Drive. A summary of the hydrology calculations is shown on the plans. A report showing the calculations of the storm sewer and NURP will need to be provided to ensure that they meet the requirements of the City and the NIPCA. The swales on the eastern side of Lot 2, between Lots 2 and 3, and the swale west of Lot 3 appears flat. A minimum slope of two percent is required for drainage. Also, the swale in the northwest corner of the house of Lot 1, back yard of Lot 2, and side yard of Lot 3 are near the foundations of the structure. These swales should not direct water toward the foundation. Plantings shall be placed outside of swales to promote drainage. Spot elevations shall be added at the building corners of Lot 1 to ensure drainage. A valley gutter should be installed at the intersection of the private drive and Fox Hollow Drive to convey water through the intersection. The developer's engineer shall also provide spot elevations around the intersection to ensure that the curb line has a minimum of 0.5% slope. The infiltration basin outlet shall be directed east of the berm of Lot 6, Block 5 of Fox Hollow. This will allow the storm water to enter the drainage ditch along Highway 101. The proposed storm line connecting to the existing system shows a bend without a structure. A structure will be required at all bends of storm sewer. Also a separation of 18" shall be maintained between the sanitary sewer and drain tile. Private street and individual driveway grades shall not exceed 10%. Ground (i.e. non -paved) surface grades shall not be less than 2%. Emergency overflow locations and elevations must be shown on the plan. An easement is required from the appropriate property owner for any off-site grading. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 6 of 16 RETAINING WALLS The proposed retaining walls are as follows: Location Length (approximate) Maximum Height (approximate) the driveway of lot 1 100 feet 4 feet -Along Rear yard of lot 1 25 feet 4 feet -Along the west side of the drive of lot 3 25 feet 4 feet Elevations shall be added to the bottom of retaining walls to confirm actual height. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. UTILITIES The developer proposes to extend lateral sanitary sewer, watermain and storm sewer within the development. All utilities within this site shall be publicly owned and maintained. Proposed watermain will extend from the existing watermain within Fox Hollow Drive. The proposed watermain will terminate at the hydrant of Lot 3 having a total length of 270L.F. Due to the alignment of the watermain off of Fox Hollow Drive, it appears that the connection cannot take place under traffic. The connection on Fox Hollow Drive must be wet -tapped. Sanitary sewer for this development will extend off of Fox Hollow Drive. A stub was provided during the Fox Hollow Subdivision which should allow this connection to be completed under traffic. Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water, and storm lines). Actual elevations of existing utilities shall be verified for accuracy. A cleanout for the sanitary sewer service will be needed for Lot 2 because of the length. Each new lot is subject to the sanitary sewer and water hookup charges. The 2007 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. The developer will be responsible for extending lateral sewer and water service to the lots; therefore, the sanitary sewer and water connection charges will be waived. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also 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. The applicant must be aware that all public utility improvements will require a preconstruction meeting before building permit issuance. Permits from the appropriate Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 7 of 16 regulatory agencies will be required, including the MPCA, Dept. of Health, Carver County, Watershed District and MnDOT. EASEMENTS A combined easement has been provided for utility and driveway connections. The utilities in this easement will need to be adjusted to ensure that there is a minimum of 10 feet horizontal separation between the easement and the proposed utilities. The front of Lots 2 and 3 require a 10 -foot drainage and utility easement. STREETS Access to the site will be a private street off of Fox Hollow Drive. The private street must connect to Fox Hollow Drive at a 90 -degree angle. The developer has provided plans showing the street as both private and public. Staff supports the variance for the private street for the following reasons: Less than four houses will be served by this street; Less hard surface coverage will be generated with the private street. A public street has a width of 31 feet while a private street is 20 feet wide. Existing trees will be saved with a private street. The private street within the development will be privately owned and maintained. The street must be built to a 7 -ton design, paved to a width of 20 feet, and utilize a maximum grade of 10 percent. The fire marshal reviewed the proposed turnaround and finds it acceptable. Upon completion of the private street, the applicant shall submit a set of "as -built" plans signed by a professional civil engineer. PARKS AND TRAILS PARKS This property is located within the neighborhood park service area for North Lotus Lake Park. Future residents of Fox Hill will have convenient access to the park from Fox Hollow Drive. North Lotus Lake Park is 19.8 acres in size and features a playground, picnic shelter, trails, hockey rink skating rink, seasonal shelter, tennistbasketball court, and a ball field. Ample off-street parking is available at the park. Many amenities at the park have been updated within the past few years. No additional parkland acquisition is being recommended as a condition of this subdivision. carve[ a Beach Park �•' ' j it - Lotus r.45• garwYH°7 b- 1 5 f � s Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 8 of 16 TRAILS The subject site has direct access to the Highway 101 North pedestrian trail. Upon development, all three homes will abut Highway 101 and the pedestrian trail located on the west side of the highway. No additional trail construction is being recommended as a condition of this subdivision. TREE PRESERVATION/LANDSCAPING Canopy coverage and preservation calculations have not been submitted for the Fox Hill development. Staff has calculated the following coverages: Total upland area (including outlots) 73,700 SF Total canopy area (excluding wetlands) 13,000 SF Baseline canopy coverage 17% Minimum canopy coverage allowed 25% or 18,425 SF Proposed tree preservation 13% or 10,000 SF The developer does not meet minimum canopy coverage allowed; therefore, the difference between the baseline and proposed tree preservation is multiplied by 1.2 to calculate the required replacement plantings. Difference in canopy coverage 3,000 SF Multiplier 1.2 Total replacement 3,600 SF Difference in canopy coverage 5,425 SF Total number of trees to be planted 8 The total number of trees required for the development is 8. The applicant has proposed a total of 8 deciduous, overstory trees and 64 evergreens and 25 ornamentals within buffer yards. No more than one-third of the trees may be from any one species. All of the evergreens are proposed to be of one species. A revised landscape plan showing a variety of evergreens will be required prior to final approval. The subdivision is also required to have bufferyard plantings along Highway 101. Requirements are as follows: Location Re uired Proposed Hwy. 101— bufferyard B 6 overstory trees 0 overstory trees — 20' width 10 understory trees 26 understory trees 330' length 16 shrubs Berm on lots 1 & 2 The applicant generally meets the minimum requirements for bufferyard planting along Highway 101 by planting the overall total of over and understory trees and adding a berm. The applicant is proposing to save many of the existing trees on site. Staff recommends that all trees be thoroughly protected by installing fencing around all groups. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 9 of 16 COMPLIANCE WITH ORDINANCE - RSF DISTRICT Lot Lot Lot Home Area Width Depth Setback Ordinance 15,000 100' 125' 30' front/rear 10'sides BLOCK 1 Lot 1 18,067 115' 260' 307NA 10' Lot 2 19,372 115' 260' 307NA 10' Lot 3 23,112 115' 260' 307NA 20' SUBDIVISION - FINDINGS The proposed subdivision is consistent with the zoning ordinance; Finding: The subdivision meets all the requirements of the RSF, Residential Single Family District and the zoning ordinance if the private street 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; 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. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 10 of 16 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. 7. 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. (s) Private streets serving up to four lots may be permitted in the A2, RR, RSF, R4 and RLM (when less than four units per acre) districts 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. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 11 of 16 Staff reviewed the two possible plat layouts for the site and considered individual driveways off of Fox Hollow. Staff believes that the best option from a safety and environmental standpoint is the private street option. The option of all the lots accessing directly from Fox Hollow with three separate driveways is not recommended from a safety standpoint. Each of the separate accesses creates a potential conflict point with traffic on Fox Hollow Drive, adjacent to a collector street. The second option of a public street and cul-de-sac serving the parcel requires additional grading of the site. The final option of a private street serving three lots is the most environmentally friendly with minimal tree removal. It removes the existing access off of Highway 101 and allows the site to develop. 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: t it 7Yry AL, i rl 1 d ?.W` ✓ IT: t2 (til 5M-41 E --3 \,iJ� 1 ' LOT 3 �, .927', , - in ---------- Staff reviewed the two possible plat layouts for the site and considered individual driveways off of Fox Hollow. Staff believes that the best option from a safety and environmental standpoint is the private street option. The option of all the lots accessing directly from Fox Hollow with three separate driveways is not recommended from a safety standpoint. Each of the separate accesses creates a potential conflict point with traffic on Fox Hollow Drive, adjacent to a collector street. The second option of a public street and cul-de-sac serving the parcel requires additional grading of the site. The final option of a private street serving three lots is the most environmentally friendly with minimal tree removal. It removes the existing access off of Highway 101 and allows the site to develop. 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: t rl 1 Is ✓ IT: t2 1 ' LOT 3 , - in ---------- Staff reviewed the two possible plat layouts for the site and considered individual driveways off of Fox Hollow. Staff believes that the best option from a safety and environmental standpoint is the private street option. The option of all the lots accessing directly from Fox Hollow with three separate driveways is not recommended from a safety standpoint. Each of the separate accesses creates a potential conflict point with traffic on Fox Hollow Drive, adjacent to a collector street. The second option of a public street and cul-de-sac serving the parcel requires additional grading of the site. The final option of a private street serving three lots is the most environmentally friendly with minimal tree removal. It removes the existing access off of Highway 101 and allows the site to develop. 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: Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 12 of 16 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 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. Current access is gained off of Highway 101. They proposed layout will eliminate this access point and redirect it to the private street. 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. This option will minimize grading and tree removal as well as provide less potential conflict with vehicles on Highway 101. The applicant's request is reasonable. Staff is recommending approval of this request. RECONMENDATION Staff recommends the Planning Commission adopt the following motion: "The Planning Commission recommends approval of the preliminary plat for Planning Case 07-03 for Fox Hill Subdivision for 3 lots with variances to allow a private street as shown on the plans dated received December 1, 2006, subject to the following conditions: A minimum of two 21h -inch deciduous, overstory trees shall be required in the front yard of each lot. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 13 of 16 2. No more than one-third of the required trees may be from any one species. Tree preservation fence shall be installed at the edge of the grading limits around all trees proposed to be preserved prior to any grading. 4. Any trees proposed for preservation that are lost due to grading and construction activities will be replaced at a rate of 2:1 diameter inches. 5. The Storm Water Pollution Prevention Plan (SWPPP) shall be provided to the City so it can be reviewed by the Carver Soil and Water Conservation District. 6. The plans shall be revised to incorporate Chanhassen's standard details for erosion and sediment control, including 5300, 5301, 5302A and 5302D. In order to ensure that the proposed infiltration area functions properly, the contractor shall minimize the number of equipment trips across this part of the site. Additionally, the lightest equipment appropriate for the job shall be used. Once the infiltration area is graded, the easement area shall be fenced off so no further compaction occurs. The applicant may want to consider planting native shrubs, grasses and wildflowers within the infiltration area instead of sod to promote volume reduction through infiltration and evapotranspiration. 8. A stable emergency overflow (EOF) for the infiltration area shall be provided. The EOF could consist of riprap and geotextile fabric or a turf re -enforcement mat (a permanent erosion control blanket). A typical detail shall be included in the plan. 9. 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. 10. The plans shall be revised to show a rock construction entrance (minimum 75 feet in length) off Fox Hollow Drive. The rock construction entrance shall be constructed in accordance with Chanhassen's Standard Detail 5301. Street cleaning of soil tracked onto public streets shall include daily street scraping and street sweeping as needed. 11. At this time, the estimated total SWAP fee, due payable to the City at the time of final plat recording, is $8,450. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 14 of 16 12. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase 11 Construction Site Permit), Minnesota Department of Natural Resources (for dewatering), Carver County, Minnesota Department of Transportation, Minnesota Department of Health) and comply with their conditions of approval. 13. Full park fees in lieu of parkland dedication and/or trail construction shall be collected in full at the rate in force upon final plat submission and approval. 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. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. d. Separate sewer and water services must be provided to each lot. e. Any existing wells and on-site sewage treatment systems on the site must be abandoned in accordance with State Law and City Code. 15. Fire Marshal conditions: a. Add an additional fire hydrant at the intersection of Fox Hollow Drive and Fox Hollow Court. b. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance #9-1. c. Temporary street signs shall be installed at street intersections once construction of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota fire Code Section 501.4. d. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. e. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 15 of 16 16. All existing buildings, driveways and accessory structures must be removed before grading commences. 17. Submit calculations of storm sewer and NURP showing that the development meets the requirements of the City and the MPCA. Determine the new HWL for the existing pond and show it on the plan along with the NWL. 18. The swales on the eastern side of Lot 2, between Lots 2 and 3, and the swale west of Lot 3 must have a 2% minimum slope. Also, the swales in the northwest corner of the house of Lot 1, back yard of Lot 2, and side yard of Lot 3 should be moved away from the foundations of the structures. Plantings shall be placed outside the swales to promote drainage. Add spot elevations at the building comers of Lot 1. 19. A valley gutter shall be installed at the intersection of Fox Hollow Drive and the private street to convey water through the intersection. Also, provide spot elevations on the curb to ensure curb line has a minimum slope of 0.5%. 20. The proposed storm line connecting to the existing storm sewer shows a bend without a structure. A structure will be required at all bends of storm sewer. Maintain 18 inches of separation between the sanitary sewer and drain tile. 21. On the Grading, Drainage and Erosion Control Plan, show: a) Private street and driveway grades shall not exceed 10%. b) Ground (i.e. non -paved) surface grades shall not be less than 2%. c) Emergency overflow locations and elevations must be shown on the plan. d) Add bottom elevations to the retaining walls. 22. An easement is required from the appropriate property owner for any off-site grading 23. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 24. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. 25. All sanitary sewer, watermain and storm sewer within this site shall be publicly owned and maintained. 26. The watermain extension from Fox Hollow Drive must be wet -tapped. Due to the alignment of the watermain in Fox Hollow Drive, it appears that this connection cannot be done under traffic. The sanitary sewer connection on Fox Hollow Drive connecting to an existing stub shall also be completed under traffic. Fox Hill Subdivision Planning Case 07-03 January 2, 2007 Page 16 of 16 27. Utility plans shall show both plan view and profiles of all utilities (sanitary sewer, water, and storm sewer lines. The actual elevations of existing utilities shall be determined. 28. Install cleanout for the sewer service for Lot 2 due to length. 29. Each new lot is subject to the sanitary sewer and water hookup charges. The 2006 trunk hookup charge is $1,669 for sanitary sewer and $4,485 for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 30. The utilities will need to be adjusted to allow a minimum of 10 feet horizontal separation between the easement and the proposed utilities. 31. A 10 -foot drainage and utility easement will be required for the front of Lots 2 and 3. 32. The private street entrance must connect to Fox Hollow drive at a 90 -degree angle. 33. Lot 3, Block 1, must maintain a 20 -foot side yard setback along the westerly property line. ATTACHMENTS 1. Findings of Fact. 2. Application. 3. Public Hearing Notice and Affidavit of Mailing. 4. Plans Dated December 1, 2006. g:\planQO07 planning cases\07-03 fox hilhstaff report pc.doc ------ail --------------, _ 1 I I mYe O .�••a,n '" °� mI o I _I �. f FOX HILL I I Z 9 b�Ix. � ! -1 1 7 I L. I Y I r•.'� I I I I rl I8 mlm.v a•.wun lv.,a Ph Pill. Pill Ph I_ ----J V-----------� �� CIN OF CHANHASSEN •�i•`• •manly• 1 1 11 11! Pit • l------------- J 1..1 RECEIVED w ....,...._N......Y...„„,. n_&aw MuaJ mJ•tlnmw rmre.Jn.J•..nwuhilI iYV Y✓— 1 -:"nn. 1 FOX HOLLOW DRIVE J, SE'y I 1 JUN 1 1 2007 ,_,..a „,x..Pi ------ail --------------, u.,.e...m 1 I I mYe O .�••a,n ...... ....w.+n w...... r.....ew.. o I _I crtv'c°vncu optxt Crtvovcnnww•ix,ulxm,w.�A 3aa c.�b.w�'1.aweub.e�en+lu. Z 9 b�Ix. � ! -1 1 7 I L. I Y I r•.'� I 1 1 1: e x n Ph eu. mlm.v a•.wun lv.,a 1 rvn wu.. r.rvv. ranm.. •. N— c.iw x... P....., 1—v.— 1.. uh,— GRAl SCAM •�i•`• •manly• 1 1 11 11! Pit • l------------- J 1..1 ADVANCE SURVEY/NG & ENGINEERING, I 1 \11 --2w.oS-- I�. S W41•52' E /---------------J :0 is Z W CHANHASSEN PLANNING DEPT i u.,.e...m • Yin,as mYe O .�••a,n ...... ....w.+n w...... r.....ew.. OsYY \ crtv'c°vncu optxt Crtvovcnnww•ix,ulxm,w.�A c.�b.w�'1.aweub.e�en+lu. w®x.cMwx„cw. Ww � m•b.,..�...�w'r..wn. xr '-1 norinwxew+n L. couxiruvxnxnsw 1 1 n.b•.q.wnm.aa........w.w 1 m1- i r e x n Ph eu. mlm.v a•.wun lv.,a rvn wu.. r.rvv. ranm.. •. N— u.,.e...m • Yin,as mYe O .�••a,n ...... ....w.+n w...... r.....ew.. OsYY \ crtv'c°vncu optxt Crtvovcnnww•ix,ulxm,w.�A c.�b.w�'1.aweub.e�en+lu. w®x.cMwx„cw. Ww m•b.,..�...�w'r..wn. xr �e..nymbw — iy . 2. l' l.r. on,M. pl °a1W_ JnJ_ w l-„,.w,n Phil .1 c.iw x... P....., 1—v.— 1.. uh,— GRAl SCAM 11 11! Pit 1..1 ADVANCE SURVEY/NG & ENGINEERING, b7 -o3 Recreation Center MEMORANDUM 2310 Coulter Boulevard TO: Sharmeen A]-Jaff, Senior Planner CITE OF The subject site has direct access to the Highway 101 North pedestrian trail. Upon ] g Y Pe P CUMNSEN FROM: Todd Hoffman, Park & Recreation Director 7700 Market Boulevard DATE: December 14, 2006 PO Boa 147 recommended as a condition of this subdivision. Chanhassen, MN 55317 SUBJ: Request for Subdivision of Property into Three (3) Single -Family Lots Administration with Variances on Property Located at 6570 Chanhassen Road and Phone: 952.227.1100 Zoned Residential Single Family — Fox Hill Fax: 952.227.1110 Applicant: 10 Spring Homes, Inc. Building Inspections It is recommended that full park fees in lieu of parkland dedication and/or trail Phone: 952,227.1180 PARKS Fax: 952.221.1190 shall be collected in full at the rate in force upon final plat submission and Engineering This property is located within the neighborhood park service area for North Lotus Phone: 952.227.1150 Lake Park. Future residents of Fox Hill will have convenient access to the park Fax: 952.227.1170 from Fox Hollow Drive. North Lotus Lake Park is 19.8 acres in size and features a Finance playground, picnic shelter, trails, hockey rink, skating rink, seasonal shelter, Phone: 952.227.1140 tennis/basketball court, and a ballfield. Ample off-street parking is available at the Fax 952.227.1110 park. Many amenities at the park have been updated within the past few years. No Park & Recreation additional parkland acquisition is being recommended as a condition of this Phone. 952.227.1120 subdivision. Fax: 952.227.1110 Recreation Center TRAILS 2310 Coulter Boulevard Phone:Fax: 2.22 .14400 fax: 952.227.1404 The subject site has direct access to the Highway 101 North pedestrian trail. Upon ] g Y Pe P development, all three homes will abut Highway 101 and the pedestrian trail Planning 6 located on the west side of the highway. No additional trail construction is being Natural Resources Phone: 952.221.1130 recommended as a condition of this subdivision. Fax: 952.227.1110 RECOMMENDATION PublicWorta 1591 Park Road Phone: 952227.1300 It is recommended that full park fees in lieu of parkland dedication and/or trail Fac 952.227.1310 construction be collected as a condition of approval for Fox all. The park fees Senior Center shall be collected in full at the rate in force upon final plat submission and Phone: 952227.1125 approval. Fax: 952.221.1110 ATTACHMENTS Web Site www.ci.chanliassen.mn.us 1. Park and Trail Map SCANNED GAPr.AM2007 Planning CasesMV-03 Fox HilMark Repora.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. This nap is nesher a Iagail recorded =1 nor a survey and Is not intended to be used mare. TMs map is a completion of records, information and data located in various city, county, state and tedemi offices and other sources regarding the area shoves, and is to be used for reference purposes only Thw" does not warrant that the GeogrepNc Information System (GIS) Data used to prepare Nis map are error free, and the City does not represent Nat me GIS Data can be used for navigational, bacWng or any afar purpose raquring aaacting measurement of distance or drection or precision in Ne depiction of geograpftla featuresn mors or discrepancies are tound pease contac1952-227-1107. The prececing disclaimer is provided pursuant to Minnesota Statutes §466.00, Subd. 21 (2000), and the user of this map acknowledges that Na City shall not be liable for any damages, and expressly waives all claim. and agrees to defend, indannl y, and hold harmless the City from any and all claims brought by User, im employees or agents, or third parties which area out of the users access or use of data provided. _ _ - _ CITY of 7700 Market P.O. Box 147 Chanhassen, Minnesota 55317 www.d.chanhassen. mn.us 049J82036654 $ 00.390 u v 12/21/2006 Mailed From 55317 US POSTAGE NIXIE SS3 1 06 04/13/07 RETURN TO SENDER UNCLAIMED UNABLE TO FORWARD BC: 38317014747 *1278-03014-21-43 6111,1116111111111111111161111116111111116 611611611111 IE,—A KHAMPHENG XIONG UNC 6460 FOX DR CHANHASSEN, MN 55317-4590 1.1i11,111niJJ,iIiLLLIiilliti111,11Lii1LL1 SCANNED Notice of Public Hearing 0-7—Q3 Chanhassen Planning Commission Meeting Date & Time: Tuesday, January 2, 2007 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of thea endo. Location:Cit Hall Council Chambers 7700 Market Blvd. equest for for Subdivision of property into three (3) single - Proposal: family lots with Variances on property zoned Residential Single —4p Family —FOX HILL p IIcant: SOspring Homes Inc. Property 6570 Chanhassen Road Location: 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 What Happens ublic hearing through the following steps: at the Meeting: Staff will give an overview of the proposed project. The applicant will present plans on the project. . 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 visit the City s projects web page at: www.ci.chanhassen.mn.us/sery/plan/07-03.html. If you wish to talk to someone about this project, please contact Sharmeen Questions & AI-Jaff by email at saliaffOci.chanhassen.mn.us or by phone Comments: at 952-227-1134. If you choose to 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 on the project web site listed above the Thursday prior to the Planning Commission meeting. City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Weiland 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 spokespersonlrepresentative 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 Plannino Staff person named on the notification. SCANNED CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 07-03 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, January 2, 2007, 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 Subdivision of property into three (3) single-family lots with Variances on property zoned Residential Single Family located at 6570 Chanhassen Road — Fox Hill. Applicant: 10 Spring Homes, Inc. A plan showing the location of the proposal is available for public review on the City's web site at www.ci.chanhassen.mn.ugserv/plan/07-03.html or 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 Al-Jaff, Senior Planner Email: saliaff@ci.chanhassen.mn.us Phone: 952-227-1134 (Publish in the Chanhassen Villager on December 21, 2006) Thomas J. Campbell Roger M Knutson Thomas N1. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehlcr Matthew K. Brokl' John F. Kelly Soren M. Mattich Henry - Schaefer, III Alias Schwartz Craig R. McDowell Marguerite M. MtCarron ° Akr. Um,. -cd ie 4"'i;aonsin CAMPBELL KNUTSON PrO?ES51Ornai Association Direct Dial: (651) 234-6115 E-mailAddress: rknuison@ck-hrw.com January 2, 2007 Ms. Sharmeen Al-Jaff City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 RE: DEDICATION OF RIGHT-OF-WAY FOR HIGHWAY 101 (FOX HILL DEVELOPMENT) Dear Sharmeen: You asked for my opinion on comments made by a resident in conjunction with the proposed Fox Hill development. The resident believes the City should require the dedication of land for the potential future widening of Highway 101. According to his email "the City can require whatever it wants of a property owner." I disagree. There are both constitutional and statutory restraints on what the City may require subdividers to dedicate to the City. Minn. Stat. § 462.358, Subd. 2b and 2c provide in part: Subd. 2b. Dedication. (a) The regulations may require that a reasonable portion of the buildable land, as defined by municipal ordinance, of any proposed subdivision be dedicated to the public or preserved for public use as streets. xxx Subd. 2c. Nexus. (a) There must be an essential nexus between the fees or dedication imposed under subdivision 2b and the municipal purpose sought to be achieved by the fee or dedication. The fee or dedication must bear a rough proportionality to the need created by the proposed subdivision or development. 1380 Corponte Cease: Curie Suite 317 • Fags.:, IN 55121 The court in Collis x Rloomiazton, 246 N. W.2d 19 (1976) construed the "reasonable" X51-452-5or., requirement as follows: Fax o51 -i52-555 4�,v ck-ia .cnrtt Ms. Sharmeen AI-Jaff City of Chanhassen January 2, 2007 Page 2 A "reasonable portion" is construed to mean that portion of land which the evidence reasonably establishes the municipality will need to acquire for the purposes stated as a result of approval of the subdivision. This is, of necessity, a facts -and -circumstances test, but it is the only kind of test that will consider the myriad offactors which may bear on a municipality's needs for certain kinds offacilities and the relationship ofa particular subdivision to those needs. Subsequently, in Middlemist v. City ofPlvniouth, 3897N.W.2d 190 (1986) the court held: Some uses, such as freeways, major arterial highways or area -wide sports facilities, may have such a negligible relation to local development that dedication may not, as a matter of law, be required ofa particular subdivider. The proposed County Road 9, however, as a "minor arterial road, " is designed primarily to serve short, local trips. Thus, although not attributable to the Middlemist addition alone, the need for the road may have a sufficient relation to local development, of which Middlemist's development is apart, to support a dedication requirement. The United States Supreme Court has also weighed in on the subject, limiting the City's right to required dedication of land, Notion v. California, 483 U.S. 825 (1987) (requiring that there is a substantial nexus between the development condition imposed and some particular problem or need generated by the particular development); Dolan v. Tigeard 512 U.S. 374 (1994) (holding that a dedication must represent only the fair share of the problem addressed by the dedication). The City cannot require the dedication of land for the future widening of Highway 101 unless there is a nexus or rough proportionality between the need for the widened highway and the demand placed on the highway by the development and other local development in the vicinity. Although this is a factual question, it does not seem likely that the required nexus exists. RNK:sm Regards, CITY OF C)IANIIASSEN MEMORANDUM 7700 Market Boulevard PC Box 147 Chanhassen, MN 55317 TO: Sharmin Al-Jaff, Senior Planner Administration FROM: Mark Littfin, Fire Marshal Phone: Phone: 952.221.1100 2. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, Fax 952.227.1110 trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. Fax: 952227.1110 DATE: December 11, 2006 Building Inspections firefighters. Pursuant to Chanhassen City Ordinance #9-1. Phone. 952.227 Fax 952.227 1190 SUBJ: Request for subdivision of property into three single family lots with PFax:952227.13100 variances on property located at 6570 Chanhassen Road and zoned Engineering Residential Single Family. Fox Hill. Applicant: 10 Spring Homes, Inc. Phone. 952.227.1160 Code Section 501.4. Fax. 952.227.1170 Fax: 952.227.1110 Planning Case: 07-03 finance installed. Such protection shall be installed and made serviceable prior to and Phone. 952.227.1140 Fax: 952,227.1110 I have reviewed the subdivision for the aboveproject. In order to comply with the P Y Chanhassen Fire Department/Fire Prevention Division, I have the following fire code or Park a Recreation city ordinance/policy requirements. The plan review was done based on the available Phone 952.227.1120 information submitted at this time. If additional plans or changes are submitted, the Fax: 952.227.1110 appropriate code or policy items will be addressed. Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 1. Add an additional fire hydrant at the intersection of Fox Hollow Drive and Fox Fax: 952227.1404 Hollow Court. Planning s Natural Resources 2. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, Phone: 952.227.1130 trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. Fax: 952227.1110 This is to ensure that fire hydrants can be quickly located and safely operated by Public works firefighters. Pursuant to Chanhassen City Ordinance #9-1. 1591 Park Asad PFax:952227.13100 3. Temporary street signs shall be installed at street intersections once construction Fax: 952.227.1310 of the new roadway allows passage of vehicles. Pursuant to 2002 Minnesota fire Senior center Code Section 501.4. Phone: 952,227 1125 Fax: 952.227.1110 4. Fire apparatus access roads and water supply for fire protection is required to be web site installed. Such protection shall be installed and made serviceable prior to and www.ci.chanhassen.mn.us during the time of construction except when approved alternate methods of protection are provided. 5. No burning permits shall be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. gAsafetyknlxplrev07-03 The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A geat place to live, work, and play.