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CAS-26_LAKESIDE - SIENNA CORPORATION - FILE 2 OF 314?11 nL •y - 0 /X�r ' E SO 1.- Il - ^vnO o x oI 0 CA 5.2%BW 903.4 I 0 � n 0I RE 05.0 o O 1 B 901.48% h• 2 J Cb 5.5% N T co CT/ W 0 1� 0 5. nX x $ o CIV REMOVE EXISTNG SANITARY o I o^ Y N In I SEWER MANHOLES AND PIPE 2 ° m (�� 1 ------ _ B ^ I -� -0 o LO V M O O O I- - 4.5% J 1 1 pUTLOT 9p0 EB W 3 W �T o o o M 111.0 1 I N� 1 I I 900� xJEl 31 �I W 0) O o j W I ! 110a! x "' x 4.1% co o [BULKHEAD EXISTING MANHOLE 0w o1. j ,ABANDON INPLACE SANITARY' i� 0 i I M �X --AM I J o lu INSTALL WOOD FIBER BLANKET SEWER PIPE : m Ir> M m x o ta lol I n 1 1 W I o °i J 1IM 1 CO0 to 0 o m Ix / • c� I 3. % Ch 8 o n I° Q I I .s% In, s% ^ g N r� -CO- to In 4. F 8 f I I rn m o 1 m 7 d / 1 I > J I J r�ao W rn 3 0, I j 1 .- • 1 n 21 4.W 3 • '. V N 1 1 a I 1 1 ''. Q W 8 ' 2 in _ V OI � O 5.1% I LLJ ► n ^ L - 1 0o t O I tto p ap m U Q / N Y " 4.1% a i i INSTALL SILT 75 Lv o .. / J .' I I I ( FENCE (TYP.) N Q r'1 m V 9 1.7 ° 7- 7.4 JTYPE 1 i,4 INSTALL WOOD ew Bs1. O 8 f vJ a°1D a 2 N FIBER BLANKET 1 3 w + r N 1 N I� X I�I I a s. % M I $ ao 0 1 L) a IIIl o l cc A TW88.0 n Wr O I .J ~ o W t / _ � BW 889.5 , BW 9 .0 U 9. % F I $ W 1 x o o! I Qi (n x U) M'J M V 8 ro O aD 11 1 LIJ I o n 2� A � 17 p '4 I ° O 5 • ® m m X BW B9 I 't Q ` Z �r mcc, Bw Bs7.o JJJ 1 1 V BW 892.0 ° BW 897.0 .. 4 Co I ,, In 1 T °D- m 2Ma EO n 3.7% U y W� %� N W I O _ LLJ1 3 t+ H ° M .O O .i O W v OWD Or I I 4.4% CITY OF CHANHASSEN 1 ' I RECEIVED TW / r do 1r OD .-. O d a a m 1 0 '� _ FEB 17 2012 or J B^ 02.2 r- I �_ X o Ix CHANHASSEN PLANNING DEPT - W 04 -- / 111 ` X' r'' I ap IOni .-• II < o e II I 1 I $.2% lap GROUND ELEVATION KEY ® BUILDING LOWEST FLOOR TIN 912, $62.0 ELEVATION BW 9o9.0 (982.5) HOUSE TYPES R -RAMBLER TOP OF FOUNDATION TF�_971.4 LORAMBLER ELEVATION i - - i LOOKOUT I WO GARAGE FLOOR 971.0 WALKOUT ELEVATION *WO -MODIFIED RAMBLER be DRIVEWAY WALKOUT Mj GRADE ! O a..�Fw 0 4.0% 2 OD Ol W I �' C)co 0 00 I 1 I I aDl 46 5.1% s J REMOVE EXISTING STORM SEWER 11 3 T n I I �8 STRUCTURE AND PIPE., I I 3 i n • I M I I I � a.0% a� I ... w MIS- C4 BULKHEAD EXISTING CATCH BASIN �` amQ °D m �� v Bi es3,a o xg �� o C aif w � i • � � � ° � ta1�p J o BW 887.0 BW 894.0 cJ Tr m BW 885.5- 0 tt o I� 0 7 tti m o BW 894.0 0coV - BW 888.0 I a 1- m r n' r i __.---- - 894. ...... rnI � � BW 893.0 I BW 893.0 9. 1_ BW Go m F I SEE SHEET 5 WT A INSTALL SILT FENCE (TYP.) TYPE 1 I I WI -- �I W at 7'8% M 2 n W �, g WI O i � N 0p;� S Of 3 WI tn to o OD 14 N _ .- D l 9O4.0 , - �- 96.0 yes 1ew 902.o o I BIN 900.0 I■) 1 � • I , 1 I 1 I 5.6% I I m m v M g + m tri o .. QNi%-. .. _4 �..._ OO I \ '1 , `- TA n O W 89IL 6L N x X I �~, .. _.....,._i. 6I 0 3.8 - e 'PRINTED �3 \ i \ / w 9 1 I - 1 I M 1 FEB 16 2012 0 15 so 60 902.3 8. REVISE GRADING OF ALL CHARLES CUDD BUILDINGS AREAS AND REAR YARDS. 15. REVISE GRADING FOR LAKESIDE 67 H AD 1 N SEE SHEET 3 1 O 7. REVISED RETAINING WALLS AND GRADING ALONG EAST PROPERTY LINE. 14. REVISED BACK YARD SWALE WITHIN LA R.EY DRIVE LOOP. I.._ r t, cJ X a o PIONEER 13. REVISED SPOT ELEVATIONS AT REAR OF CHARLES CUDD BUILDINGS ALONG EAST PROPERTY LINE. + ' ~ W N3INEERINR P.A. 6.2ND ADDITION LOT NUMBERS. I 1 5. SPOT ELEVATION AT REAR BETWEEN LOTS 3 & 4. BLK.2. 12. NEW STREAM & TRAIL LOCATION AND GRADING. I p n W GRAPHIC SCALE F IN FEET PT *N E ER 4- LAKE RILEY 3. AREA DRAINS AND PIPE BEHIND UNITS 1l1 B j3� 15+50; LOTS IUl 14Q & 1 11 BLK.2 ELEVATIONS AND GRADING 11. NEW WDGDA DI BUILDINGS AND GRADING FOR LOTS 8-11, BLOCK 2 AND 1 a•1 10. REVISED GRADING & ELEV S. ALONG EAST PROPERTY LINE BEHIND ALL CHARLES 7-149.CUDD BUILDINGS. x '� 1 2.6 I I �0 vI I engineering 2. PER CITY REVIEW. 9. REVISED GRADING & ELEV S. OF ALL CHARLES CUDD BUILDINGS AREAS AND REAR YARDS. 1. PER OWNER. NEW TRAIL & WATER FEATURE LOCATION AND GRADING. CNILENGINEMS LANDPLA-V41EMS LANDSGRVEYORS LANaNCAPEARCEETECIS I hereby certify that this plan was prepared /J,p� Revisions 1. 10/19/06 5. 12/21p6 13. 10/18/�D7 Date 10/2/06 GRADING & EROSION SIENNA CORPORATION 2422 Enterprise Drive 201 BSth Avenue N.W. Coon Rapids Office Coon R ds, MN P me or under my direct supervision and [hat 1 Name - I Paul I. Cheme 2. 10/24N6 6. 1/3317 10.9.5/17/076/19A) 6/20/07 14. 6/16118 DesignedPJC 4940 VIKING DRIVE, SUITE 608 Mendota heights, MIN 5-948 .5.5433 am duly Licensed Professional Engineer 3. 11/1/W 11. 7. 11. 15. 2/16/12 - CONTROL PLAN (65l)681-1914 Paz:681-9488 (763) 783-188U Fan:783-1883 83- 19860 under the laws of the State of Minnesota. Reg. No. Date 10 2�06 a of M 4. 11/10/O6 8. 3/Sp7 12. 10/3pD'7 15/077 10/3/07 Drawn SAC EDINA, MINNESOTA 55435 END SILT - FENCE (TYP.) TYPE 2 �'� ✓ INSTALL WOOD _ FIBER BLANKETOf -� it t t It• 1 • It • \ `,. 00 INSTALL SILT cJ^ FENCE (TYP.) E 2 ��. TYP�� •o n X •�' BEGIN SILT FENCE (TYP.) \ TYPE 2rip I OUTLOT••A.••••••''''''''' Au w +o • T;C w ' W 43 C O 2 Q INSTALL WOODcp FIBER BLANKETCS co C' f N • m INSTALL SILT M 3 FENCE (TYP.) CA • V L co TYPE 1 960 TW 902.0 ' BW 900.0 i • CS �� • �W 94. 1 1 PI8NEERengineering CIVE.ENGRS'EER5 LANDPLANN'ERS LANDSIIRVEYORS LANDIWAPEARL'HIIECIS 2422 Enterprise Drive Coon Rapids Office 201 85th Avenue N.W. Mendota Heights, MN 55120 p Coon Rapids, MN 55433 (651)681-1914 Fax:681-9488 (763)783-1880 Fax:783-1883 a N N 0) 5095ii ... _ OUTLOT D F.F.-917.0 Building C 8" TEMPORARY OUTLET STRUCTURE SEE DETAIL ' -� OIEL- 914.4q O / (106 i�_TC 12.5�t•1 TC 13.6 /' -- �� 6` X"1 1 rC �X tC 15.5 �4'3 / p, OO J _ _RtLEY_ _15 00 r , 5.00% • Okg� o / O 1 / + O 912 910 7 \\ x WATERFALL ' FEATURE \ $ a BY OTHERS GROUND ELEVATION - O BUILDING TOP OF FOUNDATION ELEVATION GARAGE FLOOR - ELEVATION INSTALL WOOD FIBER BLANKET INSTALL SILT FENCE (TYP.) TYPE 1 KEY FLOOR HOUSE TYPES R RAMBLER TF-971.4 LO-RAMBLER LOOKOUT i WO -RAMBLER WALKOUT 971.0 *WO -MODIFIED RAMBLER 0I DRIVEWAY WALKOUT 00 ri GRADE E LEGND X II ,� 0 1 0 0 03..0 �aQq 8% W 31 v I I I WOOD FIBER BLANKET o BW 909.0I 1 1 1 1 I ;h 1 Of 77_8% l r SI5z o h pRy � o + M 4� % oto �� /► $ ; I N` I i , 3 o to o I S o I Fj w;OU I LOT 900 EB w, O 0- o Oi n p i V a ( I F 4.�, to r- r 8% ' 3 1 J'II 1! r a `O N U LL x Iy ^ T � • _I w n ', 0 1 T �X xo w of 0 15 30 80 n 'AN I I O �� I C I _ - - W U 9, = ! GRAPHIC SCALE IN FEET 4.53 rn N I 18, REVISE GRADING FOR LAKESIDE 6TH ADDITION. <' C4I + 17. REVISED BACK YARD SWALE WITHIN LAKE RILEY DRIVE LOOP. O v p O M 0 16. REVISED SPOT ELEVATIONS AT REAR OF CHARLES CUDD O BUILDINGS ALONG EAST PROPERTY LINE. ---x BW 909.0 15. NEW STREAM & TRAIL LOCATION AND GRADING. ++ 4.1% W �' A W - 14. NEW WOODALE BUILDINGS AND GRADING FOR LOTS 8-11. BLOCK 2 AND 147-149. � W SEE SHEET 4 5 SWALE AREA ON NORTH SIDE OF BLDG. C. 4. LAKERILEY PROFILE FROMTO 15+50; LOTS 101-149, & 1-11 BLK.2 ELEVATIONS AND GRADING; NEW BLDG. TYPE FOR LOT 148. 9. REVISED RETALNING AND GRADING ALONG EAST PROPERTY LINE. 13, RF.VIS .D O AD G F.LFV'S. ALONG FAST PROPERTY I-MF. BEHIND AIJ. [•HARLES CUDn BTiIT.DINGS. 12. REVISED GRADINGOF ALL CHARLES CUDD DINGS AREAS AND REAR YARDS. DINGWAT& ROM S TAB. 1375 3. AREA DRAINS & PIPE ADDITION LOT NUMBERS. E LOCATION AND GRADBUI TFEATURE 2. PER CITY REVIEW. 7. GRADING ON NORTH SIDE OF BLDG. C TO TH 212 R/W LINE. 1 L ADDED WETLAND FILL AREA. I. PER OWNER. 6. GRADING NORTH OF TRAILS FOR PROPOSED WATERFALL FEATURE. 10. REVISE GRADING OF ALL CHARLES CUDD BUILDINGS AREAS AND REAR YARDS. PIONEER ENGINEERING, P.A. COTTER OF u D e SHU e�� FU22 ENTERPRISE DRIVE ❑ COON201 �AV IDS, NW MENDOTA HEIGHTS, MN 55120 COON RAPIDS, N 55433 PHONE: (651) 681-1914 PHONE: (763) 783-1890 FAR: (651) 681A488 FAX: (763) 783-1883 TO: Bob Generous City of Chanhassen 7700 Market Boulevard Chanhassen, MN 55317 CORRESPONDENCE SENT VIA: ❑ MAIL ❑ FAX: ❑ OTIM I DATE: October 17, 2007 I JOB NO. 205207 ATTENTION: RE: Lakeside ❑ PAGES INCLUDING TRANSMITTAL COPIES DATE NO. DESCRIPTION 6 Full scale Central Park grading, landscaping, waterfeature, and streambed plans 1 Ilxl7 reduced THESE ARE TRANSMITTED AS CHECKED BELOW ❑ FOR APPROVAL ❑ FOR YOUR USE ❑ AS REQUESTED ❑ FOR REVIEW AND COMMENT REMARKS: Bob, Here is the plan set for the central park water feature and streambed including landscaping. These are for your review and comment Construction has been started on the pond at the south end of the central park. The final landscape plan is subject to change based on budget considerations. Thank you, Jenni Thompson, RLA COPY TO: SIGNED: Jenni Hattervig, RLA Land Planner JHanervig @ Pimmreng.com IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE LAKESIDE CENTRAL PARK LANDSCAPE, GRADING, WATER FEATURE, AND STREAM BED PLANS CHANHASSEN, MMNESOTA 1 -7/ X LNa RIIfY LOCATION MAP W S SHEET INDEX G1—G7... GRADING PLANS (PIONEER ENGINEERING) L1—L6.... LANDSCAPE PLANS (PIONEER ENGINEERING) TI .......... WATER FEATURE DETAIL (THEMESCAPES) CITY OF CHANHASSEN RECEIVED OCT 1 7 2007 CHANHASSEN PLANNING DEP- Prior to any excavation the contractor shall verify the location of all underground utilities. Call 48 Hours Defile digging: a ya va M GOPHER STATE ONE CALL Twin City Area (651)454-0002 PIONEERerwineeTing Ga MC WC W eeer Mn. Tall Free 1-800-252-1166 vumwr`i `yaw ssiv Cam Rapids Oflia SIENNA CORPORATION LAKESIDE w ne Zrn �6f�W��s�ru9�9xi no)m mrnu�m �ma.. uro. asanr bw Ma v.e�5_ CENTRAL. PARK 4W VD(LYG DR MLYN Ljs MA SLl[ _ CHAMIASSQ! &a'A I OF PIONEERene7Leeri11g _ w... wssuo Cava Rpa, ww,e Ofm mlwr...exw rrv,ralm �,¢Im LAKESIDE GRADING & EROSION CONTROL CONSTRUCTION PLANS CHANHASSEN, MINNESOTA Bearpath Golf Course •I 7 j 1 � i lVn IwT dew �IVIp05 lm6 • /CI: .IAo11 s asIN � GR we SCAtE N' FEET LOCATION MAP no sc.� 1. COVER SHEET 2-5. GRADING & EROSION CONTROL PLAN 6. DETAILS 7. CHARLES CUDD GRADING DETAIL BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING *180 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION-886.79 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING *490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.13 Prior to any excavation the contractor shall verify the location of all underground utlities. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area (651)454-0002 Mn. Toll Free 1-800-252-1165 LAKESIDE I Gl or - lk2 X i SEE SHEET 3 B Vi INSTALL WOOD \1 FIBER BLANKET e - _jam � � �� ` ;• 1-�-_.,, 1NTROL I N 5 POND 1 N.WL= 871.0 100 YR. H.W.L.— 877.2 STORAGE 6.15 AC.FT. r NPOOL VOLUME=293 AC.FT. eT � d rr FE�e \ .\�0\ e \ \�\ 1 0B I INSTALL WOOD �� 1 _FIBER BLANKET_ _ LTINAN BOW 71 PISNEEReVinee ng — — --- waCW9'�ip.°n�wssm RApids Odoe osves.Lwvm _-..._. t, KEY LOM6T aMA pEVATM ` PigllO FIEVAIYJI %?•a \ \V ••\ •\ •BINLN4 1�L�L1 \_ ••\ \ \ • •VP R--RAYBIEA '�� \`•\ `\ ,CP a�RWM9A9CN �p„.{ LO—RI ruvAnw — — LWI{WTdlT 1 � \�., •\, ••\\ •`\ , cac�vA�°°` ^Yn.O .wo—W e�ic�R MA.y uxw, o s so eo �' • �,. ` GIWMC SCA M eeer BeorPoth Golf Course INSTALL WOOD, - LEGEND FIBER BLANKET \ .. conRRcnm .Au 9 INSTALL SILT - ,\ � V A A� 1 i) i Wuo9 neLx eLWRR L 1$ \ FENCE (TYP.) TYPE 1 ,moo✓ 00 � • 5- TEMPORARY\ e OUTLET STRUCTURE d SEE DETAIL \ �o - .! .• '•., ' •.` �.`i ROCK �gp ENTRANCE 14\ A y= INSTALL WDOD e •� \\ FIBER BLANKET - Fe Yc 0 F.F.�W 0.8 4'• � i \ .� \ •• L INSTALL SILT- JCALiI—__ FENCE (TWJ{,. S O1r__ TYPE GRADING & EROSION CONTROLPLAN LAKESIDE I G2 7 MQiN6 . A mm�SEE SHEET 4 2 2 - 24' TEMPORARY Ell 49 OUTLET STRUCTURE ROCK CONS7RUUTIM ENTRANC\E > Rm � 8-% L 4 0 II EYCAVATE TEMPORARY DITCH % TO POND. INSTALL TEMPORARY 24" KEY CIAP CULVERT UNDER PROPOSED ROADWAY D Al1w z wp- AT 100 YR. H.W.L= 8 ARY EXCAVATE TEMPORA IUCTU DITCH TO POND < INSTALL FENCE ( ` — ., - I a- 0 TYP "N 1 1- 1 0 'TYPE I 1'\ (I I \ , --- j-L. '\ :1 - T \S % I -6 INSTALL SILT Do Buildirig FENCE (TYP.) (D NEI < VV ILU I z IN CL 0 91zo I INSTALL WOOD FIBER EILANKET\ m 0 24* TEMPOR <OUTLET STRUCTURE \OUTUET 66N1 A. STRUCTURE ---------- TALL WOOD FIBER BLANKET 0 ow �o LEGEND N*1 'INSTAL WOODPON 11 FIBER BLANKET R. N.W.L- 871.0-F.F.-90&0 100 YR. H.W. =o STORAGE-6. POOL VDLUME-Z. Awl. 0 e 4 iV Building A Ga HTC SCp M seer E��—SHEET fl KIM, - PIONEER 1127 �-- TV eVneenng MW Cp OfB�.mam O�RAUON IDE 1 7 GRADING & EROSION SIENNAC LAKES G3 or mmselrmsms:et rem® Sex. wmCONTROL PLAN 4WV�DMFS�M L MNA.MINNB TA55a35 I CTUNRAS , 981N60fA SEE SHEET 5 KEY 147 aom F EVAzax I Incv,mWioc«vuwL-GMAX11" .retismnm / INSTALL SILT a 1 FENCE (TYP.) •'.�` eN ,R! € ' i ' , 3 TYPE 1_jy / •11 `.\' _ +e o. y8rh P I^ j i R .'i I _ •I I ,ems/ ' �' REMO �SIING`SANIT su-�' •a SEWER MANHOLES AND PIPE •` � � �` I � L s I �+ Iri , �, } �_ _ _ r= IJJL'j_ •'_+ g l v n 8 -1 = f - 7I'VG- _ 3 v `I I BULKHEAD EKISTNC MANHOLE \ i .& �>z "r ij wszq'II. \ABANDON INPLACE SANITARY' •,` ! INSTALL FIBER B SEWER PIPE t IEj ws b LNN'KT1 �` VVVI 14 r' Ix 1, 42 � F d 1 II T e y� \ } �t T \ , ( BEGIN SILT \ FENCE \\ ( TYPE 2 0 'INSTALL WOOD — FIBER BLANKET c N I�`. / m INSTALL SILT-=- FENCE (TYP.) L TYPE 1 ,( 0 1� J ,t� END SILT f FENCE (TYP.) \ j TYPE 22 n A E - INSTALL WOOD _ FIBER BLANKET IE TLAN D i < E INSTALL SILT 4 (, FENCE (TYPJ TYPE r11 PMNEEReneT1emiIg ebr.°=.a.vim Cam Rapids Offi¢ W=Wbin lolwl.nu wvuwu owmluo eaanlm 10 1 SEE SHEET 4 ii ;I - Building OUTLOT D C I 8- IEIAPORARY OUTLET STRUCTURE _ SEE DETAIL i � Qt23 Q ta. Q 1t5 ( mat u+DD i '1`,.tmOmD'1 11 �' _ 4— —PC t !" yL-• - t00 Z � �. \ Ig• I 1 1 � , i 1 I n I w3 �I m I f I I n I o o _J 1 t EI I PROMi�_\__ L ITT 1 MLSBIHVAIOE.W GALLwfSMEw BLDDlYRRInf YI �� GRADING & EROSION CONTROLPLAN mmm�l!m KEY Lacs RLDR 8620 ¢cvAnw warn FIEVARw (9l25) • etnntc N u rnas Wy1P R—RILBIEn TCP Cf MNDAPW LO--R.W91FA LOOKOUT C.tER•1AZMWRtdl 9T.0Ydl aIm.tQ--y0 A. 0 "AY e mnc I/ Jp I INSTALL MOOD - \ FIBER BLANKET 1 .. TYPTYP N...., I E 1 1 t 1 i 1 I , I I a 1 t 1 I ` r LEGEND t ' J j 00 wo D Da� a NET t I .0 O U: 1 li t f ' O Y.9W.o \I CRAPBIC SCd1E w PEST 1119 .0 IS NEvsnl6W Al4uL16At1M.1Ml4uM' �k I 1 e. ns. waawa eulnxra uro� � Fp 109411. BICQiAm IR-IN. LAKESIDE G5 CHANFlASSFN. MPiNflWfA Daum IROCK �GN nTm INTUMINDUS MAIL ON LYMAN BL`A. CIIO6Bm Fv�i'a o saDD INTERIOR AGGREGATE TRAIL rr. ...r.w.r_ or== ma"M�lfim� r �• I I I j I � •Wbl r 1Bnor � L.<Nm r oAs B A�A.n a 4 1d41m 901A0 r Ian aY. uA tp .mdAT: b® wean) m.:crznB sw.a uz o� wvml TMCAL SECTION LAZEIdf ,,RNE R PA9E,E,T SFL,Ip. =r R 'Em TYPICAL SECTION LANE RREY TIM IN PAg MC v.LLnNAUK�OAAN silm COOo, T..p&Of . WI 9- L NI !@IW1-194 F¢W19N! !)Wl!611W Pu!Itilp9 B• Lb9VETE SwE . e r CL SAct.a SEF WN FM LadTCN 1 �.• ,CPBOIL . G' COI1CRflE SRWA' ! .• Cl 5 MS. BATK SEE Rµ Fw Nlf TM iTCPSCE . ,uw®mow BW1ED®I01110. V y./m9R• xaetL.� III_ �❑ sic I❑ I I — k c rY oP wNTRa(i CB81IIM CWBLAm m°�nRa ' swat <. yxm CONDO BUILDING SECTION CLUBHOUSE/POOL BUILDING SECTION E R.W 9R MLlyµ4r {NS `crt. oP ®lIBIB® m�iTRa "' aToa WOODDALE 3 k 4 UNIT BUILDING SECTIONS 1w swE LOOK9IR M 9Mf RAMMER NO CONCRETE FLUME FOR WATER FEATURE 1 E y L CHANGE TOA.vmE •- -II � •TVlTllf 1 , CI ,BL9tCG 56^It¢S ift'f 1aN l A W PD NEw AYJpFIDD wO 5BC11M /AL[OLTB VCtR45SI1CN. DETAILS SN (D)P EROSION CONTROL NOTES TMSQL MULCMNE /LL p5NA9FD AKAS SHA 1 XAK A WNIYUY YVLtlI 91ALL IN YQO T 1. w91 (B) INWF3 OF 1CVYIL Rw®. STgAW ylpllD g eppM VNIfdWLY AT A 4mNB RAZE w 1-1/3 TWS PEA ACRE ANO µC11p1F➢ %Eo YIx $X w A. 2OT MTI Tf I NEi11Nt OR A STRAIGHT N5 00I =V NG AFTER NOYEYBER 1. AL_ $EmN6 µ0 YULO'AG SHALL TA RACE W1NW TE {p1DY 1111E RAAE4 - SILPES SIETFOf M 3, Y T MYS - SICVES MTTA Tlµ 0:1 AND BIEEPEA Mµ 1RI MTHN IA OATS - $IfP6 MTIEA Mµ IOl W b OA1 MTALL YG.]O f9T 9NEST OI ALL SIO£5 31 pl (iEATR TEMPORARY OUTLET CONTROL mlm,c r our su... E E TEMPORARY OUTLET CONTROL AT OEVQIN:. 9.L... lAs +Gnn a w.nwc reANI wUz Bwm �eraa 1' COA£ R1FR ROX NYOi AN.bI SIBGRAOE CORRECTION DETAIL AS NOTE �NG WADE 10• PROPVsm ilWsllEp MADE UISTNG LEAK gIER RAIXpyL WT OF ARQADE ETCAVATW YATEMAK / EEIECT BAp6111 OO,W CTFD ll a J MATERIAL AQ« - \ A µ N ' t� RON-SELECT BA05ML VATWK NOr9-4lFCT 9ACY361 WlE1BK lr : COPAIMo llh V COPACIF➢ flA0611 m ilR1 CF LNSTAI1lF YATIUM& SON LAKESIDE i G6 of 7 I 5 CHwNHASSEN, M)NNESOTA CHARLES CUDD CHARIES CUDD LOT lkD A and LDT Btmc AoanoN 1-3 9 2ND -a 1 1ST 1-2 10 2ND -3 1 D 1-2 n 2ND M -2 2 MD 75' 1-2 12 2ND 75. 1-2 3 2ND -2 3 2N0 1-2 4 2ND 25' 10 14.3650.64' 1-2 14 2ND 10' 58.04' 1-2 5 2ND MIN. 1-2 15 2ND 25 MIN. 1-2 6 2ND 6.96' 1-2 1 2ND t-2 B 2ND 0 O � 1 /�/ O 3m o ¢X VV\n/ O W 3 U in O GRADING GRADE N o GRADING GRADE o a FINISHED GRADE o FINISHED GRADE 0m wm w o w END TOPSOIL g' END TOPSOIL 9' WGRADEGRADE END TOPSOIL END TOPSOIL 0 �� 00.5' MIN. 0.5' MIN- `__ TOPSOILTOPSOIL—'---__0.5' TOPSOIL 0.5' TOPSOIL 7.04' LOW FLOORE FINISH GRADE DING GRADE = FINISH "GRADING GRADE = FINISH GR® REAR OF BUILDING GRADING GRADE GRADE ® REAR OF BUILDING a 6 9 a SCALE: o M_La_ PIONEER Ad engineering ia.a...mar wo�.w... wn.. .ammneeerel,awrostuea 8Cmn RpidsO�u �;wi �m•a"'.q,m u�.iN®. . ...�,. CHARLES CURD SIENA�CO O�ON LAKESIDE or 7 aen+esimv.:m.im •.aNs o.._vi,m GRADING DETAIL �'B' G7 o.... yn, mWA,MWNF5D1'A 33435 CHANNA W. N@WPSbIA DECIDUOUS TREE PLANTING DETAIL � namc.,w a°�� WmE xi 1 ate, yore W o so GR"MC SCALE W F n L2 SHRUB PLANTING DETAIL CONIFEROUS TREE PLANTING DETAIL WTII .co.w. yll LT �iI"v w�rs m. , gK re..00n'.,6i .qV..'o ...''" �w BEARPATH GOLF COURSE N L3 ,-SHEET L5 L4 L6 I Y v , �'�-' �' �' �' ✓� �, y r-- r > It / / PIONEERenginee,;ng 1 LANDSCAPE NOTES wwx. � m •F'rsva®c mx ms��c wm ui xauuaa me¢ ruuwu xu wrn =g \ a 0 a LOCATION MAP NO SCALE u C. Rapids pf5a (651 W (-191. PUN19.Y m(esm n.maxw a'vq e�mrm..(b CORPORATION VIXWO DRIVE LAKESIDE I Ll m,m, I MULC • •ue .41kf Alp SOD ML r WIDE - SOD LAW AT EDGE OF STREAM f NBFI-17 ROCK LCH, 0 13 NSYo NWam Coon Rs ds min"•®WV. W101--M. W..1. P oHs« m xs.n nsalm� rnmi L1 14 L THEMESCAPES, SEES T-1) s SOD MS-12 �j / L fm WOOD MULCH Hi I '1 I I NOOD MULC I I I 1 I i I � I � I I � I I 1 1 � I I I I I I I I I I i CENTRAL P SIENNA CORPORATION LANDSCAPE PLAN „91p; �,,, KEY COMMON NAME SCIENTIFIC NAME SPECIAL INSTRUCTIONS OxFASTONY TREES GA GREEN AGH PEIMSKVA 1 Ah MITUMNPURPLE ASN AIERMMA'AUTUW PUIrw 2 HOER R19RB ImN •ROH NKRA QUIP 3 gROOTQUANTITY ORNAMENTAL TREESAU AUTUIM BRRNANM gRN Y A1ElANCNER z GRANNUM 3 BJ BUIE RUG .MIIPER AMPERUS NOMZONTMIS 12 D SNIP DOGWOOD SfOLdIFFRA POT 13 ML IISS M LKAC TOUT W5$ KM' POT 15 PLm BG cups 11U1E CUPS CAIPANIAA ANLAA eARPA1IM W1JE POT 10 BLACK EYED s/ CM FULT�A POT •D M Sf BLE FUG RS PDT •1 CE CA BOLIA AM FIDT4R OBE CMOMIX) POT 20 IX WT1Ar /EOEs (MIX) Y/ PE POT 110 MC KARL EOEWC R CIIASS AtlTOSRI z ATA POT 11C tl00NBFAd1 COREP09$ VERIIQI.ATA WOM POT !0 w td WT MKWIT SALW NA K sUPLWBA wAT NGH POT 42 PC PURPLE CAIEFLOTgA MA FWRWEA POT 115 M RUSSMN SALE A ATRIPLJOFOUA POT 5p SW SOAPWMT ARIA OCY110DES POT 10 = STETIA V' DAtt LY DAOROCAUS SIO1 D-OW POT A SEDUM-GROUNDCOVcF (SEE NiTE p1 PIAN PIIK: 300 BETWEEN WALL AND 1RAll PERENNIAL BEDS TO BE AMENDED WITH COMPOST/PLANTING SOIL TO A DEPTH OF 6' LANDSCAPE GRADE BUCK NNYL EDGING TO BE USED BETWEEN PLANTING BEDS AND SOD AREAS SHREDDED HARDWOOD MULCH TO BE USED WHERE NOTED ON PLAN AT A DEPTH OF 3' NO WEED BARRIER TO BE USED BENEATH WOOD MULCH RIVER ROCK TO BE USED WHERE NOTED ON PLAN AT A DEPTH OF 3' FABRIC WEED BARRIER TO BE USED BENEATH ROCK MULCH SOD AND PLANTING BEDS TO BE IRRIGATED SEE SHEET L1 FOR PLANTING SPECIFICATIONS AND DETAILS LIGHTS SHOWN ON WATERFEATURE BY THEMESCAPES PATIO AREA SHOWN ON PLAN TO BE CONSTRUCTED OF FON—DU—LAC FLAGSTONE IN CARAMEL CREAM ' WATERFEATURE DESIGNED AND CONSTRUCTED BY THEMESCAPES (SHEET T-1) STREAMBED DESIGNED AND CONSTRUCTED BY LAN —DE —CON (SHEET L2) LAKESIDE zTTAssPN-naTNNPs GRAPEOC scA OT FEET L2 of 6 TCH lit DB-12 C 3' WIDE SOD LAID AT EDGE OF STREAM BFI-13 KEY COMMON NAME SCIENTIFIC NAME ROOT QUANTITY SPECIAL INSTRUCTIONS oYVSTCRY TREES CA GREEN A3H/TAALNUS PENNSTLVANICA T73 S SHRUBS B BOSTOx M AATHENN I3 5 MWSIPIDATA 03 POT 3 OB DWARP B1AVMIG BU511/EONYMOUS ALATAS ACTA /3 POT w PEFJIN BD tUE FUG ABS VERSIOOLOR#1 POT 13 RS M69AR ATRPUOFWA ft POT 100 PERENNIAL BEDS TO BE AMENDED PATH COMPOST/PLANTING SOIL TO A DEPTH OF 6' LANDSCAPE GRADE BLACK VINYL EDGING TO BE USED BETWEEN PLANTING BEDS AND SOD AREAS SHREDDED HARDWOOD MULCH TO BE USED WHERE NOTED ON PLAN AT A DEPTH OF 3' NO WEED BARRIER TO BE USED BENEATH WOOD MULCH RIVER ROCK TO BE USED WHERE NOTED ON PLAN AT A DEPTH OF 3' FABRIC WEED BARRIER TO BE USED BENEATH ROCK MULCH SOD AND PLANTING BEDS TO BE IRRIGATED SEE SHEET L1 FOR PLANTING SPECIFICATIONS AND DETAILS STREAMBED DESIGNED AND CONSTRUCTED BY LAN —DE —CON (SHEET 1-2) GRAPHIC SCAllT IN Y6ET SEER Z I0I � A� �y4Y Co. Rt ds O(Tim �oiarA�.aTr. �rwr�A+.�iiw P ovltn�im ee�n6 �'A4 �ITaY��AJ)v <d �nm PARK ' P .AP LAKESIDE KEY COMMON NAME SCIENTIFIC NAME ROOT QUANTITY SPECIAL INSTRUCTIONS OVERSTORY TREES M AUIUW PURPIE A91 A1EICGVIA mTUW POAPIE' 3-3b' 1 GA CREEK ASN PENMSYLVARK;A 11 1 SHRUBS 0 BOSTON IVY MiHENO455R TWOISPIOATA POT 3 PERETNNS BB 841E RAC IRIS TER9OOlOR fl POT 33 0. DARLYS SPECIES POT 100 PERENNIAL BEDS TO BE AMENDED WITH COMPOST/PLANTING SOIL TO A DEPTH OF 6' LANDSCAPE GRADE BLACK VINYL EDGING TO BE USED BETWEEN PLANTING BEDS AND SOD AREAS SHREDDED HARDWOOD MULCH TO BE USED WHERE NOTED ON PLAN AT A DEPTH OF 3' NO WEED BARRIER TO BE USED BENEATH WOOD MULCH RIVER ROCK TO BE USED WHERE NOTED ON PLAN AT A DEPTH OF 3' FABRIC WEED BARRIER TO BE USED BENEATH ROCK MULCH SOD AND PLANTING BEDS TO BE IRRIGATED SEE SHEET L1 FOR PLANTING SPECIFICATIONS AND DETAILS STREAMBED DESIGNED AND CONSTRUCTED BY LAN —DE —CON (SHEET 1-2) o s to zo GR MC SCALE IN PEE" PI$NEERenginening �.. n"iwvin Coon Rw&OHxe e_I 1-1919 fdglgW Aq�jy~m p�y��y� �. S / I / I 1 I I i I I / I / PIONE �.. .miming or.. mimavexw =e va.meryreep..p..ay a w+mm Cam Rqi& OTx �a.ps,•wvn r. e:..v�rw� w,g�iw trm'�n-gym wnuim �•M � �ae�e:asv MATCH S WIDE - SOD LAID AT EDGE OF STRE/ BFI aima® W!, 7 07- 0 ;Oh, :��. PERENNIAL BEDS TO BE AMENDED WITH COMPOST/PLANTING SOIL TO A DEPTH OF 6- LANDSCAPE GRADE BLACK VINYL EDGING TO BE USED BETWEEN PLANTING BEDS AND SOD AREAS SHREDDED HARDWOOD MULCH TO BE USED WHERE NOTED ON PLAN AT A DEPTH OF 3' NO WEED BARRIER TO BE USED BENEATH WOOD MULCH RIVER ROCK TO BE USED WHERE NOTED ON PLAN AT A DEPTH OF 3' FABRIC WEED BARRIER TO BE USED BENEATH ROCK MULCH SOD AND PLANTING BEDS TO BE IRRIGATED SEE SHEET LI FOR PLANTING SPECIFICATIONS AND DETAILS STREAMBED DESIGNED AND CONSTRUCTED BY LAN —DE —CON (SHEET 1-2) 12 WOOD MULCH i� 15� W is Phase 2 30 -0" _.. Water Level 40M Mi Shotorete (See Pond Floor Detail) 2 NATION 7' 4" Scol 40 PVC omp.Vault Detail 5' FOND FLOOR DIAGRN'I EPDi"I LINER (Duwete�ing Detail r'-9 114" Water Level 4'-0' Low Voltage LlgMing WO) Water Level 1 _ _ L4„ See Vault Detall - Single Phase 230V — 411Thick Concrete Vault 400 Gpm Cont. Duty Pump 5tream By Others ThemeScapes, ine. eu r.,...er-ararsw es+m-rrwir-ttrmF fs�R-nruu "Q ua"x ®zoorrn�sew.u.. Project Name LakeSide Development Edee Pf", MN revision da..M Una Pond Layout scale as noted drawn by HAI date 10,04.07 checked Gunr date 10.xx.07 project no. do..:"a1. 1 a het ■ LAKESIDE CENTRAL PARK LANDSCAPE, GRADING, WATER FEATURE, AND STREAM BED PLANS CHANHAS SEN, MINNES OTA PIONEERengineering - CIVa.ENGRIPPRS LANDW.AHIn+RS I SHRVEYORS LANDSCA ARCHFIEM 2422 Enterprise Drive COOK Rapids �fF1CC 201 85th Avenue N.W. Mendota Heights, MN 55120 P1S Coon Rapids, MN 55433 (651)681-1914 Fu:681-9488 (763) 783-1880 Fax:783-1883 0 25 100 200 GRAPHIC SCALE IN FEET w wit P � 4 � a y A.p x 4 w U W � 1 wpm m� I I 1 .4 & LAKE RILEY / 4 DCERFro T m� LOCATION MAP NO SCALE G1—G7... GRADING PLANS (PIONEER ENGINEERING) L1—L6.... LANDSCAPE PLANS (PIONEER ENGINEERING) T1.......... WATER FEATURE DETAIL (THEMESCAPES) PRINTED OCT 1 n 2007 PIONEER ENGINEERING, PA, CfCV OFSSEN RECEIVED OCT 17 21007 60MONW-LANNING DEPT Prior to any excavation the contractor shall verify the location of all underground utilities. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area (651)454-0002 Mn. Toll Free 1-800-252-1166 205207 C4 N Z Z PISNEERengineering � CI MCR;M0 wmPlAt+ M LA"SURVEYM �wrroscnre�ucuuin:,� 2422 En DRs`s A M"W,Heghc1sslzo Coon aPsfiCRapids, MN 55433 (651)681-1914 Fes:681-9488 (763) 783-1880 F=783-1883 LAKESIDE GRADING &EROSION CONTROL CONSTRUCTION PLANS CHANHASSEN, MINNESOTA Bearpath Golf Course 4. SHEETS 1-& 8. NEW BENCHMARKS. 12. SHEETS 2-6. 16. SHEETS 1-7. 3. SHEETS 1-6. 7. SHEET 5. 11. SHEETS 1-5. 15. SHEETS 3 & 5. 19. SHEETS 2-6. 2. PER CITY REVIEW. 6. SHEET 6. 10. SHE Er 4. 14. SHEETS 2-3. 18. SHEETS 4 & 1. PER OWNER 5. SHEEr 5. 9. SHEET 5. 13. SHEETS 2-6. 17. SHEETS 2-5. L 0 25 100 200 GRAPHIC SCALE IN FEET LOCATION MAP NO SCALE 1. COVER SHEET 2-5. GRADING & EROSION 6. DETAILS 7. CHARLES CUDD GRADING DETAIL BENCHMARK CONTROL PLAN TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±180 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=886.79 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.13 Prior to any excavation the contractor location of all underground utilities. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area (651)454-0002 Mn. Toll Free 1-800-252-1166 shall verify the SEE SHEET 4 13 \ 24" TEMPORARY OUTLET STRUCTURE \ SEE DETAIL." I , f L4 Ems- Via, ` '�• IN ,`ROCK ROCK CONSTRUCTION, EL r3 ENTRANCE REL 8. €'A =L 342 � ` J EXCAVATE TEMPORARY DITCH TO POND. INSTALL TEMPORARY r* rrT-,t I \24" CMP CULVERT UNDER II PROPOSED ROADWAY \ ! 00°v0 / 100 !!! • i Ijji -• W I� Lull C / INSTALL SILT N / FENCE (TYP.) \ 'TYPE 1 / m ( it o I I I f \ ZTi I ,BwI is I:I TEMPORAFi'�124- OUTLET STRUCTURE SEE DETAIL ' y� \ / \OUTLET CONTROL / STRUCTUREIT W' \ I I - I j Z 1� / 1C, 1 Cr i1 �' CO r r 7 J INSTALL WOOD: \ % FIBER BLANKET k 1 �t �.....�� V I 1 — f ' �PISNEERne�ng z2rG1�11111 C1va PMRJ U LAND PLANNERS LAND SURVEYORS LANDSCAPE AeCHrrB.-B � 2422Enterprise Drive Rapids 701885thAvenue N.W. Mendota HCOO[IRap C Heights, MN 55120 Rapids, MN 55433 (651)681-1914 F=681-9488 (763) 783-1880 F=783.1883 TO I5+50• LOTS 101-149, & 1-Cr, 11 BLK.2 ELEVATIONS AND GRADING, WALL AT POND 2 DELETED, 9. POND 2 ELEVATIONS & FOP ELEVATION ATTRALL CLUBHO`OSE FOOTPRINT & GRADINDRAMILE WALL SECTON. 8. ADD ROCK CONSTRUCTION ENTRANCE. 1 hereby certify that this plan was prepared by I Revision or s me under my direct supervision and that I Name 1. 10/19)06 am a duly Uccnwd Professional Engimc Pell f. Ch 3. 11/I�CI6 under the laws of the State of Minnesota. Reg. Na 19960 Date 10/106 4. 11/10/06 5.1/3/07 9.4/MM7 13.10/3/07 6.1 10. 5/17/07 7. 3/S I1. 6/19/07 8.03/14/07 t2.9/19;D7 EAST Drawn SAG REAR YARDS; 'Y LINE. POND 13. REVISIED POND 2 GRADING AND WALLS AT LOT 3, BLK. 17; NEW STREAM & TRAIL LOCATION AND GRADING. 12. BLDG. TYPE & ELEVATION, LOT 3 BLK. 17; POND 2 GRADING & RETAINING WALLS; NEW TRAIL LOCATION SOUTH OF POND 2. 11. REVISED GRADING At ELLArS. ALONG EAST PROPERTY LINE BEHIND ALL CHARLES CURD BUILDINGS. RAINTB.E TRENCH SECTION. 10. REVISED GRADING & ELEV'S. OF ALL CHARLES CUDD BUILDINGS AREAS AND REAR YARDS. HWL & EOF. NEW TRAIL & WATER FEATURE LOCATION AND GRADING. GRADING & EROSION SIENNA CORPORATION 4940 VIKING DRIVE, SUPPE 608 CONTROL PLAN EDINA, MINNESOTA 55435 1 i 1 , I GROUND ELEVATION O BUILDING TOP OF FOUNDATION ELEVATION GARAGE FLOOR — VA ON i' INSTALL SILT FENCE (TYP.) TYPE 1 B-11w 91 o i i i r 41 I INSTALL WOOD FIBER BLANKET B� W�Qo �.- �t i 11 /i t � i ,t I ( i ' � I I t I I I I i LAKESIDE CHANHASSEN, MINNESOTA KEY LOWEST FLOOR �- 962.0 ELEVATION (962.5) ' HOUSE TYPES R —RAMBLER —TF9714 _ LO—RAMBLER LOOKOUT WO —RAMBLER WALKOUT 971.0 *WO —MODIFIED RAMBLER �I DRIVEWAY WALKOUT GRADE LEGEND WOOD FIBER BLANKET 0 15 30 80 GRAPHIC SCALE IN FEET G3 of 7 147 SEE SHEET 5 GROUND ELEVATION ® BUILDING KEY LOWEST FLOOR ELEVATION v INSTALL SILT FENCE (TYP.) TYPE 1 REMOVE EXISTING SANITARY SEWER MANHOLES AND PIPE i h4' =L— �. 0�. INV ELF 0 . _! BULKHEAD EXISTING MANHOLE ;f ABANDON INPLACE SANITARY SEWER PIPE ' / f V r f INSTALL WOOD v FIBER BLANKET 0 Z ' lI 1: V. ,i , J ' I REMOVE EXISTING STORM SEWER STRUCTURE AND PIPE., BULKHEAD EXISTING CATCH `BASIN I _ to r, \ +1 r \ L 8. REVISE 7. REVISE 6.2ND AD 5. SPOT EI PIONEERengineering ;.mow crvaENGU;Ems LANDn.Ar+NM LANDSURVeraas LANDSCAMAnCfuTWrs 2422 Enterpri3e Dtive GOOD Ra lots Office 201 85th Avmoe N.W. Mendota Heights, MN 55120 p Coon Rapids, MN 55433 (65t)681-1914 F=681-9488 (763)783-1880 Fax:783-1883 P ALL CHARLES CUDD BUILDINGS AREAS AND REAR YARDS. I I SEE SHEET 31 3 WAI J AND GRADING ALONG EAST PROPERTY LINE T REAR BETWEEN LOTS 3 & 4, BL.K2 12. NEW STREAM &. TRAIL LOCATION AND GRADING. PROFILE FROM STA. 4+75 TO 15+50; LOTS 101-149, & 1-11 BLK.2 ELEVATIONS AND GRADING. 11. NEW WOODALE BUILDINGS AND GRADING FOR LOTS 8-11, BLOCK 2 AND 147-149. PIPE BEHIND UNITS 118-132. 10. REVISED GRADING & ELEV'S. ALONG EAST PROPERTY LdNE BEHIND ALL CHARLES CUDD BUILDINGS. 9. REVISED GRADING & EL.EV'S. OF ALL CHARLES CUDD BUILDINGS AREAS AND REAR YARDS. �1 2.6 r- 1 I � I I I (962.5) r TOP OF FOUNDATION TF-97 ELEVATION — GARAGE FLOOR 9711, ELEVATION / / 1 I I 7s, 1 ` t trh /r i t i 3W 909.0 I 1 I 1 N I INSTALL WOOD I FIBER BLANKET' 1 `� �� , IY �; / f i I r �I V, INSTALL'/SILT FENCI 1 � t Nil I 1" I II I r � I i I �_ 1 ,1); I I - i 1 I I r- II 1 I — R —RAMBLER .4 LO—RAMBLER LOOKOUT WO —RAMBLER WALKOUT *WO —MODIFIED RAMBLER �� DRIVEWAY WALKOUT ri GRADE LEGEND WOOD FIBER BLANKET 0 15 30 60 GRAPHIC SCALE IN FEET -------------- KEY LOWEST FLOOR 962.0 ELEVATION �* GROUND ELEVATION (962.5) O BUILDING ^ HOUSE TYPES / ` • R -RAMBLER I I �, 9pp� �` : TOP OF FOUNDATION LO-RAMBLER I 7-971.4 \ / \ \ : ELEVATION - LOOKOUT L• I WO -RAMBLER \ 1 \ GARAGE FLOOR WALKOUT ! • ELEVATION 97T*WO-MODIFIED RAMBLER DRIVEWAY WALKOUT s _ ..L_. __ DE------------- = � END SILT : : ; FE CE (TYP.) s TYPE 2 - I - - / : , I � t : I1 � , I It P�vvovv� 1-7 It If If mob - _. _. - , INSTALL WOOD � . _. � •-`- ! ! FIBER BLANKET90. !!`t ! Buildinglcv i`` I I 'b ym we �urzu�:"um 'wn say i I i 1 ~\ 1 of S" TEMPORARY ` l I - - ;- I f ! s 8\ \ /- �:' I OUTLET S I I _ R - DETAIL C v v , • .. 1.. SEE ; E ` , _; .. TR : _ i , I �,• l / • �� - / - I : I Lit it � 1 g0+pQ - ' INSTALL WOOD - - .... {` 1 FIBBLANKET i INSTALL SILT J 4',�. �2s lTc 13 \ -, - •� ,• t_.. '♦ TC i. I ER FENCE (TYP.) r � I � _ y 1i ,,,•� � TYPE 2alp 11.5 { rC /43 \ \ I ` if 1 II .i-d i ;t��=•` `„ oa I o INSTALL SILT I ` - �" � �.I•f % +oo ' o I NCE TYP ( •) v jog% / 5.0 %6 - \ ` /*• r % ! A• 1 t I " o o TYPE 1 \ _ m: BEGIN SILT =' •' j I �\ o w_ 't w ` of \\ fp FENCE (TYP.)' TYPE 2 I ' _ `.•"� `- % o '`9 910 • o = 4 I i OF y : +J :... ; ftF /� - ii._ y? - : •••••••�� / /:�. �.. / •••�..1... / r� i I n - - TW 91 /_ -� f I .'a ••••••••N•'•! �`-.J,.� ' &`- / .t- �,�: 1 M i -'..•, / I .gam , 1`do \ : t \`, I Jg �O •� WATERFALL FEATURE Into f h YO r+imgRINI E. v GGf3 OTHER!,, 147 01 ) 1 I / I • I 1 / Q w 030 J ''O 6X I O \ I - ` ! m i I 47 3t - 1 r I 1 'I • !,, ^I \,.� Ok �-. G ore / 1 I 1. i • I `all 6_6X / N� , <` o : n BW 9D9.OI END �,, _-� f M ^ 4 I - i o - O LE 1 y� 1 I i' G • N J. Cf ! RE V� • 1. 1 C7 `". ril co G OJ ! 0 1 / i. ,. (- I \ i I WOOD FIBER BLANKET • 4 01.0 : / INSTALL WOODi // 1_ 5.2X ^ I O FIBER BLANKET O / INC 05.0 M `r _O I J lV F I i O In I I I.._ J I 904.1 I O O 4- ! B 901.6 i I 14 i/ I 3c°� / m INSTALL SILT 1 �' x / g o ° ! O / NPLnn sx FENCE (TYP.) c o �o s. ► c I _ I g) (l9vs� t TYPE 1 c+ I i A++ t ell FIET F 1 I , ,,\ O 1 ^ 1 I / 01 .i� •;• I lV ` h ' , t I i I C� �' i i Q 5.QX Mf X 1 %� i 1 �r b I 98.0 W 9Oo.0 BW 0 0 14 m 1 `�' - • - -N t C 1 /•1' 1 , I �� ;• ' \' 1 1/ r 0 15 30 60 - - - - - - - Y I 17 _ - • W 94. z 1 of O O I�f ,, \• 1 / V "� ,,,, 4.5 I E' 9.62 • W 9QQ / 1, 01 I �Lh • �T O a I O I i ' i l i ,/ I t n 900 /' ❑ 1_ L_ w I i I r ' Q ' GRAPHIC SCALE IN FEET 89.O8 Q Bw sos.o °i1 ': •^ \ , X , , "y 15. NEW STREAM & TRAIL LOCATION AND GRADING. m ! - 4.7X v I f I4. NEW WOODALE BUILDINGS AND GRADING _ FOR LOTS 8-11. BLOCK 2 AND 147-149. 1 .. � � x �L/!IL�on II it � S. SWALE AREA ON NORTH SIDE OF BLDG. C. l3. REE G ' G� ELEV'S. ALONG EAST ROPER^ PI�NEERe �ng SEE SHEET 4 4. LAKE RILEY DRIVE PROFILE FROM STA. 4+75TO15+50; LOTS IOI-149,&1-IIBLK2ELENATIONS AND GRADING; NEW BLDG.TYPE FOR LOT 148, 9.REVISEDRETA[N[NGWALLS AND GRADWOAILONGEASCPROPERTYLINE T1IQILDINGNDALICHARrFCCUARDS.DD GS. ineerc 2 PER AIDR REVIEW 12. REVISED GRADING & ELEV S. OF ALL CHARLES CUDD BUILDINGS AREAS AND REAR YARDS. 3. AREA DRAINS & PIPE BEHIND UNITS 118-132 6. 2ND ADDITION LOT NUMBElt3. NEW TRAIL & WATER FEATURE LOCATION AND GRADING. 1 PER OWNER 7. GRADING ON NORTH SIDE OF BLDG. C TO TH 212 R/W LINE 11. ADDED WETLAND FELL AREA. avn.EnORIMI S ur+o rt.ant M LAND SURVEYORS twnoscAM ARQQn'L14 6. GRADING NORTH OF TRAMS FOR PROPOSED WATERFALL FEATURE 10. REVISE GRADING OF ALL CHARLES CUDD BUILDINGS AREAS AND REAR YARDS. 1 hereby certify that this plan ws plq. by Reviaiona 2422En DI 20185thAv=wN.W. meIwide,mydir=supavisionandthatl Name � L10/19ro6 s.un6ro6 9.Irnm 13.w1sro�7 Date 1°rz,°6 GRADING & EROSION SIENNA CORPORATION M� Ifeigei `ts,MN55120 CoonRapidsO�ce CAR da,MN55433 PawJ.Ch 11o/241% 6.11/1 10.3/sm 14.8=M gh am a duly Licmxd Ptofeaaimsl ERBmeer 3.11/1 7.1yyggp6 11. 4/tOro7 1s.1013ro7 Desi PIC 4940 VIKING DRIVE, SUM 608 (651)681-1914 Faa:681-9488 (763) 783-1880 F=M-1883 wider the laws of the State of Minnesatd Reg. No. 19960 Date 1Qq& 4. 11/IWM 8. I /07 12 5/17/07 CONTROL PLAN LAKESIDE DO,v[t SAG EDINA, MINNESOTA 55435 CHANHASSEN, MINNESOTA GS OF 7 .: .. _`ice . . W a• • a- e • - •• 7 . BITUMINOUS TRAIL ON LYMAN BLVD. 2X SLOPE i CONCRETE CURB & (XRTER f-TC 6' CONCRETE SIDEWALK } 4' CL 5 AGO. BASE SEE PLAN FOR LOCAT10IIIt1 4' TOPSOIL MNDOT 0812 CONCRETE CURB T&C GU�+0.09' TOPSOIL, D & MULCH Sted T Ports 24' r, gr. M Note MEMP-21PTes At fence per MDOT spwkobms sauce 2000 moose lice •o en -77 manopaned• Wei& foamed to stW T-0wts miO 3(SOb) tmais strwo plastk Ep ties pa r r. era a T-Past (Mwt w iked) ep saa�t ERo&ON CONTRA FENCE - Tl'PE I Nate. Type 2 fit fence a the sane as tpe I nb bay Oats mtaled as pa detol. Tpe 2 to be used to protest d setands Steil T Pals 24' n 7a+M _ I.r Wtr ry.w,1.L..re..a r... •w Zip Ties a.,.........�a++r... EROSION CONTROL FENCE - TYPE 2 err OF FENCE ICE 5300 3' MNDOT 2350 LVVE45OWS 6' CLASS 5 AGGREGATE BASE (100% CRUSHED) COMPACTED SUBGRADE 7fi,�l TYPICAL SECTION LAKE RILEY DRIVE PAVEMENT SECTION INTERIOR AGGREGATE TRAIL 6' TOPSOIL, �SEID k MULCH S.e3PLE ERaSIGN CONTRn. PINT FOR Pen1VIDlIAI tars / o..............." ' d , Les N.. I I I-_= a,aw awl •ac7 v.n w ,aNv waT ..o.¢7nt .mew >a • p'�jalle6tEaM�MEtnt amhda as am"my at dontNpYyp1Wertr ad etrad maim �eirEr raatda tpdapa-Yb A two b prodO mRbMTod by bnd,6 • Perimeter mrIs m, bdele ladle soft m&A bolo ad/a OR IAra 4 TF8 Willa a nieloim of 44 balm of 40L • Umbxiln aht IS to 3-Yd dace Eat at a dWth of 6 Men Hisses Nes peel Psdaalr-Sbw w4kh d 2 hoer dug aseM eras Rdly bdm rod be, N eras ba ate MMa oar I , mew aargy df•t4e6s. • 5 �451sga 6s kl nmd bv tlerisb ak tnpaay a pnaast • SwdeeNae daft dons a bfer�sb CITY OF maim COIN R7Ra D.- -- MIE M1A1E IA_ 5 0 I9 3" RED BALL DIAMOND AGGREGATE 6' CLASS 5 AGGREGATE BASE (100% CRUSHED) COMPACTED SUBGRADE -1.5' MNDOT 2350 LVNE350301II - BiTUNI NXIS TACK COAT 2357 - Y MNDOT 2350 LVNW350308 - 5' CLASS 5 AGGREGATE BASE (10OX CRUSHED) - 2e MNDOT 3149.28 SELECT GRANULAR BORROW TYPICAL SECTION LAKE RILEY TRAIL 1' TYP. (ROOT 6612 CONCRETE CURB T&C GUTTER +099' PAVEMENT SECTION II�l.r MNDOT 2350 LYNE350308 L_ 81TUMINOUS TACX COAT 2357 2'MNDOT 23W LMIW350308 MAS S ASS 5 AGGREGATE BASE (100% CRUSHED) 24' UNDOT 3149.2E SELECT GRANULAR BORROW OUTLET CONTROL STRUCTURE s VAr® GATE 4'X4' 04DEM E3i 8765 OW. 3r RCP Am am r oN. a6ad 33+ PIONEERengineenng - aVILMOINPPAS LyNDH NNFRS t.ANDSURVEYOU LANDSCAMLME xnri'IS I hereby a 2422 Enterprise Drive Coon Rapids Office 201 BSm Avenue N.W. Ile or end McEdabe Heights MN 55120 P Com Rapids, MN 55433 am 6 duly(651)681-1914 Fm:681-9488 (763)783-1880 FHLs:783-1883 under Diet G" CONCRETE SIDEWALK & 4" CL 5 AGG. BASE SEE PLAN FOR LOCATION 1 I-SED M?) 6" CONCRETE SIDEWALK Ac 4' CL 5 AGG. BASE SEE PLAN FOR LOCATION 1 r4' TOPSOIL & 967A PARKING LOT SAMPLE ERWHIN @ TRR RIN FG N TIFANILE t_UTs I �I II 1E .. wa.a.vwa a•m w ace.. man I.m¢rnl mu aaaa •• Is mm ud Ant w1h n mummy at doa,Mghq FWty ad abeet alpaa Mob Ost sea asTtrab new to wwAda m,dssd by banhq Pam aaRab ca Maio aMa1� mukh llama ere/err fit farce • TToo*. b Is a ff&*w d 4d bdm of bgnL Casbee6ee so* n 1.5 to 34%h don mdr at a 4" of 6 Mdea Has pod P baism-4w aYd d 2 hds 6 w word Gas bmd1T Wee red K 8 has No Ede Wttn Nagmb need wwV napsllm • SkpwSbga Den k1 mod M bdaada ad taagaay or 00 0300 • Sudlft r bad dad dame a hbdaLL CITY OF EROSION CONDO BUILDING SECTION VARIES' 10' 10' 0 \ w_ 0.33' TOPSOIL / \ < 0.80' HOLD DOWN / \� > / \� / \ G.F. ELEVATION / / SAMPLE EROSION CONTROL PLAN FOR INDIVIDUAL LOTS ramnw I c.a.r �� se sr.¢7 omi¢ YOm OaY TfKfO: ZF.Y 1)OH •. Is WA�ee6Mt w h ao Testy at dmweto; I pEopaty aced abaat adpee Mob Oat aadmer,t cabala need to Pw do as tdard by ksnbq . Patmda eathds antra ildq• no" so" nee" be oe/a fit Inca. • T( �f a miaaan of 44 Mils of b wL • CombucUm ntmor15 to 344 den auk at a dbpb d 6 bldaa • 11eeee Red ParI mbo btrm aside d 2 bdm deep mood has dw•Uy bdm rod pea If haws Mee rain gdtnst aoaapaub need aaag dwOotiaL . S SSh"w Vm kl need New bfmga kda ad tnvay pe aselft st • SWU New dot Gam a Mw6dL Crry OF EROSION MUMCONTROL 5' MIN. TOPSOIL 0 Y 3 w 0 men �d U 0 w 0 0 Y Q 3 w 0 in 0 UA 0 w SAMPLE EROSION CONTROL PLAN FOR MULTIFAMILY LOTS m • anm s,or mot v.c7 wen a nm•. •ac+ rcTmm:.7w a>s. an.arr m M Pabltatr asdast mTtW a• mtsay at doaiMpiq q ad and aapee Mob 9d sl&m metab and b pra" aaVMlalk by 4mha pa l."N ambds upslve ft ,wot} P**m W w btle em Mtwh ffLkh soft mdrA bans ad/err silt beoa 4 T*CAS a me i of 44 bdee of WPNL • CmdnnNm a,tarr15 to 34d dun rd at a dgth of 6 Wiles • Has Rod Pwtsw* rSba mltl at 2 hdm dw wound bus R1C6y blue rod bL 8 has NO mM wthn, awvwb need My d mwjwL • 5 �54 Apra 6s +1 naafi La bgiah all tonm , or Panamt ft . Smdaa•Wtl led dames or bbda4 CITY OF EROSION ¢•Rp1ia WL MLIq.: 5 .02 r WOODDALE 3 & 4 UNIT BUILDING SECTIONS 62' 25 MIN. FINISHED GRADE GRADING GRADE CE WO d .5 TOPSOIL 275' HOLDD T-.,0 WALKOUT NO SCALE LOOKOUT NO SCALE 25' MIN. 0 18, 3 �-0 5' %S( 0.5'� 10' 2.7$' HOL -t�I BLEB NO SCALE CONCRETE FLUME 0.33' TOPSOIL 1 HOLD DOWN FOR WATER FEATURE \ \ w 0.50' HOLD DOWN K3 10' =I \ LF. ELEVATION \ _ ---- - -- - --- RETAINING - - ^ WALL T a. 0.5' TOPSOIL GRADING GRADE I ( n FINISHED GRADE 5. CHANGE CLUBHOUSEIPOOL BUll.DING SECTION. 9. INTERIOR AGGREGATE TRAIL CHANGE TO4' WIDE. 1 I -III -III -I 4. CHANGE BPTMOR 7RAB. SECTION TO RED BALL DIAMOND AGGREGATE; CHANGED WOODDALE BUILDING SECTIONS. S DELETE AEI. CHARLES CUDD BUILDING SECTIONS. 3. ADDER CLUBHOUSEMOOL BUILDING SECTION. 7. REVISED CHARLES CUDD WO SECTION & ADDED NEW MODIFIED WO SECTION. 2. PER CLTY REVIEW. h PER OWNER. CHANGED CHARLES CUDD WALKOUT BUILDING SECTION. 1-FINISHED GRADE GRADING GRADE CLUBHOUSE/POOL BUILDING SECTION VARIES' 10' t _ ....-....._.. 10• Street - Pool Area r� GRADE I GRADE ..ma . 6,609,832 <PECOC!RONS AND STMDAREIS am F9mox. _ a s - - s➢ M tale - ..n r.+x cT.:= •^^'. cnF�nAS� N1PWall AYIL ,alCHf LIYD n/o vNETI F! R r,/o LATER nDY MT£ (MINtA, M1IS Tr mm) a.J(!1 ch . 3• Iw.M wpyJV fAgRLOI MTE sew n. a 15• INW ay.w p - maw OF aTa Nm ,Y TUat .TIDl1 a.r ..a.-na rNwc w-v xwrlu ,AFM wv sera-r1n. 90177g2m•e na M116tG oie ua amen Iron eeeee�� m �s 01/20/Ot SPMOICATIONS AND CTA4WQS - /.6C .•.y,., [a' c:ss rnNemlrrw. ax ©ITIOx. - 29 CER tam - 0.a« �' eel xFU Tx c7un.Rnc DESIGN OADS /11L'IAOE ME YIEY>II ILtl 20gl Les. SYt1T llCidl 2 : , wRR RDM men (RHNItFiI HAt£STFR SIFEK) 0.470cM1 O T MeC LATER etlM mm Na SIM 1,113. a B• M 4 I.074 afi a I1' I:aaC WXaaY a+£16111/ N.IE ,.a7. cM . ,B• �W 0.RiP tISS FETE 7 - EROSION CONTROL NOTES TOPSOIL MULCHING ALL DISTURBED AREAS SHALL HAVE A MINIMUM MULCH SHALL BE MnDOT TYPE 1. OF SIX (6) INCHES OF TOPSOIL PLACED. STRAW SHOULD BE SPREAD UNIFORMLY AT A SEEDING RATE OF 1-1/2 TONS PER ACRE AND ANCHORED SEED MIX SHALL BE MnDOT 250. WITH EITHER NETTING OR A STRAIGHT DISC. DORMANT SEEDING AFTER NOVEMBER 1. ALL SEEDING AND MULCHING SHALL TAKE PLACE WITHIN THE FOLLOWING TIME FRAMES: - SLOPES STEEPER THAN 3:1 WITHIN 7 DAYS - SLOPES FLATTER THAN 3:1 AND STEEPER THAN 10:1 WITHIN 14 DAYS - SLOPES FLATTER THAN 10:1 WITHIN 21 DAYS INSTALL WOOD FIBER BLANKET ON ALL SLOPES 3:1 OR GREATER. TEMPORARY OUTLET CONTROL 8' OUTLET EMERGENCY SPILLWAY (AS NOTED ON GRADING PLAN) 8' CMP W11" HOLES DRILLED 6 O.C. MIN. TOPSOIL W 'i i NWL COLLAR 1" COURSE FILTER -� PLACE 3 C.Y. RIP RAP ROCK MnDOT 3149.2H + CL 3 W/FILTER FABRIC TEMPORARY OUTLET CONTROL AT POND 1 EMERGENCY SPILLWAY (AS NOTED ON GRADING PLAN) -� 24' CMP W/1' HOLES DRILLED 6 O.C. NWL C4 iL EXIST. 33" RCP - 1' COURSE FILTER ROCK MnDOT 3149.2H SUBGRADE CORRECTION DETAIL AS NOTED Ln 0 I r-0.5' MIN. TOPSOIL SELECT BACKFlLL MATERIAL COMPACTED BACKFlLL NON -SELECT BACKFlLL MATERIAL COMPACTED BACKFlLL 0.5' TOPSOIL GRADING GRADE ARIES 3.0' PROPOSED FINISHED GRADE EXISTING GRADE ., Amer LIMIT OF SUBGRADE EXCAVATION SELECT BACKFlLL MATERIAL OP, 5� Pg�P�Fi\P� �� UN f*•� J NON -SELECT BACKFlLL MATERIAL 3.06 MAX• COMPACTED BACKFlLL MAX 10. MIN. BOTTOM OF UNSTABLE MATERIAL p O Y m J Ch � U LRJ Q L- 7) O LL. Y O Q LL1 m U 0 LLI PIONEERenginee-ring QVI.RMWEEKS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCWO' CI9 - _- tepnae I heeby artify"this plan was ptepated by Reviaions 2422 Fes,` "`uD"r as ssl zo Coon Rapids Office 7C01 885th Ad m�A4� 35433 me or under my dbw supavuan wW dw I Nam Fein J. 1. 523M Sh Rapi am a duly Licmxd Ptofeuiaoal Engineer (651)681-1914 Faa:681-9488 (763) 783-1880 F=783-1883 wkder the (yws of the SMe M Mimtaots. Reg. Na 19860 Date 5/17)07 CHARLES CUDD LOT BLOCK ADDITION 1-3 9 2ND 1-2 10 2ND 4 n .. 1u11 SCALE: o II 1 "-10' Designed PIC Dawn LML O Y m J CY � U LLI p LL U5 O LL. Y O Q LLI m 0 0 LLl CHARLES CUDD GRADING DETAIL SIENNA CORPORATION 4940 VIKING DRIVE, SUITE 680 EDINA, MINNESOTA 55435 CHARLES CUDD LOT BLOCK ADDITION 1-4 1 1ST 1-3 1 2ND LAKESIDE CHANHASSEN, MINNESOTA SCALE: o II 1 "-10' G7 of 7 DECIDUOUS TREE PLANTING DETAIL SHRUB PLANTING DETAIL CONIFEROUS TREE PLANTING DETAIL LANDSCAPE NOTES D TRIM OUT DEAD WOOD AND p WATER TO SETTLE PLANTS AND WEAK AND/OR DEFORMED p FILL VOIDS. TWIGS. DO NOT CUT A p LEADER. DO NOT PAINT WATER WITHIN TWO HOURS OF CUTS. D INSTALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SET PLANT ON SATURATE ROOT BALL AND UNDISTURBED NATIVE SOIL D O PLANTING HOLE. OR THOROUGHLY O , COMPACTED BACKFILLHOURSRS D PLACE MULCH 48 HOURS SOIL. INSTALL PLANT SO D • Q OF THE SECONDD WA WA THE ROOT FLARE IS AT • D D D UNLESS SOIL MOISTURE IS OR UP TO 2' ABOVE THE ;a o , EXCESSIVE. FINISHED GRADE. p ' p SHREDDED WOOD MULCH MIN. 4' PLACE PLANT IN PLANTING D D DEEP (DO NOT PLACE MULCH HOLE WITH BURLAP AND AGAINST TRUNK OF TREE). WIRE BASKET, (IF USED), INTACT BACKFILL WITHIN PLUMB AND BACKFILL WITH APPROXIMATELY 12' OF BACKFILL SOIL BREAK DOWN THE TOP OF ROOTBALL. SIDES OF HOLE WHEN WATER PLANT. REMOVE BACKFILLING. TOP )h OF THE BASKET OR THE MP TWO HORIZONTAL RINGS, WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM 1 TOP OF THE BALL. REMOY, ALL TWINE. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. TINES BALL 0 50 100 200 GRAPHIC SCALE IN FEET CIVa. BNGQiFFJLS LAND PIANNPRS I.WDSURVEYORS LANDSCAPE ARCHIRi1S 2422 Enterprise Drive CRa ids Office 201 BSth Avenue N.W. Coon Mendota Heights, MN 55120 P Coon Rapids, MN 55433 (651)681-1914 Fax:681-9488 (763)783-1880 Fax:783-1883 SCARIFY BOTTOM AND SIDES PLUMB AND BACKFILL WITH OF HOLE PRIOR TO PLANTING. • BACKFILL SOIL TRIM OUT DEAD WOOD AND • WATER TO SETTLE PLANTS WEAK AND/OR DEFORMED AND FILL VOIDS. TWIGS. DO NOT CUT A LEADER. DO NOT PAINT CUTS. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING SET PLANT ON UNDISTURBED MUST BE SUFFICIENT TO NATIVE SOIL OR THOROUGHLY a THOROUGHLY SATURATE COMPACTED BACKFlLL SOIL. ROOT BALL AND PLANTING INSTALL PLANT SO THE ROOT HOLE. FLARE IS AT OR UP TO 2' ABOVE THE FINISHED GRADE. PLACE MULCH WITHIN 48 HOURS OF THE SECOND REMOVE PLASTIC, METAL, WATERING UNLESS SOIL WOOD OR FIBER CONTAINER MOISTURE IS EXCESSIVE. AND SCORE OUTSDE OF SOIL SHREDDED WOOD MULCH MIN. MASS WITH SHARP KNIFE. C DEEP (DO NOT PLACE PLANTS CAN BE PLANTED IN A DEGRADABLE POT, THE MULCH AGAINST STEM OF CONTAINER MUST BE SLIT SHRUB). VERTICALLY AT 6' INTERVALS. -3 TINES BALL DIAMETE TRIM OUT DEAD WOOD AND WEAK AND/OR DEFORMED TWIGS. DO NOT CUT A LEADER. DO NOT PAINT 1 CUTS. /! C, SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY !!!!r fi J b COMPACTED BACKFILL SOIL INSTALL PLANT SO THE ROOT FLARE IS ATje OR UP TO 2ABOVE THE V ` FINISHED GRADE. ''�•CC 1 J�' PLACE PLANT IN PLANTING AND / ` �� 4 HOLE WITH BURLAP WIRE BASKET, (IF USED). �> ✓ a r INTACT. BACKFILL WITHIN APPROXIMATELY 12" OF ..•/„A.�Y THE TOP OF ROOTBALL, �✓ Y� WATER PLANT. REMOVE TOP Y, OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS ' GREATER. REMOVE ALL +� BURLAP AND NAILS FROM TOP Y, OF THE BALL. - REMOVE ALL TWINE. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO _ PLANTING. -3 TIMES BALL DIAMETE - THE LANDSCAPE CONTRACTOR SHALL VISIT THE PROJECT SITE TO BECOME FAMILIAR WITH THE EXISTING CONDITIONS PRIOR TO SUBMITTING A BID. WATER TO SETTLE PLANTS AND FILL VOIDS. - THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF PROPOSED PHYSICAL START DATE AT WATER WITHIN TWO HOURS OF LEAST 7 DAYS IN ADVANCE. INSTALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY - THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FIELD VERIFICATION OF ALL EXISTING UTIUTY SATURATE ROOT BALL AND LOCATIONS ON THE PROJECT SITE WITH GOPHER STATE ONE CALL 1-800-252-1166 PRIOR TO COMMENCING WORK. PLANTING HOLE. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF EXISTING UTILITIES PLACE MULCH WITHIN 48 HOURS DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFUCTS OF THE SECOND WATERING TO FACIUTATE PLANT RELOCATION. UNLESS SOIL MOISTURE IS EXCESSIVE. - GRADING TO BE PERFORMED B7 OTHERS. SHREDDED WOOD MULCH MIN. 4' DEEP (DO NOT PLACE MULCH - NO PLANT MATERIAL SHALL BE INSTALLED UNTIL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE AGAINST TRUNK OF TREE). IMMEDIATE AREA. PLUMB AND BACKFlLL WITH - ALL PLANT MATERIAL SHALL MEET THE STANDARDS FOUND IN THE AMERICAN ASSOCIATION OF BACKFILL SOIL. BREAK DOWN NURSERYMEN-AMERICAN STANDARD FOR NURSERY STOCK. SIDES OF HOLE WHEN BACKFILLING. - ALL CONTAINER MATERIAL TO BE GROWN IN THE CONTAINER A MINIMUM OF SIX (6) MONTHS PRIOR TO PUNTING ON SITE. ' - DECIDUOUS AND CONIFEROUS TREES SHALL NOT BE STAKED, BUT THE LANDSCAPE CONTRACTOR MUST GUARANTEE STANDABIUTY TO A WIND SPEED OF 60 M.P.H. - THE LANDSCAPE CONTRACTOR SHALL PROVIDE A MINIMUM GUARANTEE OF ONE YEAR ONE TIME REPLACEMENT ON NEW PLANT MATERIALS. GUARANTEE SHALL BE AGREED UPON BY DEVELOPER/BUILDER AND LANDSCAPE CONTRACTOR. - THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING OR AFTER INSTALLATION. �'- BEARPATH GOLF COURSE �-�� `_ - IF THERE IS A DESCREPANCY BETWEEN THE NUMBER OF PLANTS SHOWN ON THE PLAN AND THE NUMBER SHOWN ON THE PLANT LIST, THE NUMBER SHOWN ON THE PLAN WILL TAKE PRECEDENCE. -THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE WORK SHOWN ON THE PLAN. THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON THE PLANT SCHEDULE. - COMMERCIAL GRADE POLY LAWN EDGING SHALL BE INSTALLED WHERE NOTED. - THE LANDSCAPE CONTRACTOR SHALL REPAIR ALL DAMAGE TO THE SITE CAUSED BY THE PLANTING OPERATION AT NO COST TO THE OWNER. - THE LANDSCAPE CONTRACTOR SHALL KEEP PAVEMENTS CLEAN UNSTAINED. ALL PEDESTRIAN AND VEHICLE ACCESS TO BE MAINTAINED THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. - THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS AND PERMITS GOVERNING THE WORK. - STORAGE OF MATERIALS OR SUPPLIES ON -SITE WILL NOT BE ALLOWED. TH GOLF COURSE LOCATION MAP NO SCALE 205207 PIt - CIVIL ENGMEM 2422 Enterprise Drive Mendota Heights, MN 55120 (651)681-1914 Faa:681-9488 MATCH LIN (LAN4E-CON) =' 3' WIDE - SOD LAID AT EDGE OF STREAM BFI-13 - STREAM (LAN -DE -CON) So II - DB- TEERen :1 gineeri MANNERS IANDSURVEYORS IANDSCAP Cl ILE I hereby certify that this plan was prepared by 201 85th Avenue N.W. me or under my direct supervision and that I Name Coon Rapids Office Coon Rapids, MN 55433 am a duly Registered Landscape Architect Je 'fer attemg (763) 783-I880 Faa:783-1883 under the laws of the State of Minnesota Reg. No. 44763 Date 10/16/07 Revisions KEY COMMON NAME SCIENTIFIC NAME ROOT QUANTITY SPECIAL INSTRUCTIONS OVERSTORY TREES GA GREEN ASH/FRAXINUS PENNSYLVANICA 3-3.5' B&B 5 SHRUBS BI BOSTON IVY/PARTHENOCISSIS TRICUSPIDATA #3 POT 3 DB DWARF BURNING BUSH/EUNYMOUS ALATAS 'COMPACTA' #3 POT 30 PERENNIALS BFI BLUE FLAG IRIS/IRIS VERSICOLOR #1 POT 13 RS RUSSIAN SAGE/PEROVSKIA ATRIPUCIFOUA #1 POT 100 PERENNIAL BEDS TO BE AMENDED WITH COMPOST/PLANTING SOIL TO A DEPTH OF 6" LANDSCAPE GRADE BLACK VINYL EDGING TO BE USED BETWEEN PLANTING BEDS AND SOD AREAS SHREDDED HARDWOOD MULCH TO BE USED WHERE NOTED ON PLAN AT A DEPTH OF 3" NO WEED BARRIER TO BE USED BENEATH WOOD MULCH RIVER ROCK TO BE USED WHERE NOTED ON PLAN AT A DEPTH OF 3" FABRIC WEED BARRIER TO BE USED BENEATH ROCK MULCH SOD AND PLANTING BEDS TO BE IRRIGATED SEE SHEET L1 FOR PLANTING SPECIFICATIONS AND DETAILS STREAMBED DESIGNED AND CONSTRUCTED BY LAN -DE -CON (SHEET 1-2) Date 10/1 Designed JLH Drawn JLH CENTRAL PARK LANDSCAPE PLAN SIENNA CORPORATION 4940 VIKING DRIVE MINNEAPOLIS. MN 55435 0 5 10 20 GRAPHIC SCALE IN FEET LAKESIDE CHANHASSEN, MINNESOTA 205207 KEY COMMON NAME SCIENTIFIC NAME OVERSTORY TREES ROOT QUANTITY SPECIAL INSTRUCTIONS AA GA AUTUMN PURPLE ASH/FRAXINUS AMERICANA 'AUTUMN PURPLE' GREEN ASH/FRAXINUS PENNSYLVANICA 3-3.5" B&B 3-3.5" BdB 1 1 SHRUBS BI BOSTON IVY/PARTHENOCISSIS TRICUSPIDATA #3 POT 3 PERENNIALS BFl BLUE FLAG IRIS/IRIS VERSICOLOR #1 POT 33 DL DAYLILY/HEMOROCALIS SPECIES (MIX) #1 POT 100 PERENNIAL BEDS TO BE AMENDED WITH COMPOST/PLANTING SOIL TO A DEPTH OF 6" LANDSCAPE GRADE BLACK VINYL EDGING TO BE USED BETWEEN PLANTING BEDS AND SHREDDED HARDWOOD MULCH TO BE USED WHERE NOTED ON PLAN AT A DEPTH OF NO WEED BARRIER TO BE USED BENEATH WOOD MULCH RIVER ROCK TO BE USED WHERE NOTED ON PLAN AT A DEPTH OF 3" FABRIC WEED BARRIER TO BE USED BENEATH ROCK MULCH SOD AND PLANTING BEDS TO BE IRRIGATED SEE SHEET L1 FOR PLANTING SPECIFICATIONS AND DETAILS STREAMBED DESIGNED AND CONSTRUCTED BY LAN -DE -CON (SHEET 1-2) PISNEERengineering - CIVD.ENGRlEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCHREM 2422 Enterprise Drive 201 85th Avenue N.W. 2422 otaEnt rpnseHeights, Drive 55120 Coon Rapids Office Coon Rapids, MN 55433 (651)681-1914 Fax:681-9488 (763)783-1880 Fax:783-1883 SOD AREAS 3" 0 5 10 20 GRAPHIC SCALE IN FEET 205207 -� - PIt lt- CrvR. ENGWEEERS 2422 Enterprise Drive Mendota Heights, MN 55120 (651)681-1914 Fan:681-9488 i I 1 1 1 1 I I 1 I 1 I 1 I 1 1 1 I � 1 - - 1 _ _ 1 1 _ I I 1 I 1 1 I 1 I 1 I 1 1 1 I I 1 I 1 r. 7P I / / I r i r I p POND PEr"-EA.S LA SURVEYORS IANDSCAPEARClInECIS I hereby certify that this plan was prepared by 201 85th Avenue N.W. me or under my direct supervision and that I Name Coon Rapids Office Coon Rapids, MN 55433 am a duly Registered Landscape Architect (763)783-I880 Faz:783-1883 I under the laws of the State of Minnesota Reg.i ROCK MULCH Revisions MATCH j STREAM (LAN —DE —CON) 3' WIDE --- SOD LAID AT EDGE OF STREAM LANDSCAPE AREA Date 10/1607 ' 1 Drawn LJ 0, 1I hm 4- C1 ME CENTRAL PARK LANDSCAPE PLAN FUTURE r! w x KEY COMMON NAME SCIENTIFIC NAME ROOT QUANTITY SPECIAL INSTRUCTIONS OVERSTORY TREES BS BLACK HILLS SPRUCE/PICEA GLAUCA VAR. DENSATA 6' B&B 14 GA GREEN ASH/FRAXINUS PENNSYLVANICA 3-3.5" B&B 2 ORNAMENTAL TREES AU AUTUMN BRIWANCE SERMCEBERRY/AMELANCHIER X GRANDIFLORA 1.5- BIB 3 SHRUBS DB DWARF BURNING BUSH/EUNYMOUS ALATAS 'COMPACTA' #3 POT 42 PERENNIALS BFI BLUE FLAG IRIS/IRIS VERSICOLOR #1 POT 18 RS RUSSIAN SAGE/PEROVSKIA ATRIPLICIFOUA #1 POT 100 PERENNIAL BEDS TO BE AMENDED WITH COMPOST/PLANTING SOIL TO A DEPTH OF 6" LANDSCAPE GRADE BLACK VINYL EDGING TO BE USED BETWEEN PLANTING BEDS AND SOD AREAS SHREDDED HARDWOOD MULCH TO BE USED WHERE NOTED ON PLAN AT A DEPTH OF 3" NO WEED BARRIER TO BE USED BENEATH WOOD MULCH RIVER ROCK TO BE USED WHERE NOTED ON PLAN AT A DEPTH OF 3" FABRIC WEED BARRIER TO BE USED BENEATH ROCK MULCH SOD AND PLANTING BEDS TO BE IRRIGATED SEE SHEET L1 FOR PLANTING SPECIFICATIONS AND DETAILS STREAMBED DESIGNED AND CONSTRUCTED BY LAN —DE —CON (SHEET 1-2) WOOD MULCH o a Io zo `. GRAPHIC SCALE IN FEET LANDSCAPE AREA SIENNA CORPORATION 4940 VIKING DRIVE MINNEAPOLIS, MN 55435 LAKESIDE CHANHASSEN, MINNESOTA 205207 L6� 6 �b CDQF�� 4000 PSI Shotcrete (See Pond Floor Detail) 2 ELEVATION 30' - 0" Water Level 9 4" scol 40 FVC OVER GEO TEXTILE MAT i,Shotcrete/Wa terr rooPiro Detail 6'-9 1/4" 30' - 0" �30' - 0" r-- Water Level 4 -0'i Low Voltage Lighting N20) Water Level See Vault Detail Stream 5y Others Fhase 230V Concrete Va u l MA yy Yy a -- themesoap", Inc. 811114 Tarm et. - N. Mil, M SM 851I-T784784 / 888-n8-Tl" Fau 851-778-t885 vat- taCOffl mao,per M.M WWWA AS"Pullimoun All drawings and written material appearing herein constitute original and unpublished work of ThemeScapes and may not be duplicated, used or disclosed without the written consent of ThemeScapes. ©2007 ThemeScapes, Inc. Project Name LakeSide Development Eden Frame, MN revision drawing title Pond Layout scale as noted drawn by HAI date 10.04.07 checked Gunz date 10.xx.07 project no. drawing no. T1=1 8 PI$NEERengineering LAKESIDE GRADING CONSTRUCTION PLANS CHANHASSEN, MINNESOTA Bearpath Golf Course r-1 I I r—T—� I I r—T—, I I r_ T—� I I r_ T-1 I I r—T—, I I r-i CIMENOWEERS LANDPLANNERS LANDSDRVEYORS LANDSCAPEARCFETECI'S I hereby certify that this plan was prepared by /� Revisions 2422 Enterprise Drive 201 85th Avenue N.W. me or under my direct supervision and that I Name 'N/t Mendota Heights, MN 55120 Coon Rapids Office Coon Rapids, MN 55433 am a duly Licensed Professional Engineer Paul J. Cherffe (651)681-1914 17=681-9488 (763) 783-1880 Fu:783-1883 I under the laws of the State of Minnesota Reg. No. 19860 Date 10/2/06 14-1 I I r—T LAKE RILEY ROAD E. = (_j \V SAG n COVER SHEET Lake Riley 0 25 100 200 GRAPHIC SCALE IN FEET SIENNA CORPORATION 4940 VIKING DRIVE, SL.IITE 608 EDINA, MINNESOTA 55435 CITY OF CHANHASSEN RECEIVED OCT 0 2 2006 CHANHASSEN PLANNING DEPT LOCATION MAP 1. COVER SHEET 2-5. GRADING & EROSION CONTROL PLAN 6. DETAILS BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±75 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.07 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.07 Prior to any excavation the contractor shall verify the location of all underground utilities. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area (651)454-0002 Mn. Toll Free 1-800-252-1166 LAKESIDE CHANHASSEN, MINNESOTA I qF 6 0 a n 0 N N O N SEE SHEET 4 24" TEMPORARY OUTLET STRUCTURE SEE DETAIL. � ROCK CONSTRUCTION ENTRANCE \ \\ J "V7, RIM Ei_ 87 -42 INV ER68.62 EXCAVATE TEMPORARY DITCH TO POND. INSTALL TEMPORARY F- m \24" CMP CULVERT UNDER V? n u PROPOSED ROADWAY \ W I0 \ i 00 wL' to / Q og I / \ TW 882.0': BW 880.0'.• LIJ I Q i Q / INSTALL SILT N / \FENCE (TYP.)-�: 'TYPE 1 �Im I � I TW 883.7 L BY 879.0 O / I r • \' ', • 24" TEMPORARY / OUTLET STRUCTURE \ SEE DETAIL OUTLET CONTROL ► \ / / STRUCTURE' I cc \ / Jw /' > Q3 I N i• INSTALL WOOD ` \ FIBER BLANKET , n �A to C v � v 76 jTj n cV�R Ri ' 56 �'41 PIONEERengineering CIVR.ENGINEERS LANDPLANTRS LANDSDRVI;YORS LANDSCAPEARCFUIEM 2422 Enterprise Drive Coon Rapids ids Office 201 85th Avenue N.W. Mendota Heights, MN 55120 Coon Rapids, MN 55433 (651)681-1914 Fax:681-9488 (763) 783-1880 Fax;783-1883 SEE SHEET 2 106 DRAINTILE AT WALL SECTION NO SCALE INSTALL SILT FENCE (TYP.) TYPE 1 I L5 4.1 1_5 0.5 �, ! 1 I w : TW 907.0 I! TW 907I0 . BW 903.1 I I g j+BW 903.5 j. TW 911 I i J x' 107, BW 908.0 • \I o Bw 909.0 TW 08.0 BW 903.5 INSTALL WOOD eTW 910_- - s1o.o FIBER BLANKET - � _ i I i I gilding A _• 0204 I X � 28• GREEN 4SH ! O L v � O . l GRAPHIC SCALE IN FEET 147 SEE SHEET 5 I / INSTALL SILT FENCE (TYP.) TYPE 1 \ /� I A VR1EL 0 .00� INV EL 00 .00 !!! III IV I Q /INSTALL WOOD Y FIBER BLANKETrI v >/ / I L O I I Z I/ I SEE SHEET 3 PI$NEERengineering - CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCIMECPS 2422 Enterprise Drive Rapids Office 201 85th Avenue N.W. Mendota Heights, MN 55120 Coon P Coon Rapids, MN 55433 (651)681-1914 Fax:681-9488 (763) 783-1880 Fax:783-1883 t � I I I � 191 TW 910.0 BW 904.8 I / J INSTALL WOOD I FIBER BLANKET I I i INSTALL SILT i FENCE (TYP.) N` TYPE I i1 l N 908.o ti / W 905.3 / U) o/ I U I II/ 4-- I p I p I \ a IW 905.8 m / I I II I I �II I I Au rw 909.5 3W 906.1 / DRAINTILE AT WALL SEC11ON NO SCALE GRAPHIC SCALE IN FEET Y NIGH \ fl 1 INSTALL SILT , lima gun ,�w �■■►�■■■ ■ .�- �.,�; ram■-: ■��I�a�11FNP� �--■Own - ■v. �� all■1 'No■ ■' ..�� ■.IAA ��■■� ■■ ■■■�I `�■� 1■ N .:0: �'i�111�!M'-�■::�-::n�2 II,IIL�1�� 1 �.■:�■■ . , .■ ■ ..■1 1 ,.. :;-a .. v.._.�:c�1._a_.. 11� 1._ :.C:.1►�;11�1.r ■ ■■al>•u■ ■=� ■■ Win■■ IN DRAINTILE AT WALL SECTION 110 t ��'� ` :�i ��I Ill��n■ii► NO a I ' ISO 1111 NO SCALE or ■■r .■■IIWAN" ��..I,I��IIIL. ;..�,..�,I w- � � I■�n� i a,e■" • � eu Mi>.1 Y r.■�inn.Il>• ME• ■■.J • ' I ��n►11no r 11lid 1 ■■ ■■ ■■. .4 OF ANNE 11�� ] instil �� • �/.A:�� :III ■■�� III� �■r,, m .- . !n■�1■■■ s •. a Saw INSTALL SILT FENCE (TYP.) TYPE 1 f ..... E.. t 11 A ; • '1 $1 , � 9 III r __ � r 1 \\■11, 904.7 r. row— • c' � I�nll' V <PIPRIM El `, • �= •� °IIco ME ,► • 1 1 1 1 1 • • • ��■ram\I . � / • 1 . 1 I ■C� ■.INS ME 111FA111111111 ail . • • //1i ■■■ wzdl VHM • I '�'I is • '1�r� ' • 1 .1 . 1 • i I � it is �-�-� � N7 ,■ .�'•Tw 910.(0 bw . • 1 _ / Arl■■t■L ■■1 1 �� 1 1BiilfiilS■ � , � I .ti I 'I�1 I •! Oi • • . , ;1 • •.00 .00 1401 1 .' .1 �' ! 111111111111 MENU :i10 MGM PISNEEReneneeHng ISEE SHEET 4 CIVn.ENGINIDt5 LANDPLANNERS LANDSURVEYORS LANDSCAPEARCFmEM I hereby certify that this plan was prepared by Name a(�/%/ Revisions Date 10/2/06 GRADING &EROSION SIENNA 2422 Enterprise Drive 201 85th Avenue N.W. Coon Rapids Office Coon Rapids, MN 55433 me or under my direct supervision and that I w� Paul J. Che e Des! PJC 49EUIN Mendota Heights, MN 55120 am a duly Licensed Professional Engineer 19860 10/2/06 CONTROL PLAN (651)681-1914 Fax:681-9488 (763) 783-1880 Fax:783-1883 San! under the laws of the Stare of Minnesota Reg. No. Date OEM Drawn SAG a�: a 0 EROSION CONTROL NOTES TOPSOIL ALL DISTURBED AREAS SHALL HAVE A MINIMUM OF SIX (6) INCHES OF TOPSOIL PLACED. SEEDING SEED MIX SHALL BE MnDOT 250. DORMANT SEEDING AFTER NOVEMBER 1, MULCHING MULCH SHALL BE MnDOT TYPE 1. STRAW SHOULD BE SPREAD UNIFORMLY AT A RATE OF 1-1/2 TONS PER ACRE AND ANCHORED WITH EITHER NETTING OR A STRAIGHT DISC. ALL SEEDING AND MULCHING SHALL TAKE PLACE WITHIN THE FOLLOWING TIME FRAMES: - SLOPES STEEPER THAN 3:1 WITHIN 7 DAYS - SLOPES FLATTER THAN 3:1 AND STEEPER THAN 10:1 WITHIN 14 DAYS - SLOPES FLATTER THAN 10:1 WITHIN 21 DAYS INSTALL WOOD FIBER BLANKET ON ALL SLOPES 3:1 OR GREATER. BITUMINOUS TRAIL ON LYMAN BLVD. 12' INTERIOR BITUMINOUS TRAIL r 1'7,7 TOPSOIL, 3" TOPSOIL, D &MULCH EED &MULCH 2.0X I 3" MNDOT 2350 LVWE45030B ILL 3" MNDOT 2350 LVWE450308 6" CLASS 5 AGGREGATE BASE (100% CRUSHED) 6" CLASS 5 AGGREGATE BASE (100% CRUSHED) COMPACTED SUBGRADE COMPACTED SUBGRADE TYPICAL SECTION B612 CURB AT PRIVATE DRIVES AND PARKING AREAS 6" CONCRETE SIDEWALK & 4" CL. 5 AGG. BASE SEE PLAN FOR Lvi:,: i A 24' 5' r4" TOPSO4. & 2% SLOPE 2.75% 2,75% 1' SEED (TYF; TYP. \ti' MNDOT B612 CONCRETE CURB & GUTTER PAVEMENT SECTION TC = CL+0.09' 1.5' MNDOT 2350 LVWE350308 BITUMINOUS TACK COAT 2357 2' MNDOT 2350 LVNW35030B 6" CLASS 5 AGGREGATE BASE (100% CRUSHED) 24' MNDOT 3149.213 SELECT GRANULAR BORROW TYPICAL SECTION SUMOUNTABLE CURB AT PRIVATE DRIVES 6" CONCRETE SIDEWALK & 4" CL. 5 AGG. BASE SEE PLAN FOR LOCATION 24' 5' 4" TOPSOIL & 27 SLOPE 1' SEED SEED (TYP) 2.75% 2.75X — c? \V CONCRETE CURB & GUTTER (=TO 2% SLOPE PAVEMENT SECTION 1.5" MNDOT 2350 LVWE35030B BITUMINOUS TACK COAT 2357 2' MNDOT 2350 LVNW35030B 6" CLASS 5 AGGREGATE BASE (100% CRUSHED) 2e MNOOT 3149.213 SELECT GRANULAR BORROW TYPICAL SECTION 8612 CURB AT PRIVATE DRIVES AND PARKING AREAS 6" CONCRETE SIDEWALK & 4" CL 5 AGG. BASE SEE PLAN FOR LOCATION 5' 24 r4" TOPSOIL & 1' TYP. J MNDOT 8612 MNDOT 8612 CONCRETE CURB & GUTTER TC - rk+0.09' CONCRETE CURB PAVEMENT SECTION GUTTER C O gg• 1.5' MNDOT 2350 LVWE350309 BITUMINOUS TACK COAT 2357 2" MNDOT 2350 LVNW35030B 6" CLASS 5 AGGREGATE BASE (1GOX CRUSHED) 24' MNDOT 3149.213 SELECT GRANULAR BORROW P18NEERengineering i R Op0 Pvg�1C 0 1"-2"WASHED ROCK 0 J So 41>S• yFN o o Th�OR X, c 6"MIN.DEPTH FOR ROCK 10"MIN.DEPTH FOR WOODCHIPS hp, o 0 000 S v1t03N M1NYMUM 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE • FILTER FABRIC NOTES FILTER FABRIC SHALL BE PLACED UNDER ROCK - TO STOP MUD MIGRATION THROUGH ROCK. CITY OF ROCK CHANHASSEN CONSTRUCTIONN ENTRANCE REVISED: I —as DATE: PLATE NO.: S3O1 FIL NAME: 393 5}pt 0 0 Y J 3 w 0 w 0 0 0 w CHARLES CUDD 2 & 3 UNIT BUILDING SECTIONS 75 _ 25' 10' MIN. 25' o MIN. WO 10' :.6 \ \ I J K < :D w (n O tL U O w DO f 3% — — 5' TOPSOIL WALKOUT NO SCALE 75 10' NISHED GRADE ZADING GRADE b morIP°engl, �Steel T Posts 24' in ground Note: Zip Ties Silt fence per MNDOT specifications, source 2000, machine sliced woven monofiloment, 36"wide fastened to steel T-Posts with 3(501b) tensilecj1% strength plastic zip ties per T-Post. (Machine sliced) 6' w". D,Ih oI At fence embedment. EROSION CONTROL FENCE - TYPE 1 Note: Type 2 silt fence is the some as type I with hay bales installed as per detail Type 2 to be used to protect all wetlands. Sleet T Posts 24" in ground mo�yporm9 6' Hnv or Stro" Dal . - In .nM sU1e bbm W.0 bde 151.20 Ile IM gwnt - -_ 05a I" be 6' beo. gNe Zip Ties e _EROSION CONTROL FENCE - TYPE 2 CITY OF SILT CHANHASSEN FENCE REVISED: 1-00 DATE: PLATE NO.: S3OO GIL NAME' 393 0p 0.5' MIN. TOPSOIL FINISHED GRADE LO GRADING GRADE 10 0 L 1:n .5' TOPSOIL LOOKOUT NO SCALE OUTLET CONTROL STRUCTURE CONCRETE FLUME FOR WATER FEATURE \I 21 V 4.. \: A' 1 '.a PARKING LOT MIN. TOPSOIL TYPICAL BUILDING SECTIONS C• W1MOO. ULC. xAr6 ®'m' •w . w en trm >g� 6,609,652 Ot/20/04 SPECIFICATIONS AND STANDARDS - AISC M NUAI OF STEEI CONSTRUCTION, 9TH EDITION. - AWS S��A��nIN- OD , D1.1-94. - 29 CFR 1926 - OSHA HE��AN�op< DESIGN LOADS ALLOWABLE AXLE WEIGHT LOAD n/a SAFETY FACTOR n/a WATER FLOW RATE (THROUGH TYPE FF FILTER) 0.707 eft O 3' hood MAXIMUM OVERFLOW RATE 5.94 cfs O 15' head DEFUSeTOR PLATE OVFRRlre ( - cwrFn OF FLTE t A55E I1YF16tlll/ 0 - toP a cum Sox 10' REY TER A596LY CURB 4 cc-u Hlw-nmr F1W-1107/ A /s M ROAD DRNN IIWYa16Y lYMnM wt CG-23 HIGH -FLOW lasam wlro6a Waal am M 1.w or M sba a INLET PROTECTION "ten CURB LID GUTTER MODEL mts><P.-6omL'rr— VARIES' 10' CONDO BUILDING t0' 0 O O F.F. ELEVATION (n 0.33' TOPSOIL / 0.80' HOLD DOWN �/ / G.F. ELEVATION / FINISHED GRADE GRADING GRADE WOODDALE 3 & 4 UNIT BUILDING SECTIONS �18�VARIES 25� o MIN. I 3 DO I I GRADING GRADE LLJ N p o 10' .5NTOOPSOIL wo 2.75' HOLDD < W M W_ _--- -- — WALKOUT NO SCALE 25' O MIN. 867.5 18 3 c�.1 o 0.5' C) 10' / 0 U Lr' O < Wm 0 w Lb (TOPSOIL LOOKOUT NO SCALE 10' GRADE G GRADE 5' MIN. TOPSOIL MIN. TOPSOIL 5' MIN. TOPSOIL P WiMCO. ILr_ aluaw¢ w �n t•@ 5EECIFICATIONS AND STANDARD - AISC MANIIAI OF G1FFl CONSTRIICnON 97H EDITION. - AWS S7R ICTURAI WELDING COD - S1m D1.1-94. - 29 CFR 1926 - cHeee�up H4��n�RM DESIGN OAnSS ALLOWABLE AXLE WEIGHT LOAD 20000 LBS. SAFETY FACTOR 2 : 1 WATER ROW RATE (THROUGH POLYEM SLEEVE) 0.476 de O 3- hood WATER FLOW RATE (w/ NO SLEEVE) 1.113 cfe O 6' heed 1.575 cfs O 12' head MAXIMUM OVERFLOW RATE 1.074 cfe O 15' head IDESIFR AEE14 e rt R1Fn ASS]1BLY e A: t "HOLE CaJFRASSE SLY t 4 e• R/ < t y .e AEM ROAD DRAIN I ,Dar minv eta lIn IUII w naaenaaum wuaT •twev e• ea I w A sar _ RD-23 WtET PRGIEC•RDN 1arS0. ,a :•:.:'••''•: me' TOP SLAB MODEL >sRRTOE'9mlTf— TEMPORARY OUTLET CONTROL 8" OUTLET EMERGENCY SPILLWAY (AS NOTED ON GRADING PLAN) PLACE 3 C.Y. RIP RAP- CL. 3 W/FTLTER FABRIC 8" CMP W/1" HOLES DRILLED 6 O.C. NWL 1" COURSE FILTER — ROCK MnDOT 3149.2H TEMPORARY OUTLET CONTROL AT POND 1 EMERGENCY SPILLWAY (AS NOTED ON GRADING PLAN) SELECT BACKFILL MATERIAL COMPACTED BACKFILL NON -SELECT BACKFILL MATERIAL COMPACTED BACKFILL 24" CMP W/1" HOLES DRILLED 6 O.C. u! i NWL pa • • oo c4 EXIST. 30" RCP — — 1" COURSE FILTER ROCK MnDOT 3149.2H SUBGRADE CORRECTION DETAIL AS NOTED 0.5' TOPSOIL REES GRADING GRADE A 3. 0' PROPOSED FINISHED GRADE EXISTING GRADE ........ .............. ...................... • •:,,., n., �\ LIMIT OF SUBGRADE EXCAVATION SELECT BACKFILL MATERIAL oR 0"F � DNS M� 3.0' s7 NON —SELECT BACKFILL MATERIAL MAx. COMPACTED BACKFILL MAX. 10. f MIN. BOTTOM OF UNSTABLE MATERIAL CIVILENGINEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCHITECTS 2422 Enterprise Drive 201 85th Avenue N.W. Coon Rapids Office Mendota Heights, MN SSI20 P Coon Rapids, MN 55433 (651)681-1914 Fax:681-9488 (763) 783-1880 Fax:783-1883 I hereby certify that this plan was prepared by y Name me or under m direct supervision and that I am a duly Licensed Professional Engineer Pau] J. Ch a under the laws of the State of Minnesota Reg. No. 19860 Date 10/2/06 Revisions Date 10/2/06 DETAILS SIENNA CORPORATION 4940 VIKING DRIVE, SUITE 680 EDINA, MINNESOTA 55435 LAKESIDE CHANHASSEN, MINNESOTA OF 6 6 Designed PJC Drawn SAG FENCE NE CORNER OF EAST LINE OF THE NE 1/4 OF 6.0 FT HIGH CHAIN LINK FENCE-,` 2574.55 6.0 FT HIGH CHAIN LINK FENCE-, EAST I FOUND IRON ,-SEC. 24. T. 116. R. 23 --SEC. 24, TWP, 116, RING. 23 a (FD CARVER CO. CIM) i �O �o-- �•a---,�•-e -III °�= -o - o "'ro--o-.bra- o�" ° - 1 % - o -- 386.74---- FD RLS 20281 0.20 �-�-� y,2 -�st 9j9\` - S 00`8Q1. E ,\ 2188.01 �. e-o o� \ \ \ 1 S00 07 01 W 1320.17 t - -- 386.54/— _ W _ _ t ��25.92 81.31 305.23 1 0 l w a r_ 546.20 I1 51 i --V W 94s 1 I 1 \ S --- , ? 1 CHAIN LINK FENCE-'\97,1 (�.�� / ' I I oil♦ I I , ` 1 ' �906- 0 0)/I \10a_ v SING J/ . --------------------------- ' ------- ------ -T Cq 11iy i cli 0 M j L1J qz \ \� �Nlal� \ W1yt , NIX az>m wo 3W!/�11, 10 rH Z_ ��I W 7Z 1-'�' r �-' - W MWO �O / / ZCWa W�YQp N OwKNJZ N ce O Q) 00 i LLI W C U Zaz / a W 003 i O -- Z 30 FT. MN VALLEY ELECTRIC COOPERATIVE EASEMENT PER / BOOK 43 OF DEEDS, PAGE 398-399, ;•Qr MODIFIED BY DOCUMENT N0. 67379 / 1 / ro V`-NORTHERLY \ EXTENSION OF A LINE PARALLEL WITH AND 641.67 FT. WESTERLY OF THE EAST LINE OF NE 1/4 OF SEC. 24 - 1111IMt iTv RA A D 1 1 livini NO SCALE Revisions No. Date By Remarks A 6 27 O6 JRH REVISED PER UPDATED TITLE COMMITMENT WEST LINE OF THE SE 1/4 ,,-OF THE SE 1/4 OF SEC. 13 1 i No. Date By Remarks Lt_ 1 1 a to ei$� �WInz IG ^O aWytF 1 •)�`1/ .; ,,I \Olt��/ ,34.0 13.3 n 1627 n, < >1 �z I In ' t i N �.0$ /--------------- - �1 a OHa J - 3.0 1a0 I O- p(IS NG 2 STORY CONCRETE R A C T B--= -; i i 9=W ZCZ I / 10 �; J f \ E_ I MAR,NFNT 60-UING90. ' m - ' 1 1 p W I , a _y_[i� J , to ��1+ I O 1ST FLOOR F1EV.=903.6 --fr.i tf-F } QO ` \ n 1 13.3 7 7 3.3 I m_ S I �� '� -9oa` EASEMEN FOR ROADWAY / ----M �{ p I 1 .. qr- I / i to I CI I ��' I N I 1 W to 7 �w 1' .` i o a w 1 \b o \\Sd I I .1 I �902- �� & TIDTY PURPO BPER -- m I /---------------- i e ` N 72 7 7 p > 1L m / Ai WO a3 x # D � ^ I \ \ I rFn �.''^. I 1 0 /^ -0UO-----i- ♦ \� MENT 0. u,7999 \`, /j: / WC i i 7cZ zFOe I I / I..: t0 ` / Z a i /�r / t` IIr ' -� �i �gOz� _i \ /j I� \ , tft V ` 1 I c I 3.0 73.0 I �898-� ♦ -� \\ J X'/ o �W<"/- I V , �41 <'. \�\\1 °�d! 1 O rn 34o%h �- - 896-v-- \ \B CHMARK /�/)/ ? �axg I r ; �W ^ ,; v, s �m m l B i 9 ' i- / TIN 896. 1( YYYQiii p I a 94- / ON \a 1 r1 1 �- M mill �//.lrl I __-- ' Ny0 , `-�_�� IN 3.0 1a I as B9B \ ( �� / // /`♦ \� ZZ , m`, , / V I �i �L �i <7_ I7 .i- �' 34.0 %n // U'/_I ao34.oa0 I —"'"\, S�,O-I�L'-,$9RN'1B ��/�—•aa_.892-_ \\\ N WI 1, ♦7 ♦ I ✓ ¢1 k' 1 �� f2V 89E69 \ �- �-- / +e v'--890�_- �' \ \\\ \\// , Y..1 On I �7�f. al1LCONY (1YP.«.' —888-- 4 m Z N f01 17, 1 - 1 ml , fI I �" / ______ \ O^ = ; O; I i 11 `• ' I 9�n 1 13.3 0 1627 0 73. In C < t ` 1 Q \p• �F I r l I r� I I - ` I 7 111 \ I n n I e'^f D051WG STORY �NCRETE t`O a / K / --886- 1 ,,�ptl ` I C \ I N �� I APARTMENT BUIDING \ / Z I N 1 ; I I i ' ,••� �`♦ `' \ ' I �' °' I \n t FLOOR ElEV.=8B7.5 \ i / M 3 z N J'! i � I \ � � ,♦ I �� ' I / 3.3 •- 1 7 13. � .' r / _---884-� �( ___ ____________ / Y \ W � � I 1►.J-------� , m / ,,. rn 1 , .I /Ww) \ ,e-r le t 1 _ ♦ /--882'_ / O i i 1 i I I c O moo° Ii1 M '` -: ' �- i l/ \ "ll� 0 11 1—896�.-� 1. \ X M 1_ ' I SANIT 0m w I -7 0 _ I 13.0 t3. I / I �g94-y / �� Z� ` 1 q n 34.0%n .� 92 I $(5n / F GE 7 {- 9 .•c w (3 / SOIL BO IN ) 1 I / w 1 1 1 1 I I o \ m y ��ptg,g , LINE1R, FY. SANITARY o m T /N 1 1 ; `I, I I I aW� I o `I 1 fY\,o� qi I -_j y I �1� I ,♦ �♦ �EA9E1NYtSER�B00FC 147�010�y 1 .♦'V'L�4, 1 -/ Op' DEF•DS,.taj(AE 227�•233-, a Gi Gj Off. I 1 `, `, ,qs\r 1 I Z , °� O'R ' N N W /qo A N \` ,/�`�` 1 �/ //-�7y�• \ ` I I y O t Z ', i \ 30 F r MN C 1 / 1� j� \� + 9 g8s— \ \ Z Z 1 1DOPERATI E S T rl I �8s - 01 J O _- / z w N i 1 BID 43 OF PA O 398-39Jq 1 ( \\\ , Bga i- {} A / AN \ 1 �t I z do �AODIFlED B MEAT 7i 9 yq \ \ m _ > , o, �\ Y , 1 . •. 1 0 I 1 b �FOU7D IRON ' ' i ,` 11 51 �j�� I r M�OWUNE-. I � )) I �Oi \�T � 1 � �---�--/� -.�):.- �_�-•r--V- �r _1�3� EAST 1/4 CORNER OF ,J:C. 24, T. 116. R. 23 F OPAII&ER CO. MON.) ; `-4.0 FT HICH WIRE FENCE FT HIGH T RAIL FENCE 71 -=-30 FT. MN VALLEY ELECTRIC COOPERATIVE EASEMENT PER BOOK 43 OF DEEDS, PAGE 398-399, & MODIFIED BY DOCUMENT NO. 67379 �m a / co \J no In CO N3 . WO CO i z ! z J L67u1 3 22� ` r INGRESS & EGRESS ESMT DOCUMENT NO. 1995D6 W CENTER LINE OF 20 FT. SANITARY �I- IT ` — — — — p z a I SEWER EASEMENT PER BOOK 147 I -I ' o`, �� /L; ; " '< T�-�-T i-'r r-si— - N Of' \ w m / OF DEEDS, PAGE 227-233-.`r0£ I- - — � / mm`� 16 a \ _ \ -�- oho " ''-----PARCEL 2 /- , s I /, r♦ -r I t r\ , /♦ r rN \ r♦ r♦ I -I- I /\ r, I ,// 1\11 SEWER EASEMENT PER BOOK 147Y t v , i I , I I o L / / -• :4 i / ` , , t JI I-: i t 1 ,' ` I -e.. i ' ` I 3b FrIHIGHI•' ��; LINE OF 20 CHAIN LINK FENCE N / I 1 1 1 , 1 I I i / 1 I \WEST OF v � DEEDS, PAGE 227-233 �(FALLS ' II <-- ` --- .. .. t L_ ., ! i-` ., I I i PROPERTY LINE) w 4v/ r,At\ /�•- O------- \W I I I III ., - , / 00. / (A/ \ p\ Lam_ W I� 30 PE MN VALLEY ELECTRIC I COOPERATIVE EASEMENT PER r----------------�'---r-.•..;---- - ---- ,- -r� ; J I vn I ��`_ 1 --Mg1YLIN " - / 308.90 i n I I of 394.67 t LS 17255>-0.07 - - _ -WEST LINE OF THE EAST 11 5r - y - -- -��\ ` `♦� / 3303. 2 � — — 641.67 FT. OF THE NE 1/4 I I -'' "` y% :" / O, 906� � � -i --. ,� JAL c._ :. i "� �-- ,.. L'• .a. E CTRIC / OF THE NE 1/4 OF SEC. 24 I I �' - —If 19!IUNe- 1 `- .' < --CENTER LINE OF 50 FT. SANITARY 1W,1 I I SEWER EASEMENT PER BOOK 147 BOOK 43 OF I I -- - x MODIFIED BY DOCUMENT NO. 7379 1 1 S, PAGE 398-399,/ OF DEEDS, PAGE 227-233 I �1 / Y \ \ \ \ \ WEST LINE OF THE NE 1/4 WEST LINE OF THE SE 1/4 \ I I 20 / + .-OF THE NE 1/4 OF SEC. 24 \ NN \ \ �— /-OF THE NE 1/4 OF SEC. 24 / 1 / \ \ \\---------� I I -----I-------------- -- —--------- 7— — — — — — — LEGEND • FOUND MONUMENT O SET MONUMENT IS ELECTRIC OUTLET M ELEC. BOX GUY ANCHOR LIGHT tt UTILITY POLE SIGN He HANDICAP SIGN '+ GAS SIGN 0 GAS VALVE O MANHOLE O; CATCH BASIN GATE VALVE b HYDRANT + SOIL BORING ® COMMUNICATION BOX — s —SANITARY SEWER —ss—STORM SEWER — I —WATER MAIN —�—OVERHEAD WIRES E —UNDERGROUND ELECTRIC G —UNDERGROUND GAS BUILDING LINE — — —BUILDING CANOPY —&—RIGHT OF ACCESS CONCRETE CURB CHAIN LINK FENCE — Q—WOOD FENCE �"' TREE LINE BITUMINOUS SURFACE 0 CONCRETE SURFACE GRAVEL SURFACE I Imll I LANDSCAPE SURFACE I hereby certify that this plan was prepared by me or under my direct supervision and that I am a duly Licensed Land Surveyor under the laws of the State of Minnesota. Sianature Name Henry D. Nelson Date 11/28/05 License # 17255 GENERAL NOTES: 1 . Bearing system shown is based on the plat of NORTH BAY. 2. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. Utility information shown hereon, if any, are a compilation of this map information and those visible utilities that were located during the survey field work. The surveyor further does not warrant that the underground utilities shown hereon, if any, are in the exact location as indicated, although he does certify that they are located as accurately as possible from information available. The surveyor has not physically located the underground utilities. Pursuant to MS 216D contact Gopher State One Call at (651-454- 0002) prior to any excavation. 3. This property is in Zone C of the Flood Insurance Rate Map; Community Panel Number 270051 0010B, dated July 2, 1979. 4. This survey and the easements shown thereon, if any, are based on First American Title Insurance Company commitment to insure: Commitment No. NCS-238378-MPLS dated April 30, 2006. Schedule B, Section II items are as follows: Item 10: Property is subject to terms and conditions of and easements contained in Easement Agreement dated July 31, 1996, filed August 13, 1996, as Document No. 199506, to the extent to which it affects Parcel 2 of the land insured hereunder. Item 11: Property is subject to terms and conditions contained in Temporary Access and Utility Easement dated March 31, 1997, filed May 21, 1997, as Document No. 210990. (Shown on Survey) Item 12: Property is subject to terms and conditions of and easements contained in Easement Agreement dated March 16, 1998, filed November 23, 1998, as Document No. 238997. (Shown on Survey) Item 13: Property is subject to easement for utility, in favor of Minnesota Valley Electric Cooperative, as created in document in Book 43 of Deeds, Pages 398-399, and modified by Document No. 67379. (Shown on Survey) Item 14: Property is subject to terms and conditions of and easements contained in Easement agreement filed March 14, 1979, in Book 147 of Deeds, Pages 227-233. (Shown on Survey) Item 15: Property is subject to terms and conditions of Wetland Alteration Permit 95-3 dated April 22, 1996, filed October 3, 1996, as Document No. 201713, to the extent to which it affects Parcel 2 of the land insured hereunder. (Surveyor is not aware of any wetland alterations per Wetland Alteration Permit 95-3 affecting Parcel 2. The Southe . line of Parcel 2 is the shore line of Lake Riley.) Item 16: Property is subject to terms and conditions of Contract for Private Development By and Between the City of Chanhassen, Minnesota and The Rottlund Company, Inc., dated June 10, 1997, filed September 18, 1997, as Document No. 215935, to the extent to which it affects parcel 2 of the land insured hereunder. 100 0 50 100 Item 17: Property is subject to terms and conditions of Special Assessment Agreement dated October 24, 1994, filed February 1, 1995, as Document No. 176846. SCALE IN FEET Amended by Amendment to Special Assessment Agreement dated May 2, 1997, filed June 26, 1997, as Document No. 212497. Item 18: Property is subject to taking of all right of access to Trunk Highway No. 312 as shown by Minnesota Department of Transportation Right of Way Plat No. 10-17 filed October 19, 2004, as Document No. 399301 and by Quit Claim Deed dated March 4, 2005, filed May 6, 2005, as Document No. 413530. (Shown on Survey) Item 19: Property is subject to rights of the public and the State of Minnesota in and to that portion of the insured premises lying below the natural high water mark of Lake Riley. c ,./. Pluperiy Iderdiflcailull IVUlllbel: Parcel 1. 25-02401UU Parcel 2: 25-5530020 6. Address: 125-133 Lakeview Road east, Chanhassen, MN. 7. Area: 1,147,200 sq. ft. 26.34 +/- acres 8. Benchmark: 1. TNH on north side of Lyman Boulevard lying ±175 ft southeasterly of the intersection of Lake Riley Rd. E. and Lyman Boulevard. EIev=886.79 SCANNED 2. TNH on north side of Lyman Boulevard lying ±490 ft southeasterly of the intersection of Lake Riley Rd. E. and Lyman Boulevard. EIev=896.07 Designed Drawn JRH Date 11/28/05 Checked HDN Approved mbs Frank Roos Associates, Inc. 9. Parking: No striping 10. Field Work was completed November 28, 2005, 11 . It appears that the south line of Parcel 73, per MNDOT Right of Way Plat No. 10-17, per Doc. No. 399301 & 413530 falls south of the boundary. 12. Wetlands were delineated by others. 13. No Field Work was performed after November 28, 2005. Engineering • Planning • Surveying 14600 28th Avenue North • Suite 140 Plymouth, Minnesota • 55447 phone 7631476-6010 • fox 763/476-8532 Client Sienna Corporation Minneapolis, MN Project PARCELI All that part of the Northeast Quarter of the Northeast Quarter, and of Government Lot 1, of Section 24, Township 116, Range 23, together with that part of the Southeast Quarter of the Southeast Quarter of Section 13, Township 116, Range 23, which lies East of a line drawn 641.67 feet West of, measured at a right angle to and parallel with the East line of the Northeast Quarter of the Northeast Quarter of said Section 24, Township 116, Range 23 and its extensions. EXCEPTING therefrom the following described Tracts A and B: Tract A: All that part of the Northeast Quarter of the Northeast Quarter of Section 24, Township 116, Range 23, Carver County, Minnesota described as follows: Commencing at the Northeast corner of said Northeast Quarter of the Northeast Quarter; thence South 0 degrees 20 minutes 00 seconds East along the East line of said Northeast Quarter of the Northeast Quarter a distance of 81.31 feet to the point of beginning of the land to be described; thence continuing South 0 degrees 20 minutes 00 seconds East along said East line a distance of 305.23 feet; thence South 77 degrees 17 minutes 36 seconds West a distance of 656.93 feet to the West line of the East 641.67 feet of said Northeast Quarter of the Northeast Quarter; thence North 0 degrees 20 minutes 00 seconds West parallel with said East line a distance of 394.67 feet to the intersection with a line bearing South 85 degrees 05 minutes 38 seconds West from said point of beginning; thence North 85 degrees 05 minutes 38 seconds East a distance of 643.72 feet to said point of beginning. Tract B: All that part of the Northeast Quarter of the Northeast Quarter of Section 24, Township 116, Range 23, together with that part of the Southeast Quarter of the Southeast Quarter of Section 13, Township 116, Range 23, Carver County, Minnesota which lies East of a line drawn 641.67 feet West of, measured at a right angle to and parallel with the East line of Northeast Quarter of the Northeast Quarter, and its Northerly extension, and North of the following described line: Commencing at the Northeast corner of said Northeast Quarter of the Northeast Quarter, thence South 0 degrees 20 minutes 00 seconds East along the East line of said Northeast Quarter of the Northeast Quarter a distance of 81.31 feet to the point of beginning of the line to be described; thence South 85 degrees 05 minutes 38 seconds West a distance of 643.72 feet to the West line of the East 641.67 feet of said Northeast Quarter of the Northeast Quarter said line there terminating. Carver County, Minnesota Abstract Property PARCEL2 Outlot B, North Bay, according to the recorded plat thereof. Carver County, Minnesota Abstract Property SURVEYOR'S CERTIFICATE: To Sienna Corporation, First American Title Insurance Company, and Eagle Crest Capital Bank: This is to certify that this map or plat and the survey on which it is based were made in accordance with "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys," jointly established and adopted by ALTA, ACSM and NSPS in 1999, and includes items 1, 2, 3, 4, 5, 7(a), 8, 10, 11(a) of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, and ACSM and in effect on the date of this certification, undersigned further certifies that the survey measurements were made in accordance with the "Minimum Anqle, Distance, and Closure Requirements for Survev Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys." Dated this 28th day of November, 2005. McC mbs Frank Roos Associates, Inc. 9 M 4&en_ H my D. Nel olp, PLS Minnesota I.AceIlise No. 17255 This certification is not valid unless wet signed in blue ink Lakeview Hills Apartments Chanhassen, MN Sheet Title ALTA / ACSM Land Title survey Sheet Revision 1 1 A MFRA FILE NO.: 15640 a s 0 N V/ C4 N. Z P12NEERengineering LAKESIDE STREET &UTILITY CONSTRUCTION PLANS CHANHASSEN, MINNESOTA Bearpath Golf Course i Addition /� \ Lake Riley OHW 865.3 PRINTED OCT 0 6 2006 PIONEER ENGINEERING 0 25 100 200 GRAPHIC SCALE IN FEET w N Z W 2 U O W � 1 �1�AIH 1RL I SITE 11 \ - �P I I I M. am. s _ y _ LOCA11ON MAP NO SCALE M212111r011 1. COVER SHEET 2-5. SANITARY SEWER AND WATERMAIN 6-9. STORM SEWER 10-13. STREET CONSTRUCTION 14. TRAIL PLAN 15. STREET LIGHTING PLAN 16 & 17. DETAILS BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±75 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.07 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.07 Prior to any excavation the contractor shall verify the location of all underground utilities. Call 48 Hours before digging: GOPHER STATE ONE CALL Twin City Area (651)454-0002 Mn. Toll Free 1-800-252-1166 - CIVR.ENGIN S L&N'DPLA .HRS LANDSURVEYORS LANDSCA ARCMEM 2422 Enterprise Drive Coon Ra Ids Off1Ce 201 n Ra Avenue N.W. Mendota Heights, MN 55120P Coon Rapids, MN 55433 (651)681-1914 Fax:681-9488 (763) 783-1880 Fax:783-1883 SAWCUT & REMOVE 8"-90' BEND EXISTING PAVEMENT W PATCH WITH EQUAL SECTION W BUILD MH OVER EXIST SANITARY SEWER CONSTRUCT TEMPORARY 24' GRAVEL ACCESS ROAD INSTALL TRAFFIC CONTROL DEVICES FOM LANE CLOSURE DURING CONTRUCTION USE MMUTCD LAYOUT 42. � k t`'CM y/ LYMAN BOULEVARD CONNECT TO EXIST. SANITARY SEWER HYDRANT W/ G.V.- 8"x 6" REDUCER 5'-6" DIP, CL. 52 GND. EL. 892.7 8"-22 1�' BEND—! RE SAWCUT & REMOVE EXISTING PAVEMENT PATCH WITH EQUAL SECTION CONNECT TO EXISTING WITH 8"X 8" WET TAP WITH 8" GV .................. ......... ........... - MH ICE=89}.55 ::::-- - --- - - - - -- - _---------------------•-•------------ f 3 BLD=}}.as:------ ::::::::----:::::------ ----------.:.---------------------------------:------:::--------% - ::: -----------••---•----..... :-::---------------------------------:-----------------------::-:----- :fROPOSED:GRADE. i -----:::---::::---::::::----:-:----- -- 5------ .. 8. 5.....:------------------ -- -----:----..:.--::: ::-:----:--:::-.-:r ::::-- - ---------------:---------------::-:-----::----•--•- --- •--• -- •------.... .......-------:-------------------::::----:::::: ....... ---------- ---------:----:::l---------- - .. .-------- - $LD= 7.00i : 890 ::::::::::::::::::::::::::::::::::::::::::::::::::: --- ::::::::: ,:::::: ...... ............--------------- --...--•-------•----- . .. . . ..._._.. ----:RE:= 876-5074 H: :- :------------------------------------ ---- -------i- -•----------- -----•-----------:::::----- :--:--::::::-:--- : BLD.-12.58... -1 . ------- ---- -------------------------- ---------. ---- - :-::-----------------::---------::::::-:-:.:--------------- ----- - � ---.-------- ROSSING ------------------:----------- - $ - ...... . 8 .. 5------ - - - - ---------- ---- --- - :::::::::::::... . .... --- _ :_ .:::::::::::.::: 1--:::::::::::::::::::::::::::::::::::::::: -- ..... ------ ---------ORO-Sf-: :'. ----•-•--------------- - --- - 880----------:----------------- EXISTING -GROUND------ - .._..-------- •-•---------- --•- --- - --.... ------••----•...-----------••--•- o----- -- .....------.-- .. a -.- --------------------- , '..:::::::::::::::-:::::::::::--------::::::: r-•--- : - ----- ......................•--------•---- .... ----- ..---•-•----............... .._...---- ::::::::::::::::::: ----------------- ..... :::::::::::::::::: :::::::::::::::: :::::::::::::::::::::::::::::: 8:.0::::::: - -- :: 870. ---:------::::::::::::::-------::------ :. :�Z�Q::_:: -- a�-..._..._. .: - --- ---------- - - -------------•-------------- __ _ �........... .....-----:---------:------- SONNET:TO-EXIST.:------------ __ . -------------------------------- %.�--:---......-------------------------------------- --- -- SANITARY -SEWER----------------:: 0) ----------- ::::::::::::::--:----------------------------------::::---------------------:......:: - - - - -- - - -: - ---------------- -------------- ro N O cD 0..............._..._.. -- :::: ::::..-....... _t t[�'---------- -------•----...--- .._..------------ - ..__..... --------- ..... - -•--------' �----• 0_.. - Z - ::::::_ ...._. ::::: :::: . - i y1 ..----- ---...---........ . ..... " - X :.........z Z ...._..-..--•-----•----•---- Z Z ------------------------------- PIONEERengineering - CWILENOWEEPS LANDPLANNERS LANDSURVEYORS LANDSCAPE ARCMECPS 2422 Enterprise Drive Rapids Office 201 85th Avenue N.W. Coona s Mendota Heights, MN 55120 P Coon Rapids, MN 55433 (651)681-1914 Fax:681-9488 (763) 783-1880 Fax:783-1883 8"-45' BEND I OUTLOT G BEND HYDRANT W/ G.V. 4 8"x 6" TEE 11'-6" DIP, CL. 52 GND. EL. 893.1 8"X8" CROSS �•`� 8" DIP PLUG I . OUTLOT B ;TA. 0+60 INSTALL TRAFFIC CONTROL DEVICES FOR LANE CLOSURE DURING CONTRUCTION USE MMUTCD LAYOUT 42. LAKE RILEY FRAIL 0 25 50 100 GRAPHIC SCALE IN FEET BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±75 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.07 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.07 .:::::::::::::::::::: -9�I5-:::::::::::::::::::----------- ------------ :::::::::::::_::::::::::::::::::::......::------------::::::::::::::::::::::::::::::::::::::::::---: ---- - -- -- - 905 - ...........::::::::.......:::::::-:-------------------:---------:--::::::-:::-------::::::--------- y-----------:-------------------- - .......... ................................ - ------. -----------•------•---••--- ----- --••-----•-- -------------------------- :.---------f ----------------------------------- •-------------.... = - 900 _ ---------- - _ ------------------------------------- ------------ EXISTING - GROUND ------:-- ------:---------:------ r::::---------------:-------------------- - -----:: :-::::---------------;::----------:-------- ----------- -------------------.... - -----------------::::::---------------------------- ------- --------------------X---------------------- -----------------------------:::::-------------------------------- - . - -------------- .......... --•--•------ - -------------------- --------------- - :::::::::::::::::::::::::::::::::: - : --- ......... ............::::::::::......::-----::::::::::::::::::::::-.::--- :::::: : ..................... ---------------- ----- ---•--. - ------ i--•------ .---•------....-•-----------------•------ ......- .. g0-------------- :::::::::::::::..... : ::::::::: �:::_ ::::::: - ----- ._..--------- --------------------•--........._.__ /� _ _ U . . . . . . _ . -` 12 STM -....._........__... l -:CROSSING ................. ----------- — — -- 8 WM-:885 ----- ------ :::::: -------------------:::--------------------:::::::: 30 SaIvF----------................ " --- - :C�0!i5 :::::::::::::::::......... :::::------ ---------- 880:::::::::::::::::::::---:::- ---::::------:---:::---:-:-------:---..................:-----:-: --------------- --- ---------------------------- ......... .... .. LOWER_WATERMAIN-TO-:---::::::::------::::------ ......: ----------------------------------------------------------------------'-- ------:------- --- MAINTAIN J8":SEPARATION::::::------------------- - - --------------------------:---------------:-------------:------- ---------------•------••-•-- S�5 - ----------:BETWEEN:I�VATERM AIN:ANIJ:------------------------ - .... _ -- ------ --------- -/ - ----------------------------•--- -------------------- - ------------ STt)RIvI:t;ROSStbG..._......_.. a 8"- 45- VA STA. 13+ 117 116 115 , ! I iug 114_ -113 ' 1 I 1 1 I i I j t 11-$ .T -TI J I HYDRANT W/ G.V. 8"x 6" TEE 14'-6" DIP, CL. 52 GND. EL. 913.E SANITARY SEWER SERVICES SCHEDULE LOT BLOCK STATION CURB STOP INV. CURB STOP 1 1 1 0+67 909.5 899.5 2 1 1 1+24 910.2 3 1 1+63 913.1 903.1 4 1 2+23 913.4 903.4 101 1 0+23 914.0 904.0 102 1 0+83 914.1 904.1 103 1 1 +21 914.0 904.0 104 1 1+84 914.5 904.5 105 1 1 2+23 916.0 906.0 106 1 1 2+81 916.0 906.0 107 1 1 3+19 916.0 906.0 108Idg3+78 1 905. 109+16110+76 916. 906.0 +14 915.3 905.3 11274 915.4 905.4 112.1111 I e I 121 122 110 �109 ! t t 123 -124 HYDRANT W/ G.V. 8"x 6" TEE 16'-6" DIP, CL. 52 GND. EL. 914.7 113 1 1 1 2+12 914.8 904.8 114 1 1 2+72 914.3 904.3 115 1 3+09 914.1 904.1 116 1 3+69 914.1 904.1 117 1 0+00 913.9 903.9 118 1 3+27 913.9 903.9 119 1 2+67 914.6 904.6 120 1 2+29 1 914.8 904.8 121 1 1+96 1 914.7 904.7 122 1 1+30 915.0 905.0 123 1 1+02 915.7 905.7 124 1 0+43 915.7 905.7 125 1 0+13 916.0 906.0 126 1 3+53 916.0 906.0 127 1 3+15 916.0 915.9 906.0 �05.9 128 1 2+56 129 11 2+20 1 915.3 905.3 130 1 1 1+60 915.2 905.2 131 1 1+27 914.0 132 1 1 0+67 1 913.6 1 903.6 6 7.0- RT 108 107 1 _ 129T-i_�6 4.81 (MH 106 105 127 128 1041 103 I I , 1 I � f r(TYP.) 129 130 102_ j__101 f I, 3 1 I I - t r 15-f I132 HYDRANT W/ G.V. 8"x 6" TEE 13'-6" DIP, CL. 52 GND. EL. 915.1 GENERAL NOTES: (CHARLES CUDD 2 UNIT BLDGS.) 1.) SANITARY SEWER SERVICES SHALL BE 4" PVC SDR 26. 2.) SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN STREAM MANHOLES. 3.) WATER SERVICES SHALL BE 1" COPPER TYPE "K" W/7.5' MINIMUM COVER. 4.) SANITARY SEWER INVERTS ARE SHOWN AT THE CURB STOP AND AT THE RISER PIPE. 101 4 3 1 , 5+00 �- 1 8 22BEND HYDRANT W/ G.V. 8"x 6" TEE 15'-6" DIP, CL. 52 GND. EL. 913.1 44'-8" WM W/8" PLUG O 8"X8" TEE 8"-221j1 BEND 8"X4" TEE 8"X6" TEE GENERAL NOTES: (WOODALE 3 & 4 UNIT BLDGS. AND CHARLES CUDD 3 UNIT BLDGS. 1.) SANITARY SEWER SERVICES SHALL BE 4" PVC SDR 26. 2.) SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN STREAM MANHOLES. 3.) WATER SERVICES SHALL BE 1 1/2" COPPER TYPE "K" W/7.5' MINIMUM COVER. 4.) SANITARY SEWER INVERTS ARE SHOWN AT THE CURB STOP AND AT THE RISER PIPE. 4 31'-8" PVC SDR-35 0 0.40% W/PLUG IN V.891.72 _4" WM W/ PLUG _6" WM W/PLU G OUTLOT B OUTLOT G BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±75 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.07 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.07 i STA. ' � J i CONNECT TO EXISTING -! ��-WITH 8"X 8" WET TAP WITH 8" GV v 0 25 50 100 GRAPHIC SCALE IN FEET RE=913.06 MH T Tv LAKE RILEY DRIVE BLD=11.00 7 - -...:...............•----•.-------:--------__............-----:-:---------:---------: _ -------------------- •-- -- MFE . . •. ...--•-----•-•---------- .-•-----• _ •-----•- - ...------....•-- -••---•----------- ..-----•----:............... --•--------------�-��-----------:::--------�--------�---------7:5-EullPi.----------:::---�----------------- ------•_.----�----------:----� PROPOSED:GRADE-..------------------- 910 910 ::::......::::::::..........:::::::::::::::::::::::::::......::::::::::::::::::::::::::::::::::::::::::::::::::----------•------------------------:-------------- - _ --- ------------ = = ------ :__...-----•••••••------- - - - - -- - -- - - - - -----------. --------.... 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Che Designed Pic 4940 VIKING DRIVE, SUITE 608 3 (651)681-1914 Faz:681-9488 (763) 783-1880 Fax:783-1883 Reg. No. 19860 Date 10/6/06 AND WATERMAIN EDINA, MINNESOTA 55435 OF under the laws of the State of Minnesota 8 Drawn LML CHANHASSEN, MOVNESOTA T tV 8 1.) SANITARY SEWER SERVICES SHALL BE 4" PVC SDR 26. 2.) SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN STREAM MANHOLES. 3.) WATER SERVICES SHALL BE 1" COPPER TYPE "K" W/7.5' MINIMUM COVER. 4.) SANITARY SEWER INVERTS ARE SHOWN AT THE CURB STOP AND AT THE RISER PIPE. 8"-45• BEND 4" WM W/PLUG - o OUTLOT D HYDRANT W/ G.V. 8"x 6" TEE 11'-6" DIP, CL. 52 GND. EL. 914.0 �8"X4" TEE i- 8"X6" TEE 6" WM MH STA. 16+00 W/PLUG - g 8"-45' BEND 35'-8" PVC SDR-35 146 ® 0.40% W/PLUG 145 INV.898.79 8 -22 1�• BEI • 144 GENERAL NOTES: (WOODALE 3 & 4 UNIT BLDGS. AND CHARLES CUDD 3 UNIT BLDGS.) HYDRANT W/ G.V. 8"x 6" TEE 11'-6" DIP, CL. 52 GND. EL. 908.5 1.) SANITARY SEWER SERVICES SHALL BE 4" PVC STA. 17+00 MH L"_22• SDR 26. 9 2.) SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN STREAM MANHOLES. 3.) WATER SERVICES SHALL BE 1 1/2" COPPER TYPE "K" W/7.5' MINIMUM COVER. 4.) SANITARY SEWER INVERTS ARE SHOWN AT THE CURB STOP AND AT THE RISER PIPE. 147 148 M - i STA. 18+50 10 - HYDRANT W/ G.V. 8% 6" TEE 11'-6" DIP, CL. 52 GND. EL. 901.0 143 142 141 140 LAKE RILEY DRIVE 149 11 10 8"-221/4' BEND E 21 +00 11 139 ' 138 137 136 I I 7 6 5 4 LAKE RILEY DRIVE �1� R, 0 25 50 100 GRAPHIC SCALE IN FEET HYDRANT W/ G.V. 8"x 6" TEE 11'-6" DIP, CL. 52 GND. EL. 892.4 135 134 o _1 ... (D 23+ � F- w - w V) w 8"-45• BEND MH i STA. 23+25 11 LOT BLOCK STATION CURB STOP NV. STOP CURB CURRBB 134 1 0+19 891.5 881.5 135 1 0+51 892.4 882.4 136 1 0+93 893.4 883.4 137 1 1+58 894.9 884.9 138 1 1+77 895.3 885.3 139 1 0+19 896.6 886.E 140 1 0+62 897.5 887.5 141 1 1 1+28 898.9 888.9 142 1 1+46 899.3 889.3 143 1 2+12 900.7 890.7 144 1 0+28 902.1 892.1 145 1 0+97 903.7 893.7 146 1 1+33 904.8 894.8 147 1 1+41 904.8 894.8 148 1 0+82 903.2 893.2 149 1 1 0+39 902.9 892.9 2 2 0+27 892.3 882.3 3 2 0+90 893.0 883.0 4 2 1+33 894.2 884.2 5 2 1+99 895.7 1 885.7 6 2 2+17 896.1 886.1 7 2 0+69 897.3 887.3 8 2 0+98 898.0 888.0 9 2 1+64 899.7 889.7 10 2 1+82 900.9 890.9 11 2 2+44 902.6 892.6 BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±75 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.07 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.07 ----------- -•-- . -- .... - - -- ------------------------------------------- ---- - - -------------------- ---•------ -••------- ---------------------- ----------------------------------------••-•...--- __...... - --------------- MF�--RE- 909:85-------------------------------- --- - ------......------------=-•...--.-------- - 8- -BLDL- iI 0-::::::---...... ----- . •----- Mtt :RE=SO4 71---:::::-----------------------------------------------------------------------::::::::-----------------......---::::::::::---------- ---------- --- - - --------------- ----------------------------------------- ---------------------BLD=:tt.-----------::::::::::::---------------------------------------------------::::::::::::::::-----------------------............----------:::------------- - :::::::::::::::::::::::::::::::::::::::::::::::: = -... .... --- g--------- •--.._........ ••-•- ---•---•------:::-::::::::::: _.... - -•-- 91 0 910 - ---••--------------- - - - - -- - -- - - - --•------•--------------- - -----------•--•--•- ---- -- - - - -•-•---- ------------- --...._..--- ________ _ ______ _ _-•-_-_-_-_-_-_-_ Mkt-_RE-901.00- - _--_. _-•-_-•_ _._..------------- ........_. .... _ ^ ... r ..-..._...... ------------------------------------------- - --� ::. ...--•-- .. �0 6LD= it.00 -------------------------------------------=------......------------:......----- _ - - • - - . .. _ _ .. _ _ _ _ _ . .. . _ • _- --. - _ _ :� _ / / _ _ _ _ _ _ _ .� _ _ - - - - - - - - • - . . . .- ::::::------:::::::::::::::::: --------------- .... :::::: ::::::::::::.. ::::::::::::::::::�= -------:............................... _---..-...-----------------------......------•-•------------------ 905 ----------- ----- --- -- - - - - -- - 905 -- - - ----- - - ----- ---- -------•-•-•. ----- _-------------------- _...__....•...--- PROPDSED-...... ....' ---------------------------•- .-------- _-•-........-------------• --- --- - :11:------------:::::-----------:::-------------------------------------------::::-------- - ------------------------------------------------------------------------------------------------------------------- ------ �- - --------------------------:.. --......-................ -................. :::::::::'-------------............. -- -------:::•-------- ::::•. - -- ----- --- 1 - ------------------------------------------------------------------------------------------------------------------------- ----.--- - ROUND- ......... :. 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CO ...... ---- ._....-°'- v'----------------------------------------------00*00---------------------:::::::-----::::--- ^--------::------:::----------:::------------ _ 00 00::::::::::::::::�---------------------:::....Co-'00--• .... oo ao- n0 co r ..------------------------ __.._.. 2 z-•--•------•----2 Z ---•--- _......... --------------Z- 2---------------------------------------- z z.....:----------------------------::::------ - PICNEERengineering - UVE.ENORJEFRS LANDPLAMaM LANDSURVEYORS LANDSCAPEARCFUFM 2422 Enterprise Drive CRa ids Of ce Co Ra Avenue N.W. Coon Mendota Heights, MN 55120 P Coon Rapids, MN 55433 (651)681-1914 17=681-9488 (763) 783-1880 Fax:783-1883 GENERAL NOTES: (CHARLES CUDD 2 UNIT BLDGS.) SANITARY SEWER SERVICES SCHEDULE LOT BLOCK STATION CURB STOP INV. CURB STOP 132 1 0+36 887.8 877.1 1 1 1 2 1 0+67 1890.0 880.0 BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±75 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.07 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.07 �_ STA. 24+ 132 W w LAKE RILEY DRIVE �H 12 ___i 1 8"X4" TEE — 8"X6" TEE 8"-45• BEN CONNECT TO EXIST. - SANITARY SEWER MH SAWCUT & REMOVE—` EXISTING PAVEMENT PATCH WITH EQUAL SECTION MH 13 1.) SANITARY SEWER SERVICES SHALL BE 4" PVC SDR 26. 2.) SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN STREAM MANHOLES. 3.) WATER SERVICES SHALL BE 1" COPPER TYPE "K" W/7.5' MINIMUM COVER. 35'-8" PVC SDR-35 4.) SANITARY SEWER INVERTS ARE SHOWN AT THE CURB STOP AND AT THE RISER PIPE. CAD 0.40% W/PLUG IN V.898.79 4" WM W/PLUG & 4" G.V. OUTLOT G 6" WM W/PLUG & 6" G.V. HYDRANT W/ G.V. do 8"x 6" TEE J 11'-6" DIP, CL. 52 3.9 GN D. EL. 882.2 -+i RILEY -'ROAD EAST CONNECT TO EXISTING WITH 8"X 8" WET TAP WITH 8" GV INSTALL TRAFFIC CONTROL DEVICES FOR LANE CLOSURE DURING CONTRUCTION USE MMUTCD LAYOUT 42. LAKE RILEY DRIVE GENERAL NOTES: (WOODALE 3 & 4 UNIT BLDGS. AND CHARLES CUDD 3 UNIT BLDGS.) 1.) SANITARY SEWER SERVICES SHALL BE 4" PVC SDR 26. 2.) SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN STREAM MANHOLES. 3.) WATER SERVICES SHALL BE 1 1/2" COPPER TYPE "K" W/7.5' MINIMUM COVER. 4.) SANITARY SEWER INVERTS ARE SHOWN AT THE CURB STOP AND AT THE RISER PIPE. GENERAL NOTES: (CONDO BLDGS.) 1.) SANITARY SEWER SERVICES SHALL BE 8" PVC SDR 26 (SEE DETAILS). 2.) SANITARY SEWER SERVICE WYES ARE STATIONED FROM DOWN STREAM MANHOLES. 3.) WATER SERVICES SHALL BE 6" FOR ALL BUILDINGS (SEE DETAILS). 4.) FIRE SERVICES SHALL BE 4" FOR ALL BUILDINGS (SEE DETAILS). 5.) SANITARY SEWER INVERTS ARE SHOWN AT THE CURB STOP AND AT THE RISER PIPE. 0 25 50 100 GRAPHIC SCALE IN FEET -----------------. ------------- ----- --: E= 889.86 ivIH ----- EXISTINS� GROUTD:-----------:::::-----:..................---------------:::----------------------- ....------............-----------------------::::::---- - ................ - - - - - - -- $L-D=-1-1-.00- 12 --- --:::: ::: :------------------:::::------------------------------------------------------------------------ ----------------------------:::----------- - ..... -------------- ------.... - ....... 895 ••---- ---------......--•---•--•-- 895::::::::::::::::::::::::::::::::::::: ------------------------------•- - - ....- ------::::::--------:-----::------:---------:-:..-:-----:::-:---:-----:--::::::::::::::::::::::::---:------::-:--------- _---------- ------ - ......----------------------- - - - - -----...... 13 L 1 . ------------ _..._.....•--..._-••---------------------- - - - --------•--- - ------..--..------- ..-- -••-- ------.-------------- ---- --------- :PROPOSED: GRADE ::::::::::::::::::::::::::::::::_:----------......... ------------------------------------------------..•• = _...------•-----------------:::::::::::::::::::::::::::::::::..............:------------------------:::------::::::::::::: ----- ------------- --- ---- -........................ ..... EX: BLD=:t3.:47.'-------------::::::---:::::-----------------------------------------------------:::::::---------------::::------.... -------------------------- _..._....._.... ........................... 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Mendota Heights, MN 55120 P Coon Rapids, MN 55433 (651)681-1914 Fax:681-9488 (763)783-1880 Fax:783-1883 x q STA. 1W W - 2 I W ` 0 ;1 4 3 T Cf I ---- ��_ a+Do 1 A. 4+1 3M 0° 1 WIWI (� STA. 2+11 Lai (� STA. 0 25 50 100 GRAPHIC SCALE IN FEET BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±75 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. STA. 1+46 CB \� 'la i/ v ELEVATION=896.07 CB RE=908.79 29 LT 122 FES \� CB � STA. 0+54 129 BLD=4.00 --POND 1 • 126 29 LT TOP NUT HYDRANT (TNH) ON NORTH BM RE=908.79 N•W.L.= 871.0 FEET OSOUTHEAS F LYMAN ERLYEOFRTHEYING f490 128 BLD=4.24 STA. 1+31 BM 100 YR. H.W.L.= 876.2 ~� INTERSECTION OF LAKE RILEY ROAD AND 29 LT 101 ��'\\ �\ \\ \\ LYMAN BOULEVARD. BM RE=908.00 ��i'--_--_� \\ ELEVATION=896.07 127 BLD=4.00 BM RE= 902.90 -----•-•--- ------ - - -- —---------- ------ --------- BM - REa 904.63 ... -------------------------------------------------------------- ----------!--------......--------------------- - . ---------........ BM _ RE._9OZ50....... RE=904.F>3-......... ---- i05 - BLD-13.65----------------------:::::-------------------------------------------------------------------------:::::----------::------------------- _ _ 7 - A07--.BLD-9A9 ::..... - ------------------------:::::.------------- --• --- ... - :�b5 BLS —tom: 5 - _ _ :':': :::_'_ :.:RE� -- :----'-\-- --•-:PROPbSED-GRADE---------------'---. 905 - — 9 - :..--•--- :I:D 1A3 -406------------- ----------------- --- - - -------••---••-----•-- -- -- ----- _ -E - - .. 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RCP Cif to CA ::::::00 0000 - oDaO a0 - 0a00 00 ::... - - - - - - - :.. :: ::: :::::::::: _ .. _ .... O : �?::.:>:> > > > > 'y N�o : : >:_... »y5 >> `: - -yy:.: ':>�z-----------_-""(D0 : > > > --- »> zzz zZz-•-••-. z z zz z z----- 1: ... Z-- ...... z .-------z-zzz---zz----•-•-------------------zz-.. ..,zzz- r Z C 3-�60.359� z z ----:z zz — z — — — ------ — - .. — ................... _ .. -- " " o$aob�cs _ - - - - - - - - - atl0o a1°Do ono ao co ao ao SNEER "> »» ZZZ ZZZ z I engineenng T -4 > Y\ $ +Do a - � 1 Y ML \� LAKE l� (� STA. 0+52 - CI ENGINEERS LANDPLANNERS LANDSURVEtt1RS LANDSCAPE ARC rEC-B 2422 Enterprise Drive Rapids Office 201 85th Avenue N.W. Coon s Mendota Heights, MN 55120 P Coon Rapids, MN 55433 (651)681-1914 Fax:681-9488 (763)783-1880 Fax:783-1883 STORM SEWER SCHEDULE CB or MH N0. STRUCT. SIZE NEENAH CASTING or EQUAL CBMH - 101 60" DIA. R-3067 CBMH- 102 54" DIA. R-3067 CBMH -103 54" DIA. R-3067 CBMH -104 60" DIA. R-3067 CBMH- 105 60" DIA. R-3067 CBMH- 106 48" DIA. R-2573-C CBMH -107 48" DIA. R-2573-C CBMH -108 48" DIA. R-2573-C CBMH- 109 48" DIA. R-2573-C CBMH- 110 48" DIA. R-2573-C CBMH-111 48" DIA. R-2573-C CBMH -112 48" DIA. R-2573-C CBMH -113 48" DIA. R-2573-C CBMH -114 48" DIA. R-2573-C CBMH - 115 48" DIA. R-2573-C CBMH- 116 48" DIA. R-2573-C CBMH -117 48" DIA. R-2573-C CBMH-118 48" DIA. R-2573-C CBMH -119 48" DIA. R-3067 CBMH -120 48" DIA. R-3067 CB - 121 24" X 36" R-3067 CB - 122 24" X 36" R-3067 CBMH -123 48" DIA. R-3067 CBMH - 124 48" DIA. R-3067 CB - 125 24" X 36" R-3067 CB - 126 24" X 36" R-3067 CBMH- 127 48" DIA. R-3067 CBMH- 128 48" DIA. R-3067 CB - 129 24" X 36" R-3067 CBMH -133 48" DIA. R-3067 CB - 134 24" X 36" R-3067 CB -135 18" X 18" NDS-1812 CB -136 18" X 18" NDS-1812 CB - 137 18" X 18" NDS-1812 CB -138 18" X 18" NDS-1812 CB -139 18" X 18" NDS-1812 CB -140 18" X 18" NDS-1812 CB -141 1 18" X 18"1 NDS-1812 2*1 �_ STA. 13+ '1 PLUG END 7 119 / _ I,1 i 1 117 116 11r F_ 111 1 A, 113 1108 107 106 105 112 111+� 110 109 r- CBMH STA. 11+45 1 104 103 ; I 1 102 101 133 18 RT - _ - ------------- I _�__-.r-!- - �_ - - - �•-> > > : ; - � � _ '�� y.ac > _ > _cn > >-�-e+ o-> > >O� CB DETAIL FOR STRUCTURE 135-141 -�-- _ LAKE RILEY- RIM _-- - - - - - -- - - �r- - L 4 OPENINGS FOR i ! i - - - - - - DRAIN11LE AND ��f I C�� STA. 11+45 L-1 i r I I SUMPS ca r% 1 118 119 120 121 122 I 123 124 125 126 STRUCTURE NUMBER RIM ELE TOP INV. BOTTOM INV. PIPE INFORMATION 135 905.7 897.0 896.5 34' 8"HDPE 01.50% 136 905.2 897.7 891.8 56 8 HDPE 510.50% 137 905.7 896.0 890.0 58 8 HDPE 010.35% 138 906.1 894.0 888.5 56 8 HDPE 09.80% 139 906.6 890.8 896.2 55 8 HDPE 08.40% 140 906.0 887.2 884.0 47 8 HDPE 06.80% 141 905.0 887.2 882.0 53 8 HDPE 09.80% _ II l __ L I L -. J I I - -J 127 128 " �e �a 129 130 131 132 X N 0 25 50 100 m i 8" HDPE TOP GRAPHIC SCALE IN FEET - INV BENCHMARK --._�. '��=r3•-� TOP NUT HYDRANT (TNH) ON NORTH 1 � _ __'�y = �_� _ _ _ �-. _` -,:-. =•r-`-yam- `.`,�--- _ _ _ / - - LYING ±75 c vw = r.�_•�s'_ c.Z�: �r�n _£..-=T'_-s T. �'-: a,--!:� __ _:y.L.c=t��-`- �---"-�`-` . r+ � • L -� FEET SOUTHEASTERLY EOFRTHE INTERSECTION OF LAKE RILEY ROAD AND STA. 13+79 CB LYMAN BOULEVARD. 29' RT 121 CB CB CB CB CB CB 141 ELEVATION=896.07 135 136 137 138 139 140 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. CULVERT-1 CB RE=913.61 CB RE=912.27 ELEVATION=896.07 a34 BLD=4OA. 121 BLD=400 - --- - -- --- -- - - -• ----- - - - ----------- �-............. --...---------------................... - '30 BM f2E- 91.3.61. M .. RE=912.16- - ..... . ---------:::...-------•---------------------- - -- - - - �GACE:b:C.Y---- --- ---------------- 133 :8LD=414------------ ----- ...------_..._. ::::----- ---------::::-------:::---------::..... - RIP -RAP L-------------•------ ---- . - ----- PI��EA�c....-91 .....:::::::: CBM RE . 9 2 6.... _ 915 _905.2--0 r�wa .:.....: ::::::::::719 : $L'Ds:4:6 ::: --_- R � 904.a0:::::-------------:::---:_--_--- g RE� 905:20:::::---------------- ----------:::------------ BMR1 RE-:903 90---:..--------IiE: T_ALL.i0__- - $M .{ ::: ----------- 114 BLD=7.8703.51 -------- ---••-.... ----- --- BM E=�304;20--------------------------------- - GB M --RE 905:50:------------ WC _ ---- -- - - - - -•- ---EBM : E...Q5. Q:.....- - ...... ......... 116':ELD=875_:....._..... -------------•-•- 112---- . .__ .-------- ---- - - - .-- �_--.......... ... ::. 910_.. 905 sao M f2E=R04z7Q: ------------- --RE-903:50- CBM- ---- - ----------------------------------- -- ---------------- - - --------------------------------------- •-------------------------------•---••.........-•--••----- -F2Ea 904:70../::::::.----------------- -_ -- --- ]]5:':8LD=6:89 - - - BMH-- - - - ... ........ ._.......•... --•�-••-• -----•---•-- ---------- -�.. : ::: -•- - ...-.� _ : _ _ _ ::----- - ----- ----------------- '----------------------------- �`` •---•-•••-- ----- - --.-. ----•• _ 1tt -BLD_ 8..... - ��' ..---•-•••-- - ----------- - - - ---.z5 - 30 ::_ : �-_- - - _ :.:. --- --------------------------- •-•••-••----------------- 9 0 5 . ::. -- 900..::::::QL.: _ 0-0.-00� ..gEY� - ---- �3 p --_.- ... 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(A W_...--•-_ ..._..................._ - .... ______ __ __ __ _ __ -•. _ .. ak' _A. -*a-A. -E•p-_ ___ ______ _ _____ _____ ____ _____ __ _ __ --NH(�I - d.. ------- N CY(V N - ......... ---------- .-•---•• -.... - ------::::::::---- :.. N:_..._...... : ----- -- GI --_-_-------- - -..7 44 : ---I I •------I--•--- J.l l.- < < _ --- > > - -1-4 4-_--_-_----_--_- _- --- ^1 A _ LDLO ^1 -- _ __ -- ----- _ - --- ------------------ ------ _ - ......-- -- nti ------ ----•-----.... :CgC903- PO�----00----•----------" � r�-•------� ---- -----------:"-� *-------:::::---00 ao---------------- :---------------:::::::::::------------------: - - rrirt r� - - - - ---......- 0 rn°a �t-tea a :aodo.....- -mr1\ - - �..-.._._....- c°- --------- - - - - - - ----------------- --•--.... G) �--... ....(7)-----•---.-- ......-- ......_.........- rna,a,.._..o -oe. o aoo o---.._...... . - - ----- - o0 0 ------ -- ---- ... aoao rn o10> vs vrw o1 a� 0000 .... - °D-0D----------------------------------------------------------------:::---------------::::--------------- - o,vro� ----- ------ -:-------::::::-:::: » :::::a > >::--- �------••------->.> >::_----- -> > - - - - Z-------- -----------_..... .---------- ::z --- zz ------ ---------------------- z z z-----z z z----- -----------------z-^z ?-------- z----------------------- z z-----:::---- z z z------------------------------:: -....... ------------------- z------.._........-------------- PICNEERengineering CIVR.ENGRIDts LANDMANNERS LANDSIIRVEYORS LANDSCAPEARCFR'MM �,.(Q SIENNA CORPORATION LAKESIDE I hear u certify that this plan was prepared by Revisions Date 10/06/06 2422 Enterprise Drive Co Ra Avenue N.W. me or under my direct supervision and that N. STORM SEWER 4940 VIKING DRIVE, SUITE 608 / OF 17 Mendota Heights, MN 55120 Coon Rapids Office Coon Rapids, MN 55433 am a duly Licensed Professional Engineer Paul J. Clt Designed PJC (651)681-1914 Fax:681-9488 (763) 783-1880 Funk 83-1683 under the laws of the State of Minnesota. Reg. No. 19860 Date 10/06/06 Dmwn CJH EDINA, MIlVNESOTA 55435 CHANHASSEN, MIlVNESOTA CB STA. 16+50 211 29 LT / \ 146 - - ,�/ 145 144 \ / fl 1 (� STA. 18+40 STRUCTURE NUMBER RIM ELE TOP INV. BOTTOM INV. PIPE INFORMATION 207A 891.5 889.5 888.9 30' 8"HDPE ®2.00% 207B 892.5 890.5 888.5 47 8 HDPE 04.25% 208A 895.5 893.5 893.0 27 8 HDPE 01.85% 209A 900.5 888.5 897.7 41 8 HDPE 01.95% 209B 899.5 897.5 896.8 34 8 HDPE 02.05% MFi�� STA. 22+50 MH STA. 23+25 ?07 7 LT 206 7 LT --- (135 134 �f 140 1139 138 137 136 CB CB 08 07 _ FES CB w 076 1 v STA. 24+00 CBMH Iml yd/ CB DETAIL FOR STRUCTURE 207A-219A RIM 4 OPENINGS FOR DRAINTILE / / / CBMH STA. 3+94 / 201 29 LT QPOND 1 N.W.L.= 871.0 ``.. FES j 100 YR. H.W.L.= 876.2 / CBMH STA. 4+50 / 202 srt - Nh 1 / STA. 6+16 BENCHMARK 18 18 TOP NUT HYDRANT (TNH) ON NORTH 0 25 60 100 SIDE OF LYMAN BOULEVARD LYING ±75 (n FEET SOUTHEASTERLY OF THE m 8" INTERSECTION OF LAKE RILEY ROAD AND GRAPHIC SCALE IN FEET HDPE TOP ELEVATION=896.07 INV TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 CB RE=905.84 CB RE=905.79 20 BLD=4.00 211 BLD=4.00 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. RE=904.20 CBM BMH RE=904.20 ELEVATION=896.07 BLD=4.00 21- -- _ _ 210 __BLD =--------------------- - ---- - - - ----- ---- - - - --- - - --- OGS- E=-876-00- ------- --------------- ------ - ...---- - ----------- -•-- - - ... - _•-----------------J------�::::::::_:2.09- . LD=4.04-------------------------------------------------::.... .....--. .---------- - :...----•-- -------- :•• 875 905 ..::::::::: :::::::....... ... - - --:-::-:-----:--::----:----:----::::-:-:------ :--:------::::::--- f :. :::::::::::::::: - -- - --- - - - - - - \ - -------------------... ..--- NI- -- _ - - ---------------------------------- -- --------- ........ -•--- --------------------------------------------------------:_ M RE= 896.28----------------------------------:::............------ ----------- --------------------------- --•----••-------------- :P OS.E[?:. ADE:::::: T-----------------------:::::::::--------------------------------------------------------------------------------lilC---- - - 134P. GR 08 BLD 4.48 : I - .---- 9EI0 - -- 870 f�tISTIN G:GROUNII -------------------------: _-_........-----------------_---------- ... - 9 0 0 ::::::::: : :::::::::::: = - :::::::::::::::::::-------------:::::::::::::::::::::::::::::::::::::::::::::::::::::: - -------------------- ---- ...;_ ::' - - - ...-:- - ........ _ a- = -----• ................. ---------------------- 48 - -- - -RE- 892.4 - - _-_- " 1 QFE ::::?3S' - - -- - --------------- - ..._.---- ::------------------------- 07-_5LD=4.06::::::---:::-------------------:::------:::-:::----------------------- - - 12 HDPE 2_Ft ,�2„ �,------------------- ® 3 209;: -•.. ® 3 30� ::::: �:' --- ----..--...•-..-------- ...- --1----- -- -- - _ - -------- •----- --------....--------• 1 3 - RCP ----------- :_ FEE=889:80--------------------------------------------------- ------.:::::CL 3: -2.---------------- 8 _......------__�-- r� _65 MH ---------------CR33SSING... ----- ----- ----- 20-;_ � --- _ -.-:::-----:---::- .._....--- •• - 7 ... _..-- -- .SAN. ..................... 9 _ \ - - -206- BLD=4:04 - - �� o a -----••--- --- --- ......--------------...... ------ -::::::CROSSING': :::::::::::: :::::::::::.... 2 25�................ ....-----• :'__.......: --------------------- - -- ------ ...-- --•-•---•••---------- --.------... M -.RE= 883.92:--------------•--------- -.. - • - - - -•.•..•...--•-..•• 13kQP€5----- -- - 1Z--- z-- ...... 19--•-- ::::::----- - --------208 ---890 --- -8BM � ---- .:...... --- --•---••------ Z ..a12.$9 .. .®7-------.\. ... ------87,28-------- -• ----- - -------•-......-----.... . ............. - --- .-----......--------- - - - ..._...... --------------------------------------- - _ . 885 ------- ......:...------- :::----::::::::::......- :------:--- :-----::: - "'=-- - 3°� --- =�---- _ ------------ - - - - - : _ .. ------------ -----••• -- . ---------- ............ _ _: --._..... -------••••-...._..._.. ��- - :.... 204...BLD...... ---....... --------.... ........... .....------... - ... t--- ------------•••-••-• -- - - - - -....---------:-------- 7 - --::::::::::::::::::::::::::::::::: 880 - ::::::: ::::::::::::::::::: ::::::: ::::::::::::::::::::::::------------------------:::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::::::::: o-------------------- --- -- ••. -------------•-•------------ ••. 880 ....._. - ------ - - - - --- - - - - - - - - _ - -: :--: -- : '° - : y-. .......----------- _ __.._......-------------..:::::------------- ..-- S _ - •----- .. .. _ _ _ _ _ _ ___ _ _ _ _ _ _ _ _ _ _ _ _ _ ... _ _ _ _ .. .. _ _ _ . . . .. _ . . . . _ .. . . . . _ . _ .. . . . _ _ . ... . ��({ 4 ------------------- -a- 4 875 - yl . . -------- --•-------..... ...875 ---- -- ---------- ----- - - -- - - - -- - - - - - - :::::E�;Ss G� �o� pfi - -:---- :::::: ----3s--�.E:s.w/-W-ASH-GUARD--- ----------------------- -----------..------••-- ..._....------------------�:- -- -- --- 3 :: "---'------------_..... ._ ..PLACE 28 C:`.:::::------ w-------------::::..... - - ...... ------ •---•--- ..._.._....z-------------- cn3w z �- -24--H . 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Mendota Heights, MN 55120 Coon Coon Rapids, MN 55433 (651)681-1914 Fax:681-9488 (763) 783-1880 Fax:783-1883 �_ z STRUCTURE TOP BOTTOM NUMBER RIM ELE INV. INV. PIPE INFORMATION 219A 896.0 894.0 893.8 12' 8"HOPE 01.67% STORM SEWER SCHEDULE CB or MH N0. STRUCT. SIZE NEENAH CASTING or EQUAL CBMH — 201 60" DIA. R-3067 CBMH— 202 48" DIA. R-3067 CBMH —203 48" DIA. R-3067 CBMH —204 48" DIA. R-3067 CBMH —205 1 48" DIA. R-3067 MH-206 48" DIA. R-1642 MH — 207 48" DIA. R-1642 CB-207A 48" DIA. NDS-1812 CB — 207B 48" DIA. NDS-1812 CBMH — 208 48" DIA. R-3067 CBMH— 208A. 1 48" DIA. NDS-1812 CBMH —209 48" DIA. R-3067 CBMH — 209A 48" DIA. NDS-1812 CBMH — 209B 48" DIA. NDS-1812 CBMH — 210 48" DIA. R-3067 CB — 211 24" X 36" R-3067 CBMH — 212 48" DIA. R-3067 CBMH —213 48" DIA. R-3067 CBMH —214 48" DIA. R-2573—C CBMH —215 48" DIA. R-2573—C CBMH —216 48" DIA. R-2573—C CB-217 27" DIA. R-2573—C CB — 218 24" X 36" R-3067 CB — 219 24" X 36" R-3067 CB-219A 18" X 18" NDS-1812 CB— 220 24" X 36" R-3067 0 25 50 100 GRAPHIC SCALE IN FEET ►��C�I:I�I_L'� TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±75 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.07 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.07 -----------------------------------------------------------------------------::::......:--::::::------------------------- ...:::::::::::---------------------::::--------------:---:------:-------:::----:::----- - - 896.1II-----:------------------::::::::::------------- - ::::------ -�%B: RE= 902.20:-------------------------------------------:------------------------------------ :------ -- - •--------- -G6 E----------------------------------- -- .. 0 5.. 905 -- - - ---- -: BLD-�3:04--------------- - -... -.....----•------•-•-----... - - 1x3--g�3=�99.: �.------------ ------ --- - ---- --------------------------:-----:--------------::::::::::::--:---------------------:::::----------------::------------------- - - ---------:::::' - ---------- ----..._...--------- . - -----------:----------:......::------------------------------------::::::::-----:::::---------------------::-----.------------......::.... --• --- --•--...........-----• - -.... .................•..................................... -....--•-•-•. ..--....._._....-----...._-•.. - �M RE= 896:28 -... --B - RE 891.80 --•............ ...................... - ..--••------- :... •---- 20g LLD=4:48------.------.------•----------900 - -------::: ------------------------------------------------------------------------------------------------------------:----- - - •-- ---------------------------- - _---_ -:-------:--- _ --- . Q�......-- - -------------------� 216-B�D�3. 5:-------_-----------------::-- - . . ----------------------- - :...:....... __ ---_-_-_--- _ _ Y ---- -N ....-- ...... -- -- -- .. -- eB --------------••--•---•--••- CBM+i RE= 88€>:75:::::::::::::::::::::::::::::: .•......................•---....._... _ �'' \................... 215 -BLD= 3.58-----------------------:::::--------:------------:::------------::------------------ - 895 :::' :::: ::::::� .:::::::::::::......::::::::::. ::::::::::::::::::::::::::: .......................•---------------------------- ------- ------ =-------------::::::----- ----:------::::-------------------:---------:---------- - - - -� RE= 883 92------- •--•- ---------- . -------...-.-...---------------------------------- --- -- O,o ...............-----------------------------:-'',:-:::------:::::::::::......::::::::::::::::::::::::::::::::::::. : 205 5t_D= 5,Qt :::::m-:-::---- ::::-: ---------------------------------•--------.......--•----•--------------... ----- ..------. ---------- .---------------•--.... ® 4 _-------- ------ - ::-:= _ _ ::::----------------- PROPSJSED:GRftDE::--------------- - ....... ---........._. �-... ....----• • -- ---------------------------------.._.. 890 :::::::::: :::-moo... :::::::: :............::...... •: ----- : ......... ROUND __._. -- -� T BLD_3. 4 13- ---------------- --- . ---- -3i—12--HDPE-----:::--------------------::------ - - ° ----------- �- -- ---- - ..---...................... °-:-------- ............. --- ...... . • . ... -• --- ---•-- ---::fZ@=:87.9:50 _T_BM _ .._.... Cg�j R=1379.00--------------:-------::-------------.... :::::::----:-:-----: ---------- ...... ---------1- -- - ----- --------------------�- El:D=3 50----214--:--:::------ -::. 21 D=4. :CRISSSIaJG�: :..::::::::------------------:-------------:::::----- - ...._._.. SA ------......------------ ------ 885 ----------- - - - ----- _ _ _ _ _ _ _ __ _ _ _ __ _ _ _ _ _ _ _ _ . . _ . . . _ _ _ . _ _ .. _ . . . . . . .. . . . . . . .. _ _ _ _ _ _ . alQp - \ - - ------------------------ - - - ::: 885 -- ---- = ------------ ----------......_®- :.. _.. - - - - - :: - cRosslN�c: - 2-8 ...--- . ::---------- ----------- BM - RE=880.72- - ��----- - 2. --- ---------------:-:-- ------------: - - 04 L-D=8.19------------: - ------------- . -•-- -- .....- - - . -- ------ - . ---------- .... ..... :::::::::::::....... - - - ----•- ._..__...------••--------_..... - ... 24 F.E:S:----•--•-----------•---- . ..--•---- - ...------------- -----• ------ �- _----------- ` _------- - - --- _ ------------------------_-------------------:----::---: 880 -- - - - ----------------------------------- --- .. ---- .--- --- :- - - --•--.... Fi:GUARD::-------:------- -- -•-- - :... --- ------------------------- ------ M�E'F .---------- . :::::: ---- -- - . - ... •--------------•------ ..... ----- •-- --------------•----......---------._........._.._._... - -..----•----3 - 24:RCP--------------------:---- :------._...... - _....._._... --------•--- ------- 875 ---••-. ------ - ----_-_-•------ _ WM -- N--- CL.3::0_Q036------------------------- -:--- -------------•-------.------------------------ -- 7 5--- - - - •----•------•---------•------ --•-------- --------64'= --- ------ ------------------ CROSS[ - ROSSING-----------------------:::::--------- --... 1 `�1' j W . . - - _ - - - - - - - - • - - - ' . ... - .. - - - - - . - - - - • . . . . . .... . .. . . .. . - ------ 5 -- --- WM------------ En _._.... ----- - --------.-.--• ::CR S tNG: -- ...."---•-•------------------- - `"z: _..... 3 z _ ... _ ... ......... p�� a lsJ� N e d" _ .... 12 HDPE tl .. Z i- 0:55 % :::: ...-1 F-.1-a----------- ----------- 870 -1:55 :1 :I: ------------ - 1 I a I ------- :--: -::: -_-_---•• --------- -_-_--- -...................... : ® s :p -o oor- r� --.-------- -.-- ----•-- p). ::: ::. -- N N N CV----- :.... P� O OHO ..- ....... ............. ......... : - ....... ----- --------------------::-•-- io j6 4 I --......_............- ciood0ao: ►`� "------...... "_..__...__.. I j _ _.... .........------.----P p -nfc) --.......... P- � � o� rn --•- - _.... ::: .................. ---- ---- - 00 00 1010-------- ...-- --- -- 8D0Oaoao- :-- -•----...._----...------•-- 00 - •----------------. - - --------..:- -- - ---- ..::::::::::-- : ::::: 2 : r� - ......... - z--^z- ----------------------- Z z -- ----------------------------------------------------•------------ .W W PI$NEERengineering - CI ENGmmS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCHUF=S 2422 Enterprise Drive Coon Rapids C+1Ce 201 85th Avenue N.W. Mendota H ;;g MN 55120 P Coon Rapids, MN 55433 (651)681-1914 Fax:681-9488 (763) 783-1880 Fax:783-1883 SAN z z z CROSSING TYPICAL SECTION 1 LAKE RILEY DRIVE WITH SUMOUNTABLE CURB ' - 2% SLOPE ISURMOUNTABLE - CONCRETE CURB & GUTTER CL = TC BAY 'CONCRETE CURB & GUTTER TC VARIES 2% SLOPE 24' / PAVEMENT SECTION -1.5' MNDOT 2350 LVWE350308 - BITUMINOUS TACK COAT 2357 2- MNDOT 2350 LVNW350305 6• CLASS 5 AGGREGATE BASE (100% CRUSHED) 24' MNDOT 3149.2B SELECT GRANULAR BORROW TYPICAL SECTION 2 LAKE RILEY DRIVE WITH SUMOUNTABLE CURB AT PARKING BAY 12' lilt/ PAVEMENT SECTION 1.5"BIT MNDOT OUS TACK COATLVWE35030B7 BITUMINOUS TACK COAT 2357 2• MNDOTCLASS 2350 AGGREGATE BASE 6• CUSS 5 AGGREGATE BASE (100% CRUSHED) 24• MNDOT 3149.28 SELECT GRANULAR BORROW TYPICAL SECTION 3 LAKE RILEY DRIVE WITH SUMOJNTABLE CURB AT PARKING AREA 12' 1' TYP. 6- CONCRETE SIDEWALK & 4- CL 5 AGG. BASE SEE PLAN FOR LOCATION 1 r4• TOPSOIL A (T I SEED YP) ------ I - 4+00 m Ii- CURVE DATA & q CURVE DATA 0 25 50 100 A=35.57'03" �F=4012'17" R=500.00' R=750.00' L=313.73' L=55.04' GRAPHIC SCALE IN FEET T=162.22' T=27.53' PC=1+92.24 PC=7+20.21 PT=5+05.97 PT=7+75.24 4.64 ® 11- CURVE DATA ® i CURVE DATA LF= 4.42' 12" LF= 2*56'53" R=750.00' R=80.00' L= 61.57' L=43.73 T=30.80' T=21.87' OUTLOT B PC=6+11.50 PC=8+66.09 PT=6+73.07 PT=9+09.82 C 03.08 ® CURVE DATA coz.ea ,�F=7'42'59" TYP R=350.00' C 01.13 L=47.14' rc sz.6s \ °O T=23.60' TC 92.56 EASEMENT r13' - e'-}-5 sieew J 2% CURB TYPES DENOTES SURMOUNTABLE CONCRETE CURB & GUTTER DENOTES B612 CONCRETE CURB & GUTTER NOTE: TOP OF CURB ELEV. ARE THE ACTUAL ELEV'S FOR THE rc ss.z7 TYPE OF CURB SHOWN. AT B612 TO SURMOUNTABLE INTERFACE, THE INDICATED ELEV. IS FOR THE B612 CURB TOP. TYPICAL STREET SECTION 5 LAKE RILEY DRIVE NTH MEDIAN to Baca of Curb 6.• SOD W/4' OF TOPSOIL PC=6+73.07 TC 91.43 LB612 \ \ PT=7+20.21 6" CONCRETE SIDEWALK CONC. CURB & 4• CL. 5 AGG. BASE & GUTTER \ 5' ROD. SEE PLAN FOR LOCATION TC = fL+0.19' (U STA. 3+13.81 LAKE RILEY DR \ TYP / _ _ A + RV-C \\\\ \Y% \� TYPICAL / F \\SECTION 5 L 96AD..64 i / / / 94•� -� I\\ �� / ,r� yIATCH EXISTING CURB L7e0135 ' TYPRA EASEMENT MEDIAN to Back of Curb to Back of Curb 5' 8' LSidewal 2.75% SLOPE 2% SOD W/4. OF 7nPOUT TOPSOIL 6- CONCRETE SIDEWALK B612NC. & 4- CL 5 AGG BASE CURE SEE PUN FOR LOCATION & GUTTER TC = CL +0.42• B612 CONC. CURB PAVEMENT SECTION &GUTTER TC = rt +0.19' -1.5' MNDOT 2350 LVWE350308 - BITUMINOUS TACK COAT 2357 - 2- MNDOT 2350 LVNW350306 - 6• CLASS 5 AGGREGATE BASE (100% CRUSHED) - 24• MNDOT 3149.2E SELECT GRANULAR BORROW y2 94., BENCHMARKS \ \ C92.10 1.) 1ST TNH NORTHSIDE OF Rll Sc92.02 LYMAN BOULEVARD, f 190' SE OF Tcs3.az - / //° // , QQ' LAKE RILEY ROAD Q / / ° ELEV. = 886.79M / 0 2.) 2ND TNH NORTHSIDE OF 9132 .., T +1 EXISTING LYMAN BOULEVARD, t 490' SE OF MNDOT B612 I BEGIN CONSTRUCTION LAKE RILEY ROAD CONCRETE CURB LMNDCT rE C / /! / & GUTTER PAVEMENT SECTION k L CURB C 90.54 //// SURMOUNTABLE) PAVEMENT SECTION TC VARIES SURMOUNTABLE TC V�6 / ELEV. = 896.13 CONCRETE CURB CONCRETE CURB 1.5- MNDOT 2350 LVWE35030B c89.90REMOVE EXISTING CURB AND GUTTER & GUTTER 1.5- MNDOT 2350 LVWE35030B & GUTTER BITUMINOUS TACK COAT 2357 BITUMINOUS TACK COAT 2357 LAKE RILEY DRIVE_ _ _ CL = TC BI MNDOT TA COAT 030E TO VARIES 2" MND07 2350 LVNW3503OB 6- CLASS 5 AGGREGATE BASE (WOOS CRUSHED) 6- CLASS 5 AGGREGATE BASE (10D% CRUSHED) MATCH EXISTING CURB 24' MNDOT 3149.2B SELECT GRANULAR BORROW 24• MNDOT 3149.2E SELECT GRANULAR BORROW _____________________________________________ ________________________. _______ _____.__ ___ _ _____ _- _______ _____ ___ _-______ ___________.____:___-_________-:___-----________----------_________.____________ CID -� .r`....W� ....0...__...0_...d'....0_...0----0----�... 0- �---- 0_...� ..- CO:..0 .0-' -O ---0_...0 ---0_...0- -0_------ 0---- p ---- O _:.r7-- 0 -p -a :-L() -C) ---- ._ � _. p .................. _--- ---- --•-- M-- � N... -- N N N p_ :-0 - 00 -� ..L.. -O .. ---0 Ln --O O O N p --- -------- ---------•------ .. - . - - - - - ..... LF)- - - -L0 Ltd- - - -LF)-to -L6- - • � -4- - - -� � n- - - -►9)- - - -Lh- - - -n- - - -Lh- - - -cV- - - -N- - - -N - - --- - - -.- 0 rn i� CD LA K) C4 O t7> h, c0 � t� �- �- �....� --------- ---- . ................ • .. - . . -�- - - -r• -r- - - 1�• -�- - • -�... -e-- .. -,r- - - •�- - - .r_ .. -�- - •r- - - -r- - ..�.. - -�- - ..�_ ...� .. - - -� - - -r-' - - -0 - - -0' - - -0 ...0- - - -0- -O' - - p - - -�1- :: -� - _ -QI- - - -4f- - - -� • : •�- :: -� - : -CA- :: -(A- :: -OI - - - - - - - - - - - - - - - - - - - - - - - - - . _ _ _ - ....... - - �_ .. . . . . .... . ....... . . . . . . .. . . . ... . . . . . ..... . •�)- - - -(3) -O)- - • -0)� -0)' - - -0- - - -p- - - -O)- - • -0)- - - -0)- - - -0- - - -0)- - - -0)- - - -0)....0)• - - -0)' - - -0) - - -0' - - -O) . • -0)- - - -0) - - -0)- - - -p - - -p- ...0- -0)- '0)- -00- •00 -00- - - -Op- 00 - -OD- -0 - -00• -0• -00 -------------------------- --------------- T--..: ----------------------------------------------------------------- - ----- -- ----:--------------::::---- ---:-- -- -------- :- :::: ---:-: ----- :-- - - _ :..:: __ - - i;IG}C:P_OCN ELEV.-915:37:.............................................. : •---•- ---•• ... - --- -- - --_.--------•------------ ----------------- ------------------------HIGH'PAIN[,:STA:=-8+74.3S....--------------------:::::::----------::::::----- ------ ---- ---- --- - - -----•---- : PVI:STA :_: H+ 66---------::---:---------:----::---:....::::.......::::::- :::---- --- -----:--------------:-------------- - -: - --.... ------ :::--:-----------------------------:::::----------------------::::::::------------------ .. ---• ----- ---•- •••---- ....----• ------------------•-•--••- ---:::-----::::-:-------::-------------------- "- ELE..V-:- 915.65--------------:: -----------:---:--:------ .. _.-.:�:.. :--::: - - PRi OSED RAbE --•-------. . - f ..._.... . - ....... M:=:o_121------------ -------------...... 920_.: -•---_-•----•--- ---------_... --EXISTING-GRADE-------------------------PVI-EtfV-=-912.00------ 920 :::::::--- --- -- --- - --- -_--- ------------_--- ::----- :::::::----- ---------=------==--=======- ----------------------------- •-------------- : : -5Q .YG : :.... --- ........----------------- M - 0:F9 : - ..._. ....... -- . SO- VC _.. ------------------- . ..... ....... ............... . ___.. .. ... .. ..... ... _ .. .. _ _ _ ----- ...--------- ~--:---: ---------- ---- -- :--------:-:-::---------------------:-------------------:--- ----: PVI- ELEV :=:908.00 :::::::--:--::-------- : : ::::--------: ---::---------------- : - - :._ :... :.:::........:-----:-.::.: w M �:0:12 :-::----------------:::-: ... ......... .... - - ------.............. ------- ----- -- - -- _915 . ••. ---------------------------------------- ------ ------------- cn :::::::: ::::::::: :::::::::::::: :::::+;ooz:::::::::::::::::::::::::::: _ -•• •••--- . ---------------------- ------ - ::::.....-------::::::::::::::::::: w ::::: ::::::: ::::::::-- -----------::::::::------------------..... ......: ::::::: ......: .... ::: ::::::::::::::: ::::::: ::::::: ::::::: ::_:::-::::: :::::::::::::::: -::::::::::::::::::-::::::::: ::: : - - - :cn ------- ---------- :::::......:::::::::::::::......::::::::::::::::::::::::::::: :_.. ::::::::: ::::::::: :......:::: ::............ PM: STA:4-: 2+ 00::-_-_: :....... ..._..------ -----------------..._.•.•..--...--------- ----- --•.-----:.------ _---::-:------ =ELEV:=:896.OII ----- -- : :..._... - ------------._......... 4 F\A ...... :..:..........------- _---- _ 91 0_.: - 91 0 ....::::::::::::::..............:::...::::::::: ::::::: _::::::::::::::::::::::::::::::::::::::::::::::::::::::::: ::::::: oo. :::::- - - - - . -- - -- - - --- ::: -- :: ...............•---.-•------....---- ------------- --•-•-.................. - ... - �- 3 ----•- ------------------ -- .... Rk 0-} - W - ._.......--------- ------ ---------- 50-VC Z - --------:--------------------- - --- - - --- -------------------------- ---.•---•- . . -- - ... - • .:::::3 . - - - :.. - ------------------------- ..- .. ......... .. ................� --•---._. ....--------- -- ... -- _ _-------- ------ - --- ---- --- --------- - ------------------------ --------:::--::......----:::---:-:--- ---: FIVE-STA-- :1+Ob- ....-- - ..... .._......------- .. t3 ::: : :: :::::: ::::::::::::::::: .... .... ..... 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ChernmF DesignedPic 4940 VIKING DRIVE, SUITE CT08 1 OF 17 Mendota Heights, MN 55120 Coon Rapids Office Coon Rapids, MN 55433 am a duly Licensed Professional Engineer Paul 198 6/W CONSTRUCTION EDINA, MINNESOTA, 55435 CHANHASSEN, MINNESOTA (65l)681-1914 Faz:681-9488 (763) 783-1880 Fax:783-1883 under the laws of the State of Minnesota. Reg. No. Date Drawn K.G.P. 12' 08 107 ' j 6 105 4 TC 13.34 1236 C 09.45 1 3 1 11 1 4 3 2-- - --1 '®,9J,�,,., w fYPI. AL ' I SIC Li__: _ = SECfiION 2 SECTI 4 _ ii W col 6- CONCRETE SIDEWALK �- & 4- CL 5 AGG. 645E SEE PLAN FOR LOCATION A 5--.--.----- AL \ti TOPSOIL I S ON SE -T- i I ---TYP- I 129 0 125 28 -�33 SEC'126 127 1 SURMOUNTABLE OUTLOT G CONCRETE CURB 5' CONC.SIDEWALK clz.ae & GUTTER G. = TC 12.79 12.43 TYPICAL SECTION 4 LAKE RILEY DRIVE WITH SUMOUNTABLE CURB AT PARKING BAY & PARKING AREA 6- CONCRETE SIDEWALK & 4• CL 5 AGG. BASE SEE PLAN FOR LOCATION 18, 5' 7' 12' 12' PARKING KING AREA 4' TOPSOIL & RPARAY KI KI SEED OYP) VARIES 1' TYP. _ - u�� VARIES 2.75% 2.75% -T-- \C 6' CONCRETE SIDEWALK & 4" CL. 5 AGG. BASE SEE PLAN FOR LOCATION 18' 1 5 PARKING AREA 4' TOPSOIL & 1' TYP SEED (TYP) ®� CURVE DATA CURVE DATA 114 108 107 t�2'56'53" �40'05'57" 117 116 _11i5 113 112 111 110 C15,1909 CURB TYPES -- C 14.2 -- C 14.70TC 15.66 R=80.00' R=200.00' TC 1! rclsss g DENOTES SURMOUNTABLE C 14.11 C 14sU : _ C 15.09 L=43.73 L=139.97 ,"� RAID. -137a2 _ _ _ cu.3o5.4o J- - CONCRETE CURB & GUTTER rcl3sa DENOTES B612 CONCRETE �� --- - C14.42 C14.90 - C 13.84 .c �-- � ----TIC 14.32 -- -- TC 14.80 - T-21.87' T=72'99' SgY` C13.64 CURB & GUTTER PC=8+66.09 PC=16+18.05 PT=9+09.82 PT=17+58.03 CL STA. 13+85.70 LAKE RILEY DR. X`, c1s.0 , 3+oD 1z+oo _ _ +o0 10+00 �_ _ +0�°--�- MID = A. + V- i \ �, ~ -� - -� = NOTE: TOP OF CURB ELEV. ARE ®� CURVE DATA Q CURVE DATA / c'3.7a �r c13ss THE ACTUAL ELEV'S FOR THE �4'06'39" L�1'0T 24" ;' - _ _ TC 96.27 TYPE OF CURB SHOWN. AT B612 ' / C 13.39 TYPICAL TYP --_ TYP TO S INTERFACE, R=850.00' R=1000.00' - -_ - _ cii THE INDICATED SURMOUNTABLE SOR THE / - - - TION 1 L=60.99 L=19.61 / 118 119 120 SECI SEC11ON 2 12� 1 � � B612 CURB TOP. T=30.51' T=9.80' 121 122 123 PC=8+66.09 PC=17+58.03 TYPICAL SECTION 1 / / C 13.17 c 13.04 PT=9+09.82 PT=17+77.63 LAKE RILEY DRIVE WITH SUMOUNTABLE CURB OU TLOT D � � /\ � �, / C 13.77 C 13.31 C 1282 � � J / C 13.36 6" CONCRETE SIDEWALK I C 14.12 ® CURVE DATA & 4" CL 5 AGG. BASE C 14.23 C 13.28 �1'09'46" SEE PLAN FOR LOCATION I nT C12.93 24' 5' II C 13.35 R=2500.00 5� (��,, �---� -- C13.04 L=50.74 2R SLOPE 1' TYP. C 12.69 T=25.37' - - 2.7s� 2.7s� _ � _ I ! 1" PC=9+59.59 PT=10+20.57 I TYPI CALL SECTION ��3 - C 06.45 SURMOUNT®� CURVE DATA L.7E CONCRETE�C CURB `- ��'s \ cos.Bo �51'.J6'50" & GUTTER PAVEMENT SECTION 08.63 � TC 06.69 TC 1.5- MNDOT 2350 LVWE350308 R=100.00 BITUMINOUS TACK COAT 2357 2" MNDOT 23W LVNW350308 C �•30 L=90.09 6" CLASS 5 AGGREGATE BASE (10= CRUSHED) 146 24" MNDOT 3149.2E SELECT GRANULAR BORROW CO8.00 T=48.36 TYPICAL SECTION 2 £`Aso _ %145 ' TYPICAL SECTION 3 PC=13+28.94 LAKE RILEY DRIVE ° \` _ �` I /j(444/� LAKE RILEY DRIVE o z5 50 loo PT=14+19.03 WITH SUMOUNTABLE CURB AT PARKING BAY WITH SUMOUNTABLE CURB AT PARKING AREA r `I_ CONCRETE SIDEWALK STA. 16+56.11 LAKE RILEY D N & 4" CL 5 AGG. BASE �� - - 6' CONCRETE SIDEWALK GRAPHIC SCALE IN FEET ®� CURVE DATA SEE PLAN FOR LOCATION -STA. + - C06.50 \ \_ ~ & 4- CL. 5 AGG. BASE LLJ SEE PLAN FOR LOCATION .. - 18+0p :... W 12' 12' 18' 5' _ PARKING T 12' 12' � 8' � `_ L�74'02 52 - - N AREA 4- TOPSOIL & BENCHMARKS NORTHSIDE OF R=154.00' PARKING I I SEEDOP(T7P) & TYP _ _ SEED (TYP) 2R SLOPE 1 TYP. LYMAN L=185.46 VARIES z75s 2.7sz _T - cocas.n TYPICAL _ w --2� 2-7sx z.7sz VARIE; ' TMP' _ I- - LAKE RILEYBOULEVARD, ROAD t 190' SE OF T=116.15' - - -' Iry N PC=14+19.03 C04.33 I SECTION , 1 c01.68 �� ELEV. = 886.79M PT=16+18.05 SURMOUNTABLE SURMOUNTABLE C 04.2 CONCRETE CURBMNDOT & GUTTER CONCRETE CURB C 02.04 CONCRETE 8612 TC VARIES &GUTTER 147 148 149 CONCRETE CURB 2.) 2ND TNH NORTHSIDE OF rL = 7C :-. --- SURMOUNTABLE PAVEMENT SECTION � GUTTER , CONCRETE CURB LYMAN BOULEVARD, t 490 SE OF PAVEMENT SECTION _ & GUTTER 1.5- MNDOT 2350 LVWE3503013 CL r TC BITUMINOUS TACK COAT 2357 LAKE RILEY ROAD 1.5' MNDOT 2350 LVWE35030B a CLASS 55 50GGR` GATE°BASE (100% CRUSHED) ELEV. = 896.13 BTNMRt0U5 TACK COAT 2357 2' MNDOT 2350 LVNW350308 24' MNDOT 3149.28 SELECT GRANULAR BORROW B" MAW MND 5 140.2AGGREGATE BASE (,GULL CRUSHED) LAKE RILEY DRIVE 7R MNDOT 314E.2B SELECT GRANULAR BORROW __ _---------------------' -_--------- _ --------------------------------------_--------------•-•-•--------------------------------------_----•-----•-•-------...-_•--•--••---•-----------------------••-- . . ..... .... ....... .... ... ... ... .... . - _ .... ....._.. ---- _ _ _ ... _ .... _ _.. ---_ -.- --- --- --- .... _ ___ ----------.-- __ .... -...�. _ -._........._..__....._....._...._......._._.........___._..... 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Coon Mendota Heights, MN 55120 P CaRapids, MN 55433 (651)681-1914 Fax:681-9488 (763) 783-1880 Fax:783-1883 CURVE DATA ® q CURVE DATA A-- 1'07' 24" CF 24'48' 34 R=1000.00' R=125.00' L=19.61 L=54.13 T= 9.80' T= 27.49' PC=17+58.03 PC=5+68.82 PT=17+77.63 PT=6+22.94 /12'Ii- CURVE DATA ,�iF= 14'43' 28" R=400.00' L=102.80 T=51.68' PC=17+77.63 PT=19+21.98 �_ CURVE DATA ,nr-105'12'03" R=80.00' 2% SLOPE L=183.61 --__ T=130.80' PC=21+66.95 PT=22+69.74 CURVE DATA CONCRETE CURB & GUTTER 2=TC R=100.00' L=19.71 T=9.89' PC=22+69.74 PT=24+53.35 Aq CURVE DATA 7' CF 24'48' 34" PABAY R=125.00' 2x=`°PE VAF L= 54.13 ' T=27.49' PC=24+93.44 SURMOUNTABLE PT=25+13.15 CONCRETE CURB & CONCRETE UTTER TC VARIES TYPICAL SECTION 1 LAKE RILEY DRIVE WITH SUMOUNTABLE CURB 24' V TYR / PAVEMENT SECTION —1.5' MNDOT 2350 LVAE35030B — BITUMINOUS TACK COAT 2357 — 2' MNDOT 2350 LVNW35030B — 6- CLASS 5 AGGREGATE BASE (1009 CRUSHED) — 24' MNDOT 3149.28 SELECT GRANULAR BORROW TYPICAL SECTION 2 LAKE RILEY DRIVE WITH SUMOUNTABLE CURB AT PARKING BAY 12' 12' PAVEMENT SECTION 1' TYP. 1.5' MNDOT 2350 LVWE35030B BITUMINOUS TACK COAT 2357 2- MNDOT 2350 LVNW35030B 6- CLASS 5 AGGREGATE BASE (100% CRUSHED) 24' MNDOT 3149.213 SELECT GRANULAR BORROW END CONSTRUCTION/ MATCH EXISTING --—>>---->> L// G 6' CONCRETE SIDEWALK _n r\� & 4' CL 5 AGO. BASE SEE PLAN FOR LOCATION �I SEE SHEET 13 & D (TYP) LL4�ETOPSOIL 6' CONCRETE SIDEWALK & 4- CL. 5 AGG. BASE SEE PLAN FOR LOCATION r4' TOPSOIL & I SEED (TYP) SURMOUNTABLE CONCRETE CURB & GUTTER CL = TC o= END CONSTRUCTION/ MATCH EXISTING R1-1 SIGN — —79 - = STA +4 9.9U L C A — T� 77TAR 4 5 f 00+£Z �4- 133 134 135j �36_ j 14 D0. I J I f -'�` _ : 8 9 - 10 11 49 148 '147 00 IZ r OO+oZ 00+6I- � I CAL TYPICAL I SEC11ON 2 SECTION,, 1 138--t- 139 140 141 14� 143 4 T r LAKE RILEY DRIVE CURB TYPES DENOTES SURMOUNTABLE CONCRETE CURB & GUTTER DENOTES B612 CONCRETE CURB & GUTTER NOTE: TOP OF CURB ELEV. ARE THE ACTUAL ELEV'S FOR THE rc ss.z7 TYPE OF CURB SHOWN. AT B612 TO SURMOUNTABLE INTERFACE, THE INDICATED ELEV. IS FOR THE B612 CURB TOP. OUTLOT G 0 25 50 100 GRAPHIC SCALE IN FEET BENCHMARKS 1.) 1ST TNH NORTHSIDE OF LYMAN BOULEVARD, t 190' SE OF LAKE RILEY ROAD ELEV. = 886.79M 2.) 2ND TNH NORTHSIDE OF LYMAN BOULEVARD, f 490' SE OF LAKE RILEY ROAD ELEV. = 896.13 _ _ _ _ _ ____ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ ____ _ _ _ . _ - - - - - - - - - - - - - - - . - - - - - _ _ _ ..................-.-- _..__ ___ ... _..... _.. _ .. _. __ _ _ - __.-....__........__....._.._......._._........._.. _ ...................... 0 N r...¢ O I� 0 N...1(� O N N +� 0- N -� 00 0 ....... - ..... _ ... . .... . ........ . _ ... _ ..... _ - in - - CA 00 � � � � - 0 :: N:: � t0 � 1, N I, _ N _ CO Ni _ CCi : Ki � _ * 0l � 0 � � � ::: ..... ---0 0_ N -�-- 00- :..r..:L11: (11 M .: :.: -.:9D �:. n m 0 O.. r r N OD - • - _...__....... n 00---,..-("---I -- Oi 0 0 0... ...... _--_--... ---00---00 00---00 -•03-• 00 03 00:::03:--OD-- 00 OD--•03--•Go---00--•0o---OD 00:::03:::00---03---00---03-- v� 61 rn ....... -... - -------------.......... ..._... ..-.---------------•--.._._.....•----•... 9 = -:::::::::::::::::::::::::::::::::::::::::::::::::::......------•--------•--••-•----•• 1 0 - -• 910•---• --------••--••-- - - ---- - ------------------•- ------•------ ------::---------------------------:-----:------...---------------------------------- :::--:----:::-- - - ...---• - ...•-- ------------- - .--...-- •-•--•. ........................ - Pill-STA- = ..1.�.. .._....... - ---------------- ------ F!V:Eti_V:=:891-28: - ---- - .........GRADE - - ------ -.....--...............-.............----------.-----_- -- -----------------------:M:....:--------------------------------------::::-----------------::---::::------- --::: 3 ---------:::----------------------•-•••----- O - 9 0 5 - ----- --- ------ -------......- --•- ------------ ---------------------- - ------ --------------------- r - 9 5 ----•- - - = ---------••• - ----- _.._..... _.. - .... 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I'J :::::: :: ::: - - :..... - - : :. : :. : _ - .. . - - ------.._ .._........ ..---•---------- - ...... -- -- --PVI-STA-r..2�F+50----•-••• •-- 2. - i� . ---- ••---•••••- ....•........--------- .....ELEV.......4g __---------------•-••-----------•--- �.. .-•--------•--.---- .-------- - _.•--------------------- _------.. _-.....:. --- -----------------:-----'----------------------::::::::':i---------------------::::-----------------------------------...... 895------------ --------------------::::::::-------::::::::-::--:::- :::'':: :::::::: M:-:o:3z :::::::::_ :::.:::::_::::=-----------• ---------------------------------------- - ::::......895_.: -------------------------------: - :5o': VC :--•••-. _ _ _ . .::::::::: ............ ..... - ----------- --- • - - - -- _ - - - - _ - . . - . _ _ _ _ f, /-- - -. . _ . . . . _ _ _ _ _ _ _ _ _ _ _ _ _ . _ _ __-____ _ __ _ _ _ ____ ___-_ __ _ ______________�--__---..__...••--•--------___- ......... _....... ___-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . _ _ _ - _ - - - - _ . . - ^ _ _ _ _ _ _ - _ _ _ _ _ Y -- .r.— — r r �_T.� / _ _ _ _ _ _ - _ _ - _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ - - - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . :::::::::::::::::::::::::_::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::: ::::::: :::y - ..... 890 8 9 0 -- ---- - - - - = Y - - -� -•-- ------•---. - - ----------:::::::::::----------:::..----:::::::--------Q-----:::::::::------------ :::------ ------ - - - - - - :.........:: - --- ---•- .._....._.. i - 0 - - --------------------------------------------------------------------------------::::--- z ------:......:: :::----:::---------------------..:.---.. :� - - ---- - .--•-------------------- ------------- -- ------------- ---------------- -------------------------------------::::::-- ----------- z ::::-:::::- -o ---::::--------------------------:::::---------------::. --:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: o°�--::::::...:::::::......::::::............::::::a:::::::::::::::::::::::::::::::::::::::::::::::::885.-885 - - - ---------------------------------- -F--------- --...- - - -------:::::::::::::::::::---------------------------:------------------------::::---------:::::•------ - ........:-18 oa:....._.......- -------------- - - - -----._.....:-------•-•----............... .--- ..... .- -- ..._...-- -•---•-----••---....------------•••--.---- ......----••••---.....z--••••••-•---•----•- - •----•-- - -:::::::::::::::::::::::::::::::------•-••-.........----•-----------------•----...-------•--•...::::::::::::::::::::::::::::---------:...........:::---------------::::::::::::..................••-:--880 880 ---------- - ------•--••• - :t. 9_-•--•-----------•--•- - -- - z .--- -----..........:......:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::------::-::::: --------- :::::::: - - ----- -- ------------------------...... -----------------------:::::------::::::::::::::::::::::::::::::: - -- ---- -- -- -- so_.:::._... . ......... ...------------- ::.------- ----- - - - ---- ____________________________•.-____...._..............-...__._.____.... ...... __ N _ _..__ .. _ __ ....------- -------- ---........ _-_ - = - _-_----- _.--_.----.-._-_-----_----_ 0 -WARP- _ ,n_ _-----...---------::::::::::::::::::::: ::::::::::::::::::::::::::::::::::::::::::::::::: 875 875 - • :.OUT. ab - .iYJ - -W/ . _ _ - _ . --_-__--..._.._....._..._...._..._--•--......---..................•..-_-_-_•_-_-_---._..._..._...._-_-_-_-_-_- + ----C��n ------..N -•---....gyp -..._-....gyp --_-_-_-_-- _____ ____ __ ___ __ __ _ ___ qt--------� .}} :i- - - ......._...... SCALE: --_........ N - ...:-:...A ......... ---N .._.... ........... ---•---------------....... _------------ -------...__._..._.-..........----------...........•-------............ u� ::: _..._.....-.........::... N ::. -' N N ::::::::: - ----•------ --------•-•--- :::- N •---••.... ......_ --U :::: •::U----------•----•-------- ----------------------------------- ----------------- _._... - .._.... cn ------ a _. a a --- ------------ -- -- - ------------------- -- ---------- -------- ------------- --- 1 =50 25+00 24+00 23+00 22+00 21+00 20+00 19+00 18+00 PISNEERengineering - CWMENGWEEM LANDPLANNERS LANDSURVEYORS LANDSCAPEARCFUTEM 2422 Enterprise Drive on Rapids Office 201 85th Avenue N.W. Mendota Heights, MCos P N 55120 Coon Rapids, MN 55433 (651)681-1914 F=681-9488 (763) 783-1880 Fax:783-1883 CURB TYPES 6" CONCRETE SIDEWALK. & 4• CL 5 AGG. BASE SEE PLAN FOR LOCATION 4• TOPSOIL SEED (nP) MNDOT B612 J CONCRETE CURB & GUrrER TC VARIES 6" CONCRETE SIDEWALK & 4" CL. 5 AGG. BASE SEE PLAN FOR LOCATIO 4• TOPSOIL & SEED (TYR) 1' r(P. MNDOT 8612 J CONCRETE CURB & GUTTER TC a rp+0-09' AREA TYPICAL SECTION 1 LAKE RILEY TRAIL WITH B612 CURB 12' MNDOT B612 CONCRETE CURB TC & G O .69' PAVEMENT SECTION 1.5" MNDOT 2350 LVWE3503M BITUMINOUS TACK COAT 2357 2" MNDOT 2350 LVNW35030B 6• CLASS 5 AGGREGATE BASE (100X CRUSHED) 24" MNDOT 3149.2B SELECT GRANULAR BORROW TYPICAL SECTION 2 LAKE RILEY TRAIL NTH PARKING AREA PAVEMENT SECTION 12' 6" CONCRETE SIDEWALK & 4" CL. 5 AGG. BASE SEE PLAN FOR LOCATION & OUTLOT G QZ STA 6+49.90 LAKE RILEY TRAIL STA 24+53.35 LAKE RILEY DR_ r6• CONCRETE SIDEWALK I & 4" CL. 5 AGG. BASE SEE PLAIN' FOR LOCATION 5' 4" TOPSOIL & SEED (TYP) 1' nP. �N MNDOT B612 CONCRETE CURB r GUTTER TC = C+0.69' 1.5- MNDOT 23W LVWE3503M BITUMINOUS TACK COAT 2357 2• MNDOT 2350 LIMW3503M 6" CLASS 5 AGGREGATE BASE (100% CRUSHED) 24" MNDOT 3149.2E SELECT GRANULAR BORROW 895 ::::::::::::::::::_::::::::::::::::::::::::::............: ------------------------ - ----- = 8 90 :::::::::::::::::::::::::::::::::......:-::::::::::.. --------------- 858::::::::...... ..:.....::::::::::::::::::::::::::::::::::: ........... ------------ - - --------= - 875:::::::::::::::::::::::: - ------------------ ------ ----- -----••------------ - ----- - - - - - - -------------- PI$NEERengineering - CIVILENORJEM LANDPLANNFR.S LANDSLRV ORS LANDSCAFEARCHPl'ECI'a 2422 Enterprise Drive Coon Rapids Office 20185th Avenue N.W. Mendota Heights, MN 55120 P Coon Rapids, MN 55433 (651)681-1914 Fax:681-9488 (763) 783-1880 Fax:783-1883 -1 SIGN Z 1 6*G_O C V. v / -I T -------------------- M 0 n- - - r% -O- In- - - --------- 0: to 0 Q Q OD ---,*----Q•- M ]... .� -r-- - - -N....N- - - N- -M--- 4- - - -6....I�- - • -00... 0lp- �- :::0::: �: 0 0... -00000- -cP :::::::: �. STA . 3+OU :: 6° 4 0 ++ mu . _.. C 93.76 TYPICAL SECTION 2 .84 1 I I I rft 11 A 1 STA 5+16.62 LAKE RILEY TRAIL = STA 0+00 DRV-H 3 LAKE RILEY TRAIL -----•------------- t7 CD-.O.-.-^....N.---d".--I n.::_�... N ~ 7) O -N---- 04. _04 1, 0- - - -O) O) -0)- - - -0)- - - -0). _ . 0.... 00 00 00' :00 0 .:HIGH -POINT: ELEV - 892.96- - : HIGH POINT :STA: P.M: STA : 3+OD:::::: : PVI - ELEV - 893.30 - :: - : ....:150- _arc_ _ _ ::::::: - ...... --------P.VI:ELEV:=:8H3.3II::::::-:-:-:::: ::::-:'------• 1 ............ :::-::-:Ab.::;:3:27::::-::::::::----- ---- ----- ----- ----:: ::::::::...........::::�: - -o. o:-:----------: :: ::::::::::-:::-::: ---- ................... ------ ---- - -------- ::50:VC .. .... ::...... .0 ------ . . . _ - - _ _ _ _ _ _ - . . . . _ _ _ _ _ . r. - ...... ,y �: - - _ .. - - - • • - - . • • ... PROPOSED- GRADE- --------- ------------ e--------- --- - --------> ----- -----------------;:: - ------. f :......:-::' :::-: : :----:-:-::::%:::: ::::-- ::-::::::....... --- - 1- .. • • .. - - - - - EXISTaWG -GROUND -----.._.. ` :-_---- •--... ---------------------•- :::::::-:::::::::-:::: Q---•------•• �l ------ :: : Llu :::: ----------• - F----- �. -.......... . . . . . _ _ _ _ _ . ( . ...... . . .^.. T• . YF o -• ::::: --------- ___________ ......... 6+00 5+00 OUTLOT B Q(L STA 1+76.30 LAKE RILEY DR. = STA 0+00 LAKE RILEY TRIAL "f -1 SIGN QC STA 0+75.10 LAKE RILEY TRAIL = STA 0+00 DRV-G CURVE DATA �F= 2448' 34 R=125.00' L=54.13 T=27.49' PC=5+68.82 PT=6+22.94 A Ii- CURVE DATA LF= 125000'34" R=75.00' L=133.06 T=144.10' PC=4+05.18 PT=5+68.82 DENOTES SURMOUNTABLE CONCRETE CURB & GUTTER DENOTES B612 CONCRETE CURB & GUTTER NOTE: TOP OF CURB ELEV. ARE THE ACTUAL ELEV'S FOR THE TC 96.27 TYPE OF CURB SHOWN. AT B612 TO SURMOUNTABLE INTERFACE, THE INDICATED ELEV. IS FOR THE B612 CURB TOP. ® CURVE DATA �F= 103*46' 53" R=140.00' L=253.59 T=178.49' PC=1+51.59 PT=4+05.18 Aq CURVE DATA N= 57*18'26" R=135.00' L=135.03 T=73.77' PC=0+16.57 PT=1+51.59 0 25 50 100 GRAPHIC SCALE IN FEET BENCHMARKS 1.) 1ST TNH NORTHSIDE OF LYMAN BOULEVARD, f 190' SE OF LAKE RILEY ROAD ELEV. = 886.79M 2.) 2ND TNH NORTHSIDE OF LYMAN BOULEVARD, t 490' SE OF LAKE RILEY ROAD ELEV. = 896.13 .---- N- - - O 1� P4 tD -to- - H) -0 ------•------- :10- - - ------.--- -- ---------- --------- - --•-- 10- .. . --------- - -In- - - - - - - 04 04 N C4 N N t t to CD-- 0I EA m 0) O) 0)- O (A Of O) --._.... ::LOW P01 T:ELEV:= :892: 5::--::::::::: :::::::::-:::::::::-:::::::-:-::-:::::--:::::::::-:::::::::-:::::::::-::::::-::-:::::::::-:::::::::- - ENT-fiTA===a4.4 :::--:----- - . --- :::-------- ::::::::::.::..:..::....:..::.:::::......._-:-------:-_-------:-_-_--........----... . - :PVI: STA :... - . 30.... - : ..............................................----.......•--•••...--------•--- ::::::::: P.M: ELEV: 892.43 ..- ::::: - : : ---•---- •------------------------ --•----------- Iul.=- - ::: - � --------------- ...----- -----:---::-- :sa':vc: :---: -- fix- `-- ::::::::::......::::::-----------------:::::....................._ :f0.5II�--- :::: - .. ---- --- r::::: --••-•------ . -------------------......... --- . ..... ------ ---.......•-• •-•-------- ------- ---- ------i ::::: i .. -------- -- --- ..-•---- - ......::::::::::::::.. ..... ..:::::::::::::::::::::::::::::::::::::::::::::::::::::-----------:::::::::------:::::::::::::::::::::::::::::..8----- �. •. --- _ _ ... . _ . - - - - . _ - - - • . -• ----------- ------. ---------•------ -------------------- - ::::::::::: =::::::: ::: ::::::...... :................::::::::::::::::::::::::::::::::::::::::::::::::::::::::::_::::::::::::::::::::: 880 = - - ----------------- ----- ---- -- - -- - - ----------- :---::::::: ::::::: ::: :::::::::::: ::::::::::::::::::::::::::-:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: - ----- ...... :::::::::::-----::::::::::::........::::::::::::.........:::::::.::::::....:::::::::::::::::::::::---------- --... } - ---._...--- _...-•------- -- -•-•--. --------- --- _... -•--- (�--------- ..•---..... -I---_--------- W.----------- ------ ---------------------------------- J...............•---------._._...----------._....-__..._..._._......._..-----...........-----•---•------------ - . ......----- . . _ . . . Q.e ... . . . . Q . . . _ _ _ ... .... _ - - - - - _ _ _ _ _ _ _ - - _ _ _ . ... . . . . . . . . .. . . . . . . . . . _ 16 _.... 40 _.. _.....__ .........................•_-.........................._..__...____..__..._._.......... _---_.._---....____ - ......_._..................._SCALE + _ -N.._...... + ,- -- +_ _ �. p ....... .-. ... C43 _ .. .. .. . -. - _ }}.... J ........ s - --------- > ----- O �= - --------- ,._ram. ....... 2+00 1+00 0+00 ' BITUMINOUS TRAIL PISNEERengineering - CIVR.ENGUE S LA.NOYLANNW LANDSURVEYORS LANDSCA ARCHTMCIS 2422 Enterprise Drive Coon Ra ids Office Coon 201 th Avenue N.W. Mendota Heights, MN 55120 P Rapids, MN 55433 (651)681-1914 Faz:681-9488 (763) 783-1880 Fax:783-1883 �-- 1I—, I _j__-1 i .4 s —I LAKE RILEY DRIVE INTERIOR BITUMINOUS TRAIL TOPSOIL, :D & MULCH 3" MNDOT 2350 LVWE45030B 6" CLASS 5 AGGREGATE BASE (100% CRUSHED) COMPACTED SUBGRADE TRAIL 8!� BITUMINOUS TRAIL- 5' CONCRETE SIDEWALK LAKE RILEY ROAD E. BITUMINOUS TRAIL ON LYMAN BLVD. 2'� 8' 2' TOPSOIL, :D & MULCH 3" MNDOT 2350 LVWE45030B 6" CLASS 5 AGGREGATE BASE (100% CRUSHED) COMPACTED SUBGRADE BITUMINOUS TRAIL f 7:a f Z i tom' f � 0 30 60 120 GRAPHIC SCALE IN FEET BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±75 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.07 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.07 a X s 0 N PI$NEERengineering - C!VR GRr" S LANDPLAN S LANDSLRV YORS LANDSCA ARCnt!EM o Ra 2422 Enterprise Drive Coon Ra Ids Office CAvenue N.W. Mendota Heights, MN 55120 P Coon Rapids, MN 55433 (651)681-1914 Pax:681-9488 (763) 783-1880 Pax:783-1883 --, I ! i ! I ! li i i i fl I LAKE RILEY ROAD E. TRAIL LIGHT STANDARD ---------- - - —7 TYPICAL LIGHT STANDARD ' J / i O / j ; / / 1 f 1 f m / ,j0Q, Z. f , i 0 30 60 120 GRAPHIC SCALE IN FEET BENCHMARK TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±75 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.07 TOP NUT HYDRANT (TNH) ON NORTH SIDE OF LYMAN BOULEVARD LYING ±490 FEET SOUTHEASTERLY OF THE INTERSECTION OF LAKE RILEY ROAD AND LYMAN BOULEVARD. ELEVATION=896.07 I R/W c N 10' O MH R/W NOTE: All dead ends to be extended a minimum of one pipe length beyond gate valve and closed with plug tied back to tee. R/W Gate valve location on projection of property line. NOTE: Water main to be on north and west side of center line unless hydrants pose conflict with proposed sidewalk. Shape of back of buttress may vary as long as poured against firm undisturbed earth. Dimension C1,C2,C3 should be large enough to make angle O equal to or larger than 45'. Dimension A1.A2.A3 should be as large as possible without Interfering with MJ bolts. 0 = 45' Minimum. Place polyethylene between concrete & pipe. All bends & fittings shall be restrained with Megolugs thrust restralnts or equal e - Sas na RAN 9G• l CONCRETE SHAI IN CONTACT W1 THIS QUADRANT OF PIPE BUTTRESS DIMENSIONS PIPE 22 1/2 BEND 1 45- BEND 90- REND EE SIZE 81 1 D1 I B2 D2 B43'- 6" 1--5- V-5" V-5" V-5' 2'- 8" 1'-5" l'-5" Y-1" V-6" 2'- 12- 1'-10' V-10' T-4' T-0" 4'- 16' 3'-0' 2'-0' T-lor S-0' e'- 20' 3'- 2'-8' 3'-4' 24' 1'-44 ' 3' -0' F-1 6'-10' 30' 973" 8'-0" 1T-0 W-0" >:CLIQI A -A CITY OF TYPICAL CITY OF CBAN$ASSEN INTERSECTION CBANBASSEN D.1-06 DATE RATE 1r'J 1001 1 REVISED: 2-97- ---- DATE: MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE. 50% INCREASE ON ALL DEAD ENDS. 20% INCREASE ON ALL BENDS. 7.0' OOVM 7.5' COVER &a COVER PIPE SIZE 225126 JIM END 225 4.! 90 IDEAD1 ENp 225 45 90 END 4sesee° 218 2 3 8 18 1 3 8 17 6" 2 26 2 5 11 25 2 4 11 25 B• 3 34 3 6 15 33 3 6 14 3212" 4 50 4 9 21 48 4 8 2016" 6 65 5 11 27 63 5 11 26 61 20" 7 80 7 14 34 77 6 13 32 75 24" 8 95 8 16 40 92 8 16 38 89 30 10 117 10 20 48 113 9 19 46 109 36" 12 138 11 23 57 133 11 22 54 129 42" 13 159 13 27 65 153 12 26 62 148 48" 15 179 14 30 72 173 14 29 69 167 THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EDITION OF *THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE, AS PUBLISHED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIAnON (DIPRA). THE TABLE ASSUMES CON -GRAN SOIL AND TYPE LAYING CONDITIONS. REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOIL OR LAYNG CONDITIONS ARE ENCOUNTERED. CITY OF RESTRAINED PIPE CBANBASSEx REQUIREMENT 7.0'-8.0' EARTH COVER .�.... _,._ .... DATE: 1 -QQ PATE NO.: loll RAIL 46' oOd 6 _ SMW REIN 22 1/r � CONCRETE THRUST BLOCKING = 1002 CL PL Variable Fence 9. Posts m Z Wye Plugged End 1/8 Bend = 6" PVC SDR-26 Pipe Min. Slope 1/4" Per Foot �\ I 2'x2" Marker 1/2 Pipe Diameter Min. See Note 2. Sanitary Sewer Gravity Main SANITARY SEWER SERVICE CONNECTION DETAIL Services to be Used in Conjunction with Plastic Pipe Sewer Main for Depths of Cover with Less Than 16 Feet. NOTES: 1. Solvent Weld all Joints. (Non Gasketed) 2. When Sanitary Sewer Service Is not Accompanied by a Water Service in the Some Trench, Install 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 Propert/ if Distance from Main to Hous• Exceeds 90 Feet 4. All pipe shall be bedded on granular borrow 314A or course filtur aggregate (3149H). CITY OF TYPICAL SANITARY MANBASSEN SEWER SERVICE 5:1-0s DATE: �L1TE NO 2001 DROP LID 7.5' Minimum cover required J%A-1 Tyler No. 6860 Mueller No. H-10361 over tap of water main. IFFBibby -Ste -Croix No. B-5160 PROVIDE VALVE STEM RISERS Sigmo No. V926GOW TO WITHIN 6' OF THE SURFACE U W W q Street IF THE DISTANCE FROM PL THE TOP NUT OF THE VALVE TO c Variable THE SURFACE IS GREATER THAN 8'. 1" CORPORATION STOP ag E< Grade 9' TOP Adjust top to 3/4" below Tyler No. 6860 26' grade. Box to be set to Mueller No. H-10361 26" provide 12" of adjustment. 6' METAL FENCE POST Bibby -Ste -Croix No. VB502 27" DENOTING CURB BOX. Sigma No. VB63OG TOP 6' PAINTED BLUE. Sigma NO.V9630 Tyler No. 6860 PLUGGED END CURB BOX WITH 1 1/4" Mueller No. H-10357 STANDPIPE AND EXTENSION Bibby -Ste -Croix B-5001 STATIONARY ROD. Tyler No, 58 14' Gate valve box, screw type. No. 59 18" 3 piece, 5 1/4' shaft. size No. 60 24' G box, 7'-6 extended, Mueller No. 58 14" /6 round boss No. 59 20" WATER MAIN Bibby -Ste -Croix z GATE VALVE ADAPTER: 1/4• V6520 No. 57 9' V8521 No. 58 14" STEEL WITH PROTECTIVE in Water Service VB522 No. 59 20" COATING, 1 2" RUBBER N` tW.t^, "' 1" Type 'K" Copper GASKET INSTALLED BETWEEN Corporation Cock V8523 No. 60 26• THE GATE VALVE AND Sigma No. VB630 GATE VALVE ADAPTER. BOTTOM Concrete Block Support Tyler No. 6860 55" Mueller No. H-10361 65" Mueller or American Flow Control Bibby -Ste -Croix No. VB516 60' AFTER MEETING TEST REQUIREMENTS ainSigma No. V96302 60 Conformi g tReeliont oeAWWA NOTES: Valve and Box to be C-515-80 standards THE AIR BLEED LINE SHALL BE 1. DO NOT PLUG ENO OF CURB STOP. DISCONNECTED AT THE PLUG WITH 2. Add 6" crimped i tail to curb sto . plastic Wrapped per with all stainless steel section 2.03a nub &Dolts. NO ADDITIONAL COMPENSATION. 3. THE COPPER SERVICE UNE BETWE THE MAIN LINE BASE AND CURB BOX SHALL ER ITT CONTINUOUS PIECE. AND WILL NOT BE PERMITTED, 4. CORPORATION COCK TO BE 1'%1" 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. -- ..->--- -+.::i;_z_ 18'X18'XB' concrete block CITY OF AIR CITY OF TYPICAL CITY OF GATE VALVE CBANBASSEN BLEED DETAIL CBANBASSEN WATER SERVICE CBANBASSEN AND REVISED: 2-97 DATE: MATE NO. 1003 REMISED: 1-06 DATE'. PLATE NO 1005 REVISED: 1-06 DATE PATE '41 1006 FILE NAME: 393_1003 FILE NAME: 393 1005 FILE NAME: 393_1006 Manhole Costing and Adjusting Ring (See Plate 2110) = 0 Provide I&I Barrier on all sanitary sewer manhcle(see plate 2109) Manhole steps. Neenah R1981J (=�=.,; : PROVIDE I&I BARRIER ON ALL SANITARY eP SEVER MANHOLES (SEE PLATE 2109) or Aluminum, 16' on center. c Steps Shall be on Downstream YSide Unless Pipe Diameter la 18" or Larger 'mom MANHOLE CASTING AND ADJUSTING RING All pinta in manhole to have "0"ring (SEE PLATE 2110) rubber gaskets. Infi-shield external 27' PRECAST ECCENTRIC REDUCER SECTION seals as required by the Engineer. 'ol A Maximum of 2 Short Manhole MANHOLE STEPS, NEENAH R1981J Rivera to be Used Directly - OR EQUAL, 16' ON CENTER. Below Cone Section ALUMINUM STEPS APPROVED. Pipe shall be cut out flush •I with inside face of wall. - ALL JOINTS IN MANHOLE TO HAVE "0"RING 5" RUBBER GASKETS INFl-SHIELD EXTERNAL A Kor-n-seal required. W 4'-0" SEALS AS REWIRED BY THE ENGINEER. 5' 2 8" THICK x 7'-6" DIAMETER PRECAST CONCRETE SLAB WITH /4 0 8" EW. Precast Inverts Must be 1/2 of 2-%4 BARS ALL SIDES OF OPENING / Pipe Diameter and Benches SEALED WITH 2 BEADS // Sloped 2" Toward the Invert In 7• OF RAMNEH OR EQUAL ZMinlmum` thickness of precast base is .� 6" for 14' deep or less, and increases 7'-0" 1" In thickness for every 4' of depth greater than 14'. 8�'3i. REQUIRED.EAL MANHOLE APPROVED NOTE: :--_ .-..-.:.-.. _- 1. Kor-n-seal manhole or equal considered acceptable alternate. 2' 2. All dog houses shall be grouted on inside and outside.SECTION 8' THICK x 7-6" DIAMETER PRECAST 3. When the manhole or catch basin structure is constructed CONCRETE SLAB WTH #4 0 8" E.W. outside the traveled roadway a witness post and sign (MH) NOTES shall be installed next to the manhole. 1. WALLS TO BE CONSTRUCTED OF PRECAST SECTIONS. 2 INSTALL STEPS ON DOWNSTREAM SIDE UNLESS PIPE DIAMETER IS 18" OR LARGER. SESr1Ig1 3. WHEN THE MANHOLE OR CATCH BASIN STRUCTURE IS CONSTRUCTED OUTSIDE THE TRAVELED ROADWAY A WITNESS POST AND SIGN SHALL BE INSTALLED NEXT TO THE MANHOLE CITY OF STANDARD CITY OF TOP SLAB CHANHASSEN MANHOLE CBANHASSEN OLE 48" DIA.SECTION REVISED: I-06 DATE: PLEA 11 NO.. 2101 REVISED: 1-06 DATE. ?ATE NOe 2107 FILE NAME 393_2101 FlLF NAME: 3931107 UNE EX IKA BAK IN EDI IUM A 27" J TWO EXTRA BAR IN BOTTOM PLAN OF COVER Z COVER DIA. �r K MANHOLE DIA. SECTION A -A COVER REG ITS MANHOLE DIAMETER COVER DIAMETER WEIGHT OF SECTION T K BOTTOM BARS TOP BARS 48 58 ii4o Los. 6 NO. 506 54 65 2000 LES, 8 NO. 506 60 72 2525 LES. 8 NO. 504 N0. 306 68 79 3105 LBS. 8 NO. Sir N0. 305 3740 LBS 8 N0. 504 N0. 7 9 4403 LES, 8 N0. 504 N0. 304 84 100 5710 LBS. 8" 9 N0. 504' N0. 304 90 106 5840 1 RS. 8 9 NO. 504 90. 304 96 11 6680 LBS. 8 N0. 504 NO. 304 102 119 7450 LBS. 6 N0. 50/ NO. 304 w U o - a O W W KzI O W 0 U m m I -NIW o O v < c a in U h w O oa E o a as r m N : '^ rc i -"VI .S'L c y o no z$ x � = a N .0 ;Zo F I-O 0,ndV O 00 wU w 'J�zz rca co zoo0. I-02Vl 8z2a W U mX Zu" _ ,noow w Vym >U O �OFQ WUQN x�Z mz IZ UmrVl 00-0 FOMF� H Zja('Jf_U Z <J w U'UU C� mHS i }herc xi7i�[T�ai xuxia CITY OF CBANSASSEN '1/I BARRIER* INNER - MANHOLE RING SEAL AS MANUFACTURED BY "STRIKE PRODUCTS' PRECAST, BLOCK. OR BRICK MANHOLE CONE CORBEL W € 0 o 0 m z W `a Q U F s o > x C i i Z om rc a 3 Kao y§6 W O > 1�X �s � Qi= V W` �s0 W � S �r �src m iw� y SOS 1�fyp3'jJEg i'�o p Inw NQi�G a: mz u,OIyNA� Y < rL'o1Zvi6 UU aZ�ZP w a<Z. �rrH3 �dai 0 Z TYPICAL HYDRANT INSTALLATION 1004 -Manhole Frame and Cover HOPE OR PRECAST CONCRETE ADJUSTING RINGS 27 MASTIC SEAL INFl-SHIELD EXTERNAL SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REWIRED BY THE ENGINEER. NOTES: 1. TRIM TOP OF SEAL TO i' ABOVE TOP OF RINGS. CASTING SHOULD NOI REST ON SEAL 2. PUCE "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. ThFIH CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AL (952) 227-1300. BLOM (TY HYDRANT LEADS I h, GROSSES Efi"ka= IDENOTES MEGALUG BENDS NOTE: 1. MEGALINS TO BE USED AT ALL MECHANICAL JOINTS 2 CONC RETE CRETE BLOCK UNDER ALL GATE VALVES AND E ONN1S 3. 1/1RUST BLOCKMG AT ALL TEES. BENDS. AND AT CERTAIN HYDRANTS. 4 ALL FlTIMGS, NUTS AND BOLTS SHALL BE SPRAYED USING A BITUMINOUS COAL TAR COAT SUPPLIED BY THE S Blockiagoainst undisturbed soils. SLEEVES CITY OF TYPICAL MEGALUG CBANBASSEN LOCATION 0/ISED: 1-06 DATE: PI TE NO.: 1009 NEEHNAH-1979-0207 1WTF 2" MIN. RISE OR APPROVES EQUAL Rings shall be set on ABS sealant or approved equal. 25"-.5" 1.5" BIT. WEAR L-- 2" BIT BASE HOPE OR PRECAST CONCRETE ADJUSTING RINGS 6" THICK CONCRETE COLLAR NOTE: 2-PIECE COVER RISER RINGS ARE NOT ALLOWED BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAH Nt-1642 OR MCI /309 AND SHALL INCLUDE SELF SEALING VARIES SEE CHART TYPE LIDS STAMPED SANITARY SEWER OR STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PICK HOLES BIT BASE OR BINDER MIN. (2-2") ADJ. RINGS AND 1.:. MAX. (3-4 ) ADJ. RINGS T:= HOPE OR (1-Y RING WITH ;_ PRECAST CONCRETE MORTAR = 0.2') - i,- ADJUSTING RINGS 6' THICK CONCRETE COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4- TO 1/2- MORTAR. 2. HOPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL CITY OF MANHOLE CITY OF I do I CITY OF MANHOLE CASTING AND C8AN8ASSEN TOP SLAB CBANBASSEN BARRIER C8AN8ASSEN ADJUSTING DETAIL :D:2-91 DATE. PLATE NJ. 2108 REVISEDI-06 DATE' MATE NO.. 2109 REVISED: 1-06 DA'E °LATE NO.: 2110 NOTE 24"z36' slab opening for Neenah 1- V Grate Shown •,al R3067-V or equal 2- R Grate Shown shall --1 --- - _ Z-ru-. e MNDOT 3149.2A _ 1/ Borrow FINAL GRADE used at all low points. . I Curbpoints.EQUALNas Face Note: 1- L Grote shown 2- R Grates shall be used at all lowJ NEENAH Ranular GRATE OR APPROVED of b Direction of Flow 0 0� a - -y-• O w.". - -•--•' x s a $ - Z arc �- ~The Lx o a MINIMUM e• OF COFACIFD SANG OPOSFD SENFR o m < > MINIMUM 8 SAND FILL 'MINIMUM AM In PLAN Neenah R3067-V casting and grata or equal. Minimum of 2 maximum of 5-2" PLC!! WNC. ADAIsiNa R1NG5 (2•) MN. 2 M11. t%4• MORTAR BETNEON _ e 0 o -I _ _ - _ u a _ € o o x, bottom of the trench shall be shaped to fit the pipe bond for of least 50% of the outside diameter I- -. -I - - _ i- - I - _ I -I - I z u °' Or $ •,p u=,� o-' o a O te' YIN. sE.PM1AnoN IrySULA101ON SAND FILL m \ RI(iD INSULATION Catchbaain coating and rate Neenah 6" Cone. collar concrete adjustment rings with full beds of mortar. �� et on rete or �6 adlien �n a. g g a (Tv,.) CASTN(G. IN IS & SIRUm m MORTAR suLL MEET NNOOT aspe.ze. r• Nq� Dia+12" Min. "Dia" I_I _ _ _ _ _ _ _I I `ae o Q200- R306 -V or equal Grate to De 2' below g 3' radius curb box. / gutter grade. m A 8' precast rehforced concrete slab. 2�A rmNFaxNc To caMssr ar y P BARB AT r O.C. BOTH WAYS Denotes outside diameter of pipe -I -I I -ITT III -III -ITT -I _ i I- Y STtROFOAu MSUUTON 5 transition each side of catchbwln. Top of barrel section under tap slab to have flat top edge sealed with i OOR $ TOCONQ g� GLISEcnox 0.5Bc Precast concrete or E 2 beads of Ramnek or equal. PPE -CAST OA]MNC AS REWRFD Natural Ground VARIES HDPE adjusting rings. Tap of Curb 0 = All Jolnfa In manhole to have Varies Varies 0' ring rubber gaskets. TRANSITION To sPECIFm ONE PIPE LENGTH DEPTH (itRCAL)' IxsrALL ZN NOTE: Minimum of 2-2' 6 1/2" maximum of 5-2a VQ� .6 4-0 Typ. Precast concrete section NOTES: vERnC0. 9END5 AS REQUIRED. MEGA LUGS PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED, concrete adjusment 24" x 38" rings allowed with 1/4' Precast 3' minimum 1') NOTES: 1. Do houses shall be routed en 5• 9 9 1. When existing soil conditions we not acceptable for backfill and/or compaction COVER OVER PIPE OF INSULATING BOARD - b 5• to 1/2 bed of mortar both the outside and inside. In the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A sole engineer will be required to determine the depth of the pipe NOTE: The Bottom of the Trench Shall be Shaped - a WIDTH . 5 5. between each and a 3• Q'Oat 6" thick concrete collar 2. No block structures are allowed. r carMc SASE slur BILE e' ]•_r N. PouRm N PLACE aR r foundation embedment material if needed. Pipe foundation material shall to Fit the Pipe Barrel for at p the Outside Diameter. Least 50% of 6' 3' en the outside. g" or Manhole steps, Neenah m steps equal, 16' o.c., Aluminum steps _ PRECAST sAe be accordance with MNDOT 3149.2H course filter aggregate. approved. Doghouses shall be ¢° CATCHBASIN (27" DIA.) WATERMAIN UNDER STORM SEWER grouted on both the cr^Tn►�' maide and outside. SECTION �6.= _ _ Qo %.' -c� a Minimum slob thickness, 6" for 14' DESIGN SPECIAL 2 depth. Increase thickness l' for NOTES: each 4' of depth greater than 14'. 1. Steps shall be provided In all catch basin/manholes and storm sewer manholes. and reinforce with 6'x6" 10/10 mesh. 2. Casting to be totally encased In concrete curb section. Grout bottom of manhole to 1/2 3. No block structures ore allowed. 4. No wood shims are pamnitted in the adjusting rings. ��/V�1�/�AEL SEC ION diameter at pipe and slope grout 2" toward Invert CITY OF PIPE BEDDING CITY OF PIPEBEDDING SATING CITY OF STARER MAIN EWER CITY OF INSULATION Crnr OF CBANBASSEN CATCH BASIN CITY OF CUNBASSEN CATCH BASIN MANHOLE CITY OF CBANBASSEN CATCH BASIN 27" DIA CBANHASSEN IN POOR SOILS CBANBASSEN CBANBASSEN CSANBASSEN DETAIL 2rX3rRECTANGULAR RCP & DIP CROSSING COTE. PV.TE N:.- 2201 RINISED: DATE °LATE NO.: 2202 RENSE0:1-98 DATE . PLATE NOe 2204 REVISED:2-W pATE'. PLATE NO.: 2205 REV1SEo 1-OB DATE PLATE NO. 3101 REVISED: 1-Ofi DATE: PLATE NO.: 3102 REw5E0:1-Ofi DATE: PLATE N0: 3103 J J FlLESNPME 39]�201 393�202 FILE NAME: 393_2204 FILE NAME 3931205 FILE NAME 393 3101 FILL NAME: }93_3102 FILE NAME: 393_T03 PICNEERengineering - CIVIL ENGINEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Drive Coon Rapids Office 201 85th Avenue N.W. Mendota Heights, MN 55120 P Coon Rapids, MN 55433 (651)681-1914 Fm:681-9488 (763) 783-1880 F=783-1883 B 24'x36' slab opening for Neenah ^ 4 See City Plate No. 3107 for rlprop placement. 3067-V or equal WYIo t� 4SURFACEUMIOUS 1/2"r B' DNtano to variable lri Top Bituminous Material 4 sum tl Celt a GuHw W be bmtlaxed it .eels tipe a eawbbeh. �RIPRAP as OoDW t/Yr NOTE: '� 3 4' er R 1- L Grate shown Newell Rn 3m vT or ewd ~� ,. 2- R Grates shall be used at all low rM L Gras Ali EDGES. ALL BITUMINOUS n 11•IDOT B•18 Z points. 6 Anchor Clip EDGES. (TiP.) _ Concrete Curb one Gutter O 8' 19' DI Neenah R3067-V casting and A `+" \ o grate or equal. �� 2" MNDOT 2350 TYPE LV4 WEAR (B) f5 inimum of 2 maximum of 5 bel dee to be d the II 2• `N TACK COAT CrIabbel P.C. 3' Radfue betwessia beds of ortatment rings with full A 6� R�..,d, R3osT�tri,y� y v..d at at ry 23t' MNDOT 2350 TYPE LV3 NON -WEAR B t/at I"�"I beds of mortar. le. I>elnt+ ( ) Tr Top Bituminous Material 6" Cane. collar Precast concrete or � 4 e 12" MIN. CLASS 5, 100% CRUSHED AGGREGATE BASE. t. ••__ drw t/2'r JyJ CATCH BASIN IN RADIUS HOPE adjusting rings. -As, Tie last 3 pipe joints. �- �\ ��$$QQMM�E77��IQ` RIPRAP REIXIIREMENTS � Use 2 tie bolt fasteners - 3-ti - � s -'• Concate Curb and Gutter q- 1O - A. 6' precast reinforced concrete slab. V0.9be rO RONo .x PIPE DIA. RIPRAP REQUIRED par pint. Install at PATCHING NOTES: ��%" r * "�' NOTE B618 CURB ti Vari s 60" from top or bottom & GUTTER a: 10' 12' TO 24' 8 to 12 CY CL3 � NOTTE Far Use Only with Private Driveways, SURMOUNTABLE 12"-1 Tap of barrel section below top slab s•. Fad, aasy 27" TO 33' 14 to 20 CY CL3 GRANULAR FILTER REWIRED 6 of pipe. 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA r Parking Lots, or Medians. TRANSITION CURB & GUTTER to have flat top edge sealed with 36' TO 48" 23 to 38 CY CL3 UNDER RIP RAP AND 2 AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 2 beads of Rommel or equal. 54' AND UP 62 CY and up CL4 LAYERS OF 50OX MIRAFl Varies All joints in manhole to have (One cubic yard is approximately 2,800 Iba.) FABRIC OR EQUAL Provide 3 anchor clips to fasten 4.5" BITUMINOUS PATCH. A A 0' ring rubber gaskets. Trash Guard to Flared End Section. 2. MECHANICAL COMPACTION OF GRAVEL BASE �.R Precast concrete section h Hot dip galvanize after fabrication. REQUIRED PRIOR TO PAVING. 12'R 16' e!R Tap Bituminous Material ? 5. Manhole steps. Neenah R1981J or 6 .9. 2' RIPRAP Anchor both aides. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN r -�TYPICAL RESIDENTIAL RADIUS - 20' equal. 16' o.a., Aluminum steps `;-L LIEU OF BASE COURSE MATERIAL - r=<- - - nu }: SURMOUNTABLE TYPICAL COLLECTOR RADIUS - 30' N, approved. c 5' Min. Transition 5' Min. Transition N o Concrete Curb and Gutter ISOMEIWC 4 COMPACTOR ON EDGES OF BASE - A GUARD smNc � Doghouaes shall be grouted on bath all Tap of 5 the outside and Inside. w Curb Y w O1 NOTE: GGranular ent xtle Filter Fi� (MNDOT e III36 ) P' a 42' 3[4'6 4' 9 5 COLA E PATCH. O FULLY COOL BEFORE 10' o Bolts n t/z_28. 1D 1/z'1 y 28 2 42Sl� 1 6. 3(4' - ALLOWBASE COURSET I�---{ I2' 4- Qp No block structures are allowed. __ '-:.... ..:.-<.......:..:. .. .. .. - --- SECTION A -A m 4e'-72" 1 1/4'0 12' 1 PLACING WEAR COURSE. 6. 1 Minimum slab thickneas, 6' for 14' Design gutter line grade - 2 - l4--80- LONG 1 '� 6. ROLL PATCH FROM EDGES TO TER. REMOVE CENTER. _ MOTIFS: OR ADD MATERIAL DURING ROLLINGCEN SO PATCH IS a' Ell 1 1/e'r A depth. Increase thickness 1" for Rebers Each Way •'+ 1. All Reinforced Concrete Aprons shall be furnished and installed with Trash Guards. TRUE AND LEVEL WITH SURROUNDING SURFACES. 1 each 4' of depth rester than 14', Frame & Casting p I MNDOT 8618 CONC. C & G i,i �8' ep g _ _ 2. All new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe CONTRACTOR TO STRINGLINE ALL PATCHES PRIOR Bituminous BIbIMN10Ut Gilfb and reinforce with 6'xe' 10/10 mesh. SECTION A -A _ lengths back from apron. TO APPROVAL m Surface SURMOUNTABLE C & G A - - ""`'""" Granular Filter (MNDOT 3601.2B) 3. All new Reinforced Concrete Aprons an existing pipe shall be tied to the flint •e Shos FOfTTIBd - - No Scale Geotextlle Fllter Type III pipe adjacent to the apron. 7. MNDOT 2350-ORDINARY COMPACTION METHOD REQUIRED. iN� SECTION A -A a� Na eraln holes CITY OF CATCH ANHOLE IN CITY OF CURB CHANHASSEN CONSTRUCTION CITY OF RIPRAP CITY of FLARED SECTION AND CITY OF PATCHENG CITY OF TYPICAL CURB CITY OF TYPICAL CURB CHANHASSEN WITH SUMP AT CATCH aAIN CHANHASSEN DETAIL CHANHASSEN TRASH GUARD CHANHASSEN CHANHASSEN AND GUTTER CHANHASSEN RADIUS RINSED: 1-06 DATE3104 REVISED: 1-06 DAIS RATE Ill 3106 REVISED: 1-98 DnTE PATE NO.: 3107 REVISED: 2-97 DATE: PV.TE NO.. 3108 REMISED: 1-06 DATE PIATE N0: 5202 REVSED: 2-97 DATE. PLATE NO.: 5203 REVISED: 1-00 DnTE. PLATE NO.: 5204 FILE NAME 393_3104 FILE NONE: 393 3106 f� RUE NAME: 393_3107 FILE N4ME: }9} I08 FILE NNAE393_5202A f•A FILE NAME 393_5203 FILE N4ME: 393_520a 6" x 24' or 30" or 36' Traffic Sign CHANHASSEN FIRE DEPARTMENT POLICY Wk.FLARE TD MATCH '�-^� 6 B'`g ZC; it �Double Aluminum Street as Required ^ FOR FIRE SIGNAGE PL MOTH 1F vex AI I I r°Me p Sign - Both D acttana /5• 25L8. 7' upper NOTES: VARIABLE •� o+ 7 17 Sig Post Steil NO 1. Signs to be a minimum of DOME SECTION 2 3/8" O.D. PARKING eel x 18'. (2) 5Bolt z 1' FIRE 2. Red on white is n e is grade ooa00000 Gips 12 eel Steal 51 Tin Past colt f 3. re ec equal engineer's grade 000000000 Pipe 12 Guage 1, TerD LANE 1• o0000000 + perproof reflective sheeting on 0 / e C, ; ,\1 '•+�� fi j with Washers Ic 4. Wording shall be:aluminum is ffered. HYDRANT �•�wL at I �Imin' j �� o000000 j „ 2• Mth' NO VALVE BOX 6• 8" A --I 0 VARIES 5'-6' PLAN VIEW OF DIGONAL RAMP Wales I PARKING SEE PLANS DOME SPACING s FIRE FOP PER Fr.Anchor Plots Curb LANE Where the flow of water is is /ass a ems+ sheeting, place sod strips IAOPE TO ROADWAY 1- 3L8. 7' Anchor 5. Signs shall be posted at 11 5'-4" 4' 0" a perpendicular to the direction of water flow. ) Post - Pneumatically each and of the fire lane CURB i g' Driven .,,t lraf<r_' intervals at least at the fire one. as vernal a w SHINGLING SOD y I��I g+OI Gq;,�., 6. All signs shall be duoble a aCf m� sided facing the direction i SECTION A -A F.0'� c�0� Bolt Post Wlth Sign post 7. Post of rs all be set back a C NCRETE SEE NOTES 1 & 3 3\� �til to Post In Concrete 1. minimum of 24' but not more 4" Class 5 Base ose n.UTTaIOFE aF HARED SIDE OF P Expansion Joint Material than 36" from the back of curb. Da61xc CalIDrtlae 0c Ix IT gRMT. MAY 5' 4' us<a+o n.AIT- am Fr.7sr.sDFE) as - 4 Sides Full Depth 8. A fire lane shall be 3' 2.5' 6' S' Min - 7 8 required in front o re 2' 6' 3' 4' 0"min. 6' 3' 8' 7' 2El F' Mtn. department connections e and along o oa each side reas 9' B' 0 (•:� designated by the Fire Chief. ELEVATION OF RAMP to' 9• Typical Sin Installation O 1/2 rICH iK2EFQtMED JOINT FILLER H FR T O PEDESTRIAN R 2t3. I �n g Anchor Plats Detail CHANHASSEN FIRE DEPARTMENT ® Will A MEDIAN R NOT AIDE ENOUGH FOR 1Y10 fKDESTRIAN RAMPS P1N0 A 4B' LANDING BETWEEN :-;Inc-ofc Medr ,,, -Curb IF FIRE PREVENTION THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THR000H THE MEDIAN AT STREET LEVEL Where the flow of water i9 NOTES: POLICY O6-1991 a) a' TO Jr IS THE REOURED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF concentrated, place sod alNOTES CURB. 1. For Boulevard Location of Street Signs and for Traffic Signs, Contact Chanhassen JANUARY 15, 1991 1. TYPICAL 6' THICK CONCRETE SIDEWALK. m ADA REWIRED TRUNCATED DOME AREA SHALL BE C MIN. IN DIRECTION OF TRAVEL AND SHALL parallel to the direction of Street Superintendent (952-227-1..03). 2. USE 7 1/2' THICK F9R COMMERICAL DRIVEWAY CROSSING, EXTEND THE FULL WIDTH (4' o' 7,P OF THE CURB R . THIS 2' 0" BY 4' 0' MOTH (TYPJ OVERLAPPING SOD water flow. 2. For Material Specifications See Section 4.11 of Standard Street Space. 3. JOINT SPACING AT 5 INTERVALS. EXPANSION JOINT SPACING AT 100' TRUNCATED DOME AREA SHALL CON WSUALLr NTH THE ADJACENT WAUONG SURFACE THE 3. Traffic Signs with 9 Sq. Ft. or More of Surfl Arco and 36" or Larger In Size. ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, INTERVALS AND VWiEH ABUTTING EXISTING CONCRETE OR STRUCTURE. �EWALIS TRUNCATED ARKCOCOLOR. THE AREA HENTIRE TRUNCanA71 anDOSE (GRAY) SHALL A DADJARK COLOR NOS Must be Mounted with Two Separate Poets. WITH A SITE PLAN, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION Although pegging on sod Is not specifically required It is understood that the p (GRAY) WHEN THE ADJACENT SIDEWALK IS A "MI OR LIGHT CRAY CEMENT Cads. contractor will be responsible for the successful establishment of the sod Including 4. For Private Streets, Signs Shall be the Some as Above, Except Lettering to be OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY ® SURFACE APPUED TRUNCATED DOMES OR STAMPD• CONCRETE WILLNOTBE ALLOWED. repair or replacement of sod which becomes displaced or damaged due to lack of White on Blue Background. PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. ® TRUNCATED DOME AREA SHALL MEET THE CURRENT M T STANDARDS FOR DETECTABLE WARNING protection or proper care. SYSTEMS. CITY OF CONCRETE CITY of PEDESTRIAN CITY OF SOD CITY OF STREET AND CITY OF FIRE LANE CHANHASSEN SIDEWALK CHANHASSEN CURB RAMP CHANHASSEN PLACEMENT CHANHASSEN TRAFFIC SIGN INSTALLA11ON CHANHASSEN SIGNAGE REVISED: 1-06 DnTE PLATE r+O. REVISED: 1_05 DATE: PLATE NO.: 5215 RENSED.2-99 DATE: PLATE No 5303 REVISED: 1-06 DnTE- - RATE N0- 5217 REVISE0:2-97 DATE P!AT< NC- 5218 FILE NAME: 393_5214 LE 5214 FlE N ME: 393 5215 FINAME: 393 IW3 FILE NMHE39317 FILE NAME393 5218 diameter rock fliter SEDIMENTI" • BY WIMCO,LLC.SHAKOPEE, ESS BROS.,LERETO, MINI. OR SIMILAR >•r v L . • t • Finished Grade II-11-.. 11-II / ! •�! - One piece PVC SDI - 24 (Size as par pion) R ZA L - 1"-2"WASHED ROCK 1 �lJLy��•!i - ..�• Turn NOTE: " • •`i-r�Ci'ri ILL / 1•'I •-`'I I. - - Silt fence per MNDOT •� �� e' �• •.specifications, source 200,- - machine sliced wovw - . - RO - monofilament. 36" wide A -�01�2�1�2�Z�'� .fastened •eel •• -•"O • to steel T-Posts ith 3(501b) tensile strength •• •,• '• :I- zip ties per 4!mIwmUm -1 - r 18" MINIMUM CUT OFF • Ridgid v• • • '•plastic S11 RUNy e$ u' FILTER FABRIC_ ei�v 1. Hub with threaded 2. Solvant weld all clean out low• - 'A�• Da/ 24 - final grade. Metal top metal plug to be st at- FILTERE• WATER ach rain event arid raiploce Clean filter media after- if filter is clogged •FILTER raE sa- -•r plug to be made of such 3. Clean out shall be spaced material to allow locates • STOP MUD MIGRATION THROUGH SECTION AA I via metal detector. at 300 ft nte�als. i \ r, •1 Remove debris/sediment from ree9ptoele after each rain event - y -ROCK ,1) STRUC11ONCON CITY OF ;�SEDIMENT CHANHASSEN TRAP ® ® � BR�1.tnFa%41a1R?1.Y1.� PIWNEERengineering I Aggregate Base a MnD07 select granular barrow v P Course Fllter Aggregate z X 12" de 3149.2H g %bll� 12" deepn Clay Sub -grade 4' perforated pipe Notch clay sub -grade J geatextlle wrap (3733, Type 1) for pipe placement TREINI DETAIL Perforated PVC, or Dual Wall smooth interior corrugated PE pipe. / GfOYt 6' Carla. caller PIPE DETAIL i end PIP NOTES: 1. Cleanouts required at ending points & at 300-ft intervals. 2. Swing ties to be shown on as-builts for all ending points to all draintile. 3. Openings in structure for draintile to be fabricated or care drilled. 4. This detail to be used when 2' or more of existing soil sub cut is necessary. CITY OF 4" SUB -SURFACE CHANHASSEN DRAINTILE REVlsaol-06 DATE'. PLATE NO.: 5232 P - 8' PROJECT NAME PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER- NAME PHONE NUMBER CONTACT- NAME PHONE NUMBER 6' PERMITTED CONSTRUCTION HOURS- MON.-FRI. 7AM-6PM SATURDAY 9AM-5PM ABSOLUTELY!II NO CONSTRUCTION ACTIVITY MAINTENANCE OR DELI IDS ALLOWED ON SITE OUTSIDE OF THESE HOURS. CITY OF CHANHASSEN ENCINEEnMG DEPARIMENr 952-227-1160 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. CITY OF DEVELOPMENT CHANHASSEN INFO SIGN REVISED: 1-05 DATE: PLATE NO. 5313 FILE NAME 3335313 NMCOLLC E-E31. rrlm r'c� ran also �' !er' Ol /20/04 SPF IFlOA-TIONS AND STANDARDS - AISC MANUAL OF STEEL CONSTRUCTION, TIN EDITION. _ AWS crw ICT11 A. TIAH - CODE - = , DIA-94. - 29 CFR 1926 - OSHA SAFETY AND HEALTH STANDARDS DESIGN LOADS ALLOWABLE AXLE Wl LOAD 2DODO LHS. SAFETY FACTOR 2 . 1 WATER FLOW RATE (THROUGH POLYESTER SLEEVE) 0.476 cfe O 3' head WATER FLOW RATE (w/ NO SLEEVE) 1.113 ch O 6' head 1.575 cfe O 12" head MAXIMUM OvERFLOW RATE 1.074 as, O 15• h•od e xYE4int S1ZN ExTEn AssoeLr YN•xxE CONER ASSI MILY p�,,I LAM ROAD DRAN Hill a us ryv, e RD-T3 asas ova be • -'�' RIM PROTECTION a•s• ••� TOP SUB MODEL CA SPECIFICATIONS AND STANDARDS DESIGN LOADS ALLOWABLE AXLE WEIGHT LONIM) MTER FLOW RATE (THIRDUCH TYPE FEE FILTER) 0.707 of. 0 3' head MAXIMUM OVERFLOW RATE 5.94 1 0 15* head r CIVILENOINEERS LANDPLANNPRS LANDSURVEYORS LANDSCAPEARCHITECTS 2422 Enterprise Drive Coon Ra ids Office 201 Avenue N.W. Ra Mendota Heights, MN 55120 p Coon Rapids, MN 55433 (651)681-1914 Fax:681-9488 (763) 783-1880 Fax:783-1883 Northeast comer of Section 24, Township 116, Range 23. East line of Northeast Quarter of fhe Nnrfhanst Ounrf,+r of Serflnn PRELIMINARY PLAT of LAKESIDE CHANHASSENj MINNESOTA ^ r" A '� a A T I I t I7. n A n n I T I n A I L n �\ n I r1 %/ 11 L/ n U U I I I V I r Bearpath LTD Partnership west line Of the East 541.a/ ?set OT I t the Northeast Quarter of Section 24,--j� `3 I- 1 $ r V ; P A I ti V Township 116, Range 23.;` 1 o \ �� \ ito` �m 3 % 1 to ^� macro fe z 7 c p! North Bay Homeowners $ \ 9 1 Association- r North Bay Homeowners Association Aln rl l\^� A v n /YnnITInA I IVV 1Irl (7n\/'tVUi1iVlY I AIn "7TlI aAV 7AI, AnnITInA1 I V V�1 1 rl Vn I LI vV nUU1 I IVI v 1 J 1 / gnn°qn'nn"F East of Government Lot 1 of Section 24, Township 116,-, oy� \ �y°m \ 'S A �4 mma p¢ '3 7 A fna Tl I ^ A V 7A In A nn ITInA I I rVI1 I r1 Lin I LI ry nUU1 I IVIV North Boy Homeowners Association LEGAL DESCRIPTION Cm OF CHANHASSEN RECEIVED JUN 0 8 2006 x East Quarter corner of LOCA 77ON MAP (NOT TO SCALE) LAKE RILEY- ROAD E. -' I I � SECTION 24, TWP. 116, RGE. 23 SITE DATA S00038'39"E TOTAL BOUNDARY AREA t26.29 AC. TOTAL R.O.W. AREA t1.74 AC. (LYMAN BLVD & LAKE RILEY ROAD E.) TOTAL OUTLOT AREA t4.73 AC. OUTLOT A f3.22 AC. OUTLOT B f1.51 AC. TOTAL WETLAND AREA t0.76 AC. TOTAL LOT AREA ±19.82 AC. TOTAL NUMBER OF LOTS 29 TWIN HOMES LOTS 15 THREE UNIT ROW LOTS 6 FOUR UNIT ROW LOTS 4 CONDOMINIUM LOTS 3 COMMUNITY BUILDING LOT 1 TOTAL NUMBER OF UNITS 234 MULTI -FAMILY UNITS 64 CONDOMINIUM UNITS 169 COMMUNITY BUILDING UNIT 1 EXISTING ZONING R-12 PROPOSED ZONING PUD UTILITIES AVAILABLE IMPERVIOUS SURFACE DATA TOTAL DRIVES & SIDEWALKS t4.09 AC. TOTAL TWIN UNITS t2.58 AC. x�� e\� ; TOTAL ROW UNITS t1.84 AC. TOTAL CONDOMINIUM BUILDINGS t2.37 AC. TOTAL POOL BUILDING AREA t0.15 AC. TOTAL IMPERVIOUS SURFACE ±11.03 AC. p c� m I PERCENTAGE OF IMPERVIOUS SURFACE t42.0% 117.17 ±135 IMPERVIOUS SURFACE WITHIN 1000 FEET OF OHW N00020'00"W North Bay Homeowners TOTAL AREA WITHIN 1000 FEET OF OHW-t17.98 AC. Association I TOTAL DRIVES & SIDEWALKS f3.07 AC. TOTAL TWIN UNITS t1.70 AC. TOTAL ROW UNITS t1.21 AC. TOTAL CONDOMINIUM BUILDINGS t1.58 AC. TOTAL POOL BUILDING AREA t0.15 AC. TOTAL IMPERVIOUS SURFACE t7.71 AC. WITHIN 1000 FEET OF OHW PERCENTAGE OF IMPERVIOUS SURFACE f39.4% WITHIN 1000 FEET OF OHW All that part of the Northeast Quarter of the Northeast Quarter, and Government Lot 1, of Section 24, Township 116, Range 23, which lies East of a line drawn 641.67 feet West of, SHEET INDEX measured at a right angle to and parallel with the east line of said Northeast Quarter of the Northeast Ouarter, and which lies South of the following described line: 1. COVER SHEET BEARINGS SHOWN ARE ASSUMED Commencing at the Northeast corner of said Northeast Quarter of the Northeast Quarter; 2. EXISTING CONDITIONS _ _ _ _ _ , thence South 00 degrees 20 minutes 00 seconds East, assumed bearing along the East 3. PRELIMINARY PLAT All visible improvements have been shown For the GRAPHIC SCALE line of said Northeast Quarter of the Northeast Quarter, 386.54 feet to the point of location of any additional underground utilities and 1 beginning of the line to be described; thence South 77 degrees 17 minutes 36 seconds 4. PRELIMINARY PLAT before excavation, call GOPHER STATE 1 CALL at 651-454-0002. 80 0 40 80 West, 656.93 feet to said west line of East 641.67 feet thereof, and said line there L__,__,__,__,__,__,__,__,__,__,__,_J terminating. rrie.r.irr.irrlrri01 5. PRELIMINARY SITE & UTILITY PLAN - CONTACT 6. PRELIMINARY SITE & UTILITY PLAN IN FEET) AND 1 John Vogelbacher 1 - 7. PRELIMINARY GRADING & EROSION CONTROL PLAN i inch = 80 feet Outlot B, NORTH BAY, according to the recorded plat thereof, Carver County, 1 - Sienna Corporation 1 1 8. PRELIMINARY GRADING & EROSION CONTROL PLAN Minnesota. 1 (952) 835-2808 - 9. DETAILS PIONEER engineering r r r r r r r r r L1-7 PRELIMINARY LANDSCAPE PLAN TR1-3 TREE PRESERVATION PLAN C•\ 1. Rev. lav°ut end Name clleoae. CIVILENOWEERS LANDPLANNERS LANDSURVEYORS LANDSCAPE ARCHITECTS 2422 Enterprise Ihive 201 85th Avenue N.W. Mendota Heights, MN 55120 Coon Rapids Office Coon Rapids, MN 55433 (651)681-1914 Fax:681-9488 (763)783-1880 Fax:783-1883 I 1}v%f//� �` �-908--��./✓�'��' /'- -904- �— ^---9 2 J 910�_ g0 q / O i r-. T'I 9 9 / 8 •916 1 >East of Govemmmt- ✓ / \� _Northeast corner of Sec. I o -912- i / -� \ g\ \ may' ( ^ry / % Q East line of Northeast Quarter. _ 1 �1 l / ry _ 24, Two. 116, Rng. 23- of the Northeast Quarter of �� `��\ l - ___l a� --_`— --- r-- -Lot 1 of Sec. 24, -� "� -f---TWp. 116, Rng. 23 _ J - Sec. 24, Twp. 116, Rng. 23.// v -) A (�n11/1A 1 / ,��-----)"--7- �� -'o,^ •'� `_ �- \\ QMN Bearpoth L1D P p �� i�\ rnIJ 1 1VI I \ ( / SOO 20'00"E ) 12 \ 38s.54 / S0D°20'00eE -- -/� \ - \ 2188. 1 ! oo /$9� I moue ■ �i ( _�\ \� ` \ \ \ g00 \. \ 1 /, qqy�� / �PIEVAll p v 13.8 i3D 13.3.'- 2970 -, f _ r = \ 01 n Existing Building �' m0 9 /��/ l � 1 .3• 01 N r l / � A I vC j �r \� I ib \ +' , a i" ----902.- C, ) \\ t r n South line of Northeast Quarter ' to } \ I \ -o \ i r � of the Northeast Quarter of -, x Sec. 2`4, Twp. 116, Rng, 23. L' I LLJ 1/ C / %/ 7 -902� - / / -892- �\ \\\ \tia JR� /�/ /. / -t� Tv/^ �- r� 3.6 �i3.o -_ _�-900= ggg`�i- Y'- �� -� \\ \�� %0°��/��/ /,��//�// 1♦ I m o - �?' _�\ n m ^ 10.3. 13. _ �, \ \ f' \ \ m rn Existing Building M �9 —__.— �1 �L A V -_�� l l \ 133 0:3.3 u `}r j r - _ .- - r 1 '�\ t9 \ 1 ri 162.7 " \ C I j 88b --.- r0'Mary i U�; - l °R _ - - _ -_ �� --eat- -�,\ 4 �2� r` `� ;,, \ \ \ s LJ x _ �� / / Y� 0 /i PM -1 - - / I i- �a / /i L7N_ 1 -tt / - _ ` Iy06 �' \ f �. \ �.-•\- _ -7 l 3.,05�. , I_-_-I000 / ! / \ / / / 8h /�.,' �� I \ \\908 ( l 1 •.34.a� /fig 9 % �� / ///� �O 'y �. I + �� / � �� \ \ N n -ij- �- -.�-- - +- i 1� �� j / '-"'. \\ \ -V' A �, 1 7' CV W _ t\ S/'- �s ` ;vv`C\ 6 I -t- /�� /�/ y^LC0 1 �I ueasement sewer eaent \\\ I I i st line of the'East 641,67 I ` I I >-per Book 147 of Deeds, .l-�\ l \ I I �o 716feet of Go+emment Lot 1 of 23 -� , qr^ _ I t1 Page 227-233 ` - - - - J - I - - - - - - I - - - Sec_ 24, Twp. , Rng. - - - - - - - - - - tO 30 ft. easement per Doc. No. 67379 in favor I I T ) C I-1...\� - a n 90 L r9- of Minnesota Volley Electric Cooperative J,20 ( e" - ----- - - i OQ°20'00"E t 1/lL-)Tl lc- f�� _ ` v �WNQ2: o<�.))�f A \/_` r � �� YVI\ I E\' �_11' -.�—' /�.3%l.ss' .- n L��i�L RILEY�lli..��i RD. �.-^",� �� -� or West fine of the East 641.67 i - L 's �/ North.85 Homeown(rs Asso lel�- ['4/-1 1 ` A feet of the Northeast Quarter -A 1/ r1 1s_ A �/ J �i / �" 1 YUl/ n ^Vv�_ n ��0� A o� h� of the Northeast Quarter. / r b�'o a r$� o rS o 0 0 ` c o o rr \ / 1 �j\V \ 1 f7 /- /�$ `3 �3 $ (\\ar t\o /,j�r(�L A / J / `� W \ n � � a p\��`g\ $��}\\\ r .% \ O\ �j0 7 O Q� o O �D` vV`J`�7 1� ` b € / ai * 4ly\ 2io i;\ \ n -0 \[� 0£ ,r'!IU//,(��A.,'r, ni I 1 /t V\ •\ 2 S a Q. 4 'ii 43 u ,° %�Y¢o / s` / \\\ R;� \', \aR \a /'; �\, f�J / '� . 2 , IdaIt �o , x 0 'nQ u� `b a '43'a "b. ) J c` � \y a / ' /0 a z OWNER: North Bay Homeowners Assoclation I / '•�V \ O \\'S \✓ V `' `� I / 17.16 r �/ OWNER: North Day Homeowners Association ' N00°20'OO�� / /W J North Bay I Homeowners NOTES 1. Legal description and easements shown are taken from Title Commitment File No. 25719 First Supplemental, dated August 21, 2005 at 7:00 am, prepared by Commercial Partners Title, LLC. 2. Topographic information furnished by ALTA/ACSM survey prepared by MFRA, dated �{ November 28, 2005. 3. Wetlands delineated by others. BEARINGS SHOWN ARE ASSUMED 4. Exceptions per Schedule B: Item 13: Ingress/Egress Easement over, under, and across the West 65.00 feet of Outlot B, GRAPHIC SCAM NORTH BAY. This easement when the City of Chanhassen constructs a parking lot for public 80 0 40 8o 160 use over Outlot C, NORTH BAY, per Doc. No. 199506, as shown on survey. - JIM OR Item 14: Temporary Access do Utility Easement over land to the north of subject property for maintaining wells, lines, pipe, etc... to provide water to apartments located on subject ( IN FEET) property. This easement terminates when the apartments hook up to city water or 1 inch = 80 ft. 10/01/98, per Doc. No. 210990. Item 15: 80 ft. Roadway/Utility Easement to City of Chanhassen per Doc. No. 238997, as shown on survey. ___ __ __ __ _ __ __ - the - An visible hnpnovements have been shown. For Item 16: Utility easement in favor of Minnesota Valley Electric Cooperative created in Book j location of any additional underground utilities and 43 of Deeds, Pages 398-399, and modified by Doc. No. 67379. The South 30.00 feet of before excavation, can GOPFIER STATE 1 CALL at 651-454-0002. LItem the description is ambiguous and not surveyable. Easement partially shown on survey. 17: Utility easement per Book 147 of Deeds, Pages 227-233, as shown on survey. PIONEER engineering Item 21: Quit Claim Deed for Restricting Right of Access based on MNDOT R/W PLAT NO. 10-17, per Doc. No. 413530, as shown on survey. OWLENOINEERS LANDPLANNRRS LANDSURVEYORS LAND3CAPEARCNI'1'P=S I hereby certify that this plan was prepared by 4 R ions Date 05/1, 2422 Enterprise Drive 201 85th Avenue N.W. Mendota Heights, MN 55120 Coon Rapids Office Coon Rapids, MN 55433 me or under my direct supervision and that I Name e am a duly licensed Lend Surveyor Terrence E. Rothenbacher 1 06 Designed TER (651)681.1914 Fax:681-9488 (763) 783-1880 Fax:783-1883 under the laws of the State of Minmota. Reg. No. 20595 Date 05/19/06 Drawn DIR LEGAL DESCRIPTION All that part of the Northeast Quarter of the Northeast Quarter and that part of Government Lot 1, of Section 24, Township 116, Range 23, Carver County, Minnesota, which lies East of a line drawn 641.67 feet West of, measured at a right angle to and parallel with the east line of said Northeast Quarter of the Northeast Quarter, and which lies South of the following described line: Commencing at the northeast corner of said Northeast Quarter of the Northeast Quarter; thence South 00 degrees 20 minutes 00 seconds East, assumed bearing along the East line of said Northeast Quarter of the Northeast Quarter, 386.54 feet to the point of beginning of the line to be described; thence South 77 degrees 17 minutes 36 seconds West, 656.93 feet to said West line of East 641.67 feet thereof, and said line there terminating. AND Outlot B, NORTH BAY, according to the recorded plat thereof, Carver County, Minnesota. EXISTING CONDITIONS SIENNA CORPORATION 4940 VIKING BLVD. - SUrM 608 EDINA. MINNESOTA 55435 East quarter comer of Sec. 24, Twp. 116, Rng. 23.--\ -T`- ZfO ` 71 5.00- - I 11121114W11J, Q Denotes Carver County Monument • Denotes found iron pipe O Denotes 1/2 inch by 14 inch iron monument set and marked with license number 20595 � Denotes existing power pole ® Denotes existing catch basin Denotes existing hydrant Denotes existing soil boring Cl Denotes existing basketball hoop ® Denotes existing storm sewer manhole f Denotes existing sign O Denotes existing sanitary sewer manhole -----»- Denotes existing storm sewer line -----I- Denotes existing watermain line ---->- Denotes existing sanitary sewer line -a -a -a- Denotes existing wood fence ryyy1. Denotes existing treeline -«- Denotes existing overhead lines --- , --- Denotes existing fence ----� Denotes existing delineated wetland -= Denotes existing contours Denotes Restricted Right of Access SITE AREA TOTAL SITE AREA = ±26.29 Acres TOTAL DELINEATED WETLAND AREA = t0.72 Acres Top Nut Hydrant (TNH) on north side of Lyman Bouldevard lying ±75 feet southeasterly of the intersection of Lake Riley Road and Lyman Boulevard. Elevation = 886.79 Top Nut Hydrant (TNH) on north side of Lyman Boulevard lying ±490 feet southeasterly of the intersection of Lake Riley Road and Lyman Boulevard. Elevation = 896.07 LAKESIDE CHANHASSEN, MINNESOTA 2 OF 9 10118 0�10 A n n I r 1 n AI n V U 1 1 I V I East of Government Lot i of --,East Quarter comer of Section 24, Township 1161 Section 24, Township 116-.\ S00°38�39"E S00°20 00"E Range 23. p , j Range 23. — t268.8 2188.01 '\ 100 95 107 124 489 47 47 30 175.00 i 010 DRAINAGE & UTILITY EASEMENT ~ / 0 -----— — — — — — — — — --1 r — — — — — — - N 5' iq.ft. 13,005 sq.ft. 4 3 - 13,3661 sq.ft. I 21 - r - 7 r---i ---, 16,721 sq.ft. I I I r 106,965 sq.ft. 3 -- -- 70 _ _ I I i ^, 27 68 30 5 , / 95 94 R-1180 J / I i / j R 1 295 ` I / /;7 / 94 Rc520 — — — 97 10r � -- -- — — —— 1: 1! 86 I R@ >S��\ J \ / 09^/ / L/�`� All visible improvements have been shown For the ------------ __ / J / h h location of my additional underground utilities and I — — /r ` Raw // ' before excavation,can GOPIM STATE 1 CALL at 651=454-0002. 3---- / 13,889 sq.ft. � sq.ft. 03 N J / F_ 7 ;2 , �� // / / DRAINAGE AND UTILITY w ` — -- -`�5 °9 `� / ;' / EAHIVIENTS ARE SHOWN THUS: / 88 94 eV �1N '� 0 R Qg111K /`ice v /^ ' i 103 1 i 160 / ✓ \ / / 77,928 sq.ft. / �I _ �tia `P %l��i IA . -- - 116 / tj to^ o'` / < being 10 feet in width, adjoining streets z 39 / �Q ,� q v and private drives unless otherwise shown 1 % / 4 g 2 / / � 12 1 � f � ✓'' mil o' � R �0 �— � � ^j°j �\v on Cnis plat. 22,938 s .ft. <, LEGEND L — — — I 1 \ / / / Q Denotes Carver County Monument 35 1ps I I I c \ / , I I� to c 1 / / % / ��. 10v Denotes iron monument found r 67,238 sq.ft. DRAINAGE & UTILITY EASEMENT �N I 18 LEGAL DESCRIPTION \\ L _ _ All that part of the Northeast Quarter of the Northeast Quarter, and Government I 18 r I \ 9 83 ^ti�yy I / Lot 1, of Section 24, Township 116, Range 23, which lies East of a line drawn _ I R>145 �� ,i f / 641.67 feet West of, measured at a right angle to and parallel with the east line �231501 sq ft. I /, r ' of said Northeast Quarter of the Northeast Quarter, and which lies South of the following described line: / ' ` 0h v Commencing at the Northeast corner of said Northeast Quarter of the Northeast I v R=1os ,\ / Quarter; thence South 00 degrees 20 minutes 00 seconds East, assumed bearing 71 05 along the East line of said Northeast Quarter of the Northeast Quarter, 386.54 R --- o120�' '_eo �09�' 354 feet to the point of beginning of the line to be described; thence South 77 LAKE RILEY ROAD EAST. west Tine of the East 841.67 f t of ,fib ^ I degrees 17 minutes 36 seconds West, 656.93 feet to said west line of East 1 — ment Lot 1 of Section a, 641.67 feet thereof, and said line there terminating. 7 475 r�i Township nge 23. 47 AND 121 I (` 80 !� I Outlot B, NORTH BAY, according to the recorded plat thereof, Carver County, M L /1 K L R I L L 1 R V A V L /1 �7 I M ,4✓ <C Minnesota. 40 ( / ,C v Al n `r `r A n n K T 1 /% AI ` \ fps �� .v ` `�N I A i/ 4i / / \� 1v V \ y \n IJ V v 1 \ 1 v\ / lw �^ t N /''� / \ O °�° ° \ 4� A% I 1A�1 / 6° !CJCJJ r� I 00 g0 <+J H I BEARINGS SHOWN ARE ASSUMED %e " I / < ��/ 117.11 -- _"- I GRAPHIC SCALE / J N00°20'00"W 50 0 25 50 North Bay Homeowners Association North Boy Lebo Homeowners\� ' Association I ( IN FEET ) 1 inch = 50 feet TISNEER engineering 1. Rev. out and namedf CND, ENO[N M LANDPLAN?W3 LANDSURVEYORS LANDSCAPEARCMTECIS I hereby certify that this plan was prepared l R i06/a70 Date 05/19/06 SIENNA CORPORATION K� ID 242213nterpdae Drive Co Rapids, ids, M N.W. me or older en direct d Surveyor end that I N LAKESIDE 1lJE Mendota eights, MN 55120 Coon Rapids Office Coon Ra 'ds, MN 55433 Terrence E. Rothenbacher Designed TER i» am a thily licensed Lead Stoveyor PRELIMINARY PLAT 4940 VIKING BLVD. - SUITE 608 Ol (651)681-1914 Pn:681-9488 (763) 783-1880 Fac:783-1883 under the laws of the State of Minnesota Reg. No. 20595 Dole 05/19/06 Drawn JAB EDINA, MINNESOTA 55435 CHANHASSEN, MINIVESOTA ^ r- A C)a A r 11 r L n I\ I n I ri East line of Northeast Quarter of i 1? U Bearpoth LTD Partnership A In n I r I /) AI n U U I I I U IV __Northeast corner of Section 24, the Northeast Quarter of Section ' Township 116, Range 23. j 24, Township 116, Range 23. S00°20'00"E _ I 2188.01 288 195 104 92 92 100 104 100 95 386.54 r) A DRAINAGE & UTILITY EASEMENT DRAINAGE & UTILITY EASEMENT N00°20'00'W t'I L t+ - - - - - - - - - - - - - - - - - - - - - - - - - — - -- - - - - - - - - - - - - - - - - r v i 1 vLi sA r--- ---� .N i 10--� I 1I 6 N r-"- 51 ft. to 719,598 scr---� 12,706Lsq.ft. 1 CD 0831Sq.f. 12,813,005 s-q-.-f M 4 31 13,366Ls_q ft. 13,66sq-ft• 13,917Is ft. r- Y _ / 1p4 17 - 98 _ I I _ - - - 96 70 4 156 4 168 55 - - -� I_ - _ - - � � 97 267 27 - 50 = 95 68 30 r, �yti R 32 4 JIMI R 1 580 - OLTMT A I R-1180 _ 188 140,4455sq•ft. Ra1080 1 257 R=1 5 T`• g a° ` - 107 - - R=6 0 53 _ - 98 - - - - - 97 _ 101 94 T, C7 R 161 8 — �- / �� - - _ 60 31 40 - - - L L--- 1 '� I L--- I 26,926 s� ft. - - J --- --- ,5 14,1251 sq.ft. M 13,889Isq.ft. 2T r rr a ro 7T - 8T T-- n T 14,616+sq.ft. I ! All visible improvements hew been shown For the _ _ / N / I <➢ 1 13,9431 sq.ft. II 13,893 sq.ft. t, location of any additional under and utilities and I 14 040 sq.ft. 1 Y Bio C7 _v -- / I my 1 ? I w N Lbetbre excavation,=all GOPHER STATE I CALL at 651-454-OM Sri 12 I$ a I Imz l -� 145,495 sq.ft. I 1 1 I I 223 r PI ONEERengineering CIVE.EN(3NEM LANDPLANNERS LANDSURVMRS LANDSCAPEARCMEM � 2422 Fntetprise Drive Coon Rapids Office 201 85th Avenue N.W. Mendota Heights, MN 55120 P Coon Rapids, MN 55433 (651)681-1914 Fax:681-9488 (763) 783-1880 Fax:783-1883 !:!I - Nan ml L _ / , 9B 68 / / 88 94 `�`AI\ 87 13 1 105 / 111 97 - - - / / 103 - - - - - �`- ,26,4�3 s 'ft. I y-------------- t IN 12 \1 22,938 s ft. o I \ I I 1 10 26,259 27,138 sq.ft L r----�--- I_ __ I I 35 _ I s0 --� -- ----- — — J / --- - -- --- 161 205 45 - 340 �e I 73 O UTLOT A 181 _ 79— — — R 354 0 140, 445 sq. ft. 102 188 13' L 2 \ 30,135 sq t. ' ; 1 1`}— O L---'- .1 I ' 14 L---- - 12a501 sq ft.N27,626 sq.ft.-- 26,961 sq.ft. -- I— — I M I L--_ _- - — 7 --------------_ o f4 R4a 5 --- t N80 DRAINAGE & UTILITY EASEMENT —— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 106 218 212 195 _7 121 R5,5 137266 North Bay Homeowners Association West line of the East 641.67 feet of 'y \ ` \ ` \ ` \ \ w ` \ \ it, the Northeast Quarter of Section 24, Township 116, Range 23. 9 AI n '7 r I1 �A \/ \ '7 r) A I "n I n AI \ ��`� ` \ \ p ` a,� ` (4. AI /1 '7 =r IY f�' \ / �ifn /A v y <,,C / 7 n1 n Iv L/ (i I r1 L{ rt I .9ft U n U U I 11 v�r \ ; w oIr v flJ n t►.x to C1 n I Iv me y/ I North Bay Homeowners Association 06 4_ \✓ 1. Rev. lavout and name DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: lw being 10 feet in width, adMning streets = and private drives unless otherwise shown on this plat. W w (n LEGEND Q Denotes Carver County Monument • Denotes iron monument found LEGAL DESCRIPTION All that part of the Northeast Quarter of the Northeast Quarter, and Government Lot 1, of Section 24, Township 116, Range 23, which lies East of a line drawn 641.67 feet West of, measured at a right angle to and parallel with the east line of said Northeast Quarter of the Northeast Quarter, and which lies South of the following described line: Commencing at the Northeast corner of said Northeast Quarter of the Northeast Quarter; thence South 00 degrees 20 minutes 00 seconds East, assumed bearing along the East line of said Northeast Quarter of the Northeast Quarter, 386.54 feet to the point of beginning of the line to be described; thence South 77 degrees 17 minutes 36 seconds West, 656.93 feet to said west line of East 641.67 feet thereof, and said line there terminating. AND Outlot B, NORTH BAY, according to the recorded plat thereof, Carver County, Minnesota. BEARINGS SHOWN ARE ASSUMED GRAPHIC SCALE 50 0 25 50 ( IN FEET ) I inch = 50 feet Ir._2 - BearPath Golf Course _r, ------ r p ! + trots =13 1 n—pasta -13 MIN 1 >> CONNECT TO W EXISTNG WATERMAIN?/ EXASTINGT MH \ \ \ OOVERS AST. W PVCNS TO IE 865.33 RE 878.5 IE 863.8 -A PI$NEERengineering O + r NNECT TO STING WATERMAtt v / + —% ry , + + , GRAPHIC SCALE IN FEET CIVILENG94MRS LANDPLANNERS LANDSURVEYORS LANDSCAPE ARCH=rS 2422 Enterprise Drive Coon Rapids ids Office 201 85th Avenue N.W. Mendota Heights, MN 55120 Coon Rapids, MN 55433 (651)681-1914 Fax:681-9488 (763) 783-1880 Fax:783-1883 __J 1 I I I I I i 1 I I I 0 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 i I L — — — — PI2NEERengineering 1. • an BearPath Golf Course \ \ \ \ \ \ \ \ \ \ \ 0 25 50 100 GRAPHIC SCALE IN FEET G7vn.ENamms LANDPLANNm LANDsmvEYDRs LANwcAm ARCtnmm 2422 8nterprise Drive Coon Rapids Office 201 85th Avenue N.W. Mendota Heights, MN 55120 P Coon Rapids, MN 55433 (651)681-1914 Fax:681-9488 (763) 783-1880 Fax:783-1883 / / �•-g1'O'� �_� "' \t,•� � _ �`� / �.,-.._- `\ \ --B eg r-Path Golf -6o u rse_ ` ,.- —" i //cj14.-' ` \. \ ,� / / �-•. \ � \ �` �. / � �.... <<.. / -�- \ \ �` 914 / \ / (916 --' 900 - 910 �.d...��.. gt 0 M, m - z , r. . Ix M _ « «--®mod J ------------------ - J \ \ � �\`Building "- 0 -' G.F.= F.F.-910.8 VY - '\ r---- -�--� r----- -\u - - ._ -906-7 9 A B %191 .2 °i I �� I 91 .3 91 ..2 `/ - I V d Q F.F.-910.8 9019, - TC 14.4 TC 14.3 I / TC 14.0 TC 13.9 914 11 91 • � � ` 00 3 0 % S v - \,- TC 14.8 TC 13.6 TC 13.3 TC 123 I -t— — — / /' / % / l( rc 11.9 rc lo.o rc os• slo '_ `� 06.5 �, �a-o° / / 14.7 I 7+0o TC 13.4 5 ,1K j _ .,C �x � T $ 1 s 0.5 p4 13.5 —' 0 —i2 s — — +— �,� 0.50� 10.6 J k \ / INSTALL FENCE SILTi/ 1 I -PIA s+oo 1 / / FE E (TYP. EL 91 Al 1 / 91 6 915 6 j ; I 91 .5 �910 0 =TC 0�0 9 o o \ ° o + 46 900 L 5 ' • '•� .:� a ROCK CONSTRUCTION 's ENTRANCE •); - I 1 gip• 1 ! -�.o. to �_./ ,;, / p � n ,•r Lake Riley -894-- TC 92.2Ga�• +� Tc s1.2 IN.W.L.= 871.1 / EL a 7s o sd•eke / J s'a —100 YR. H.W.L.= 875.5 sss Tc as.1 IISTORAGE=6.15 AC.FT. POOL VOLUME=2.83 ACY 896i6�-- �'� •L�� i _`mot I I I ..�-I I �. � �..��•�0 �ai � . \\ - 4,3�•- p t'`- • . _ _ — _ _ is oG �\ a IN 5 -_ -- gGB Aryl;�� / // «-----<(-----((-.- - - - ((-.---- - L OGE =13 ANI INSTALL SILT r >, } A ` 15` ; (� FENCE (TYP.) �/ yam/ jd \� OUTLET CONTROL �� e r I �! STRUCTURE PI$NEERengineering CWL ENGMEERS LAND PLANNERS LAND SURVEYORS LANDSCAPE ARCH TMn 2422 Bnterprise Drive Coon Rapids Office 201 85th Avenue N.W. Mendota Heights, MN 55120 P Cwn Rapids, MN 55433 (651)681-1914 Fax:681-9488 (763) 783-1880 Fax:783-1883 GRAPHIC SCALE IN FEET I d _ .BearPath `- olf�96� 1 GRanHIC SCnrE no r INSTALL SILT FENCE (TYP.)l'� \ `- - r • _ - -----/- - y- :1�=-_ - ---- --- - --- -- T� 11111 •••••••••••i •a •i1 a •• �•• 910T 21 --------------- ---- -SOl-- - n /e G 1 7 / BUlding ---- 40 01 U 8 12 ,� ' 1 i0 LTC 12.0 'fC 12.5 / �• � SC 11.5� w0 �� 01, it � • ` o � . I/ l • I I � I � r ^• � \ a'0o tl \ f • •••••••••�••L I ' / INSTALL SILT�� ✓ / FENCE (TYP.) 0; I � i I ♦ o° G �a ♦• II � q e � • I 1 i i / ♦♦ I 1 F— •\ Li 1 . -----J i i L — — ---------�-- ---- ------- — — — — — — — — — — — --- i \ ♦ Oq/ OP N 7 —f_- � � 1 0—Pd ,n 1411 ` 1 ofr----- 41 -�Z' P19NEERengineering IlMMMM CrVE.ENGWEERB LANDPLANNERS LAND9IIRVEYDR3 LANDSCAPE ARCHREM 2422 Enterprise Drive Coon Rapids Office 201 85th Avenue N.W. Mendota Heights, MN 55120 p Coon Rapids, MN 55433 (651)681-1914 Fax:681-9488 (763) 783-1880 Fax:783-1883 I J I _ s LiffilAllmil noilmlal- -R 1 -) fib- I _ .J I L 897.8 ��1RkOD �- _-85 1 `,1 \ A 11 11 1 1 J 9116 11 I I II EROSION CONTROL NOTES TOPSOIL ALL DISTURBED AREAS SHALL HAVE A MINIMUM OF SIX (6) INCHES OF TOPSOIL PLACED. SEEDING SEED MIX SHALL BE MnDOT 250. DORMANT SEEDING AFTER NOVEMBER 1. MULCHING MULCH SHALL BE MnDOT TYPE 1. STRAW SHOULD BE SPREAD UNIFORMLY AT A RATE OF 1-1/2 TONS PER ACRE AND ANCHORED WITH EITHER NETTING OR A STRAIGHT DISC. ALL SEEDING AND MULCHING SHALL TAKE PLACE WITHIN THE FOLLOWING TIME FRAMES: - SLOPES STEEPER THAN 3:1 WITHIN 7 DAYS - SLOPES FLATTER THAN 3:1 AND STEEPER THAN 10:1 WITHIN 14 DAYS - SLOPES FLATTER THAN 10:1 WITHIN 21 DAYS INSTALL WOOD FIBER BLANKET ON ALL SLOPES 3:1 OR GREATER. BITUMINOUS TRAIL TOPSOIL, D & MULCH fi LASS 5 AGGREMINDOT 2350 GATE (1OOX CRUSHED) COMPACTED SUBGRADE TYPICAL SECTION B612 CURB AT PRIVATEDRIVESAND PARKING AREAS C 1"-2"WASHED ROCK 7`50 6"MIN.DEPTH FOR ROCK 10"MIN.DEPTH FOR WOOOCHIPS 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CITY OF ROCK C�A��ASSB� CCE TRAN EON 0:1-06 DATE: PLATE W.: 5301 A Note: Sat fence per MNDOT specifications, source 20DO, machine sliced woven monoldoment, 36"wide fastened steel T-Posts with 3(501b) lem strength plastic zip ties per T-Past. (Machine sliced) 6m��g EROSION CONTROL FENCE - TYPE 1 T Posts 24' in ground firs V . Deym .1 OI Imce wnMm t. Note: Type 2 silt fence is the some as type I with hay bales installed as per detail Type 2 to be used to protect all wetlands. Zip Ties 24" in ground Hov or St.. OWN s ..ea aIm b:a.1� ear 1.5 w za er. IY v�W ane. m o<,a as e' eae, q Btln ve In Ee rN m-C-D ryo]dk YMetJ. . EROSION CONTROL FENCE - TYPE 2 CITY OF SILT CAANBASSSW FENCE REVISED: 1-04 DATE: PUTE Wd 5300 E:3 5 C SPECIFICATIONS AND STANDARDS M EDITION. ,1: tll .:. ,loa SAFETY I. STANIMODS DESIGN.A ALLJOWABLE AXLE .t SAFETY FACTOR n/a WATER FLOW PATE (THROUGH TYPE FF FILTER) 0.707 Cft 0 3" hWd E. 0 �y�•I 6" CONCRETE SIDEWALK & 4" CL 5 AGG. BASE SEE PLAN FOR LOCATION TYPICAL BUILDING SECTIONS IT� 4" TOPSOIL & W1MM U.C. 2z SLOPE I 3 1' TYp, SEED (iYP) VARIES' 3 O, /20/04 \� SPECIFICATIONS AND STANDARDS - AISC IIAEAl1L aF 51m CaHISiRHMHa.t 97H EDITION. - AWS SRmwnl Heu WFIOM CODE - Secs. DIA-4C MNDOT 8612 � 10' CONDO BUILDING 10• iD - 29 CFR 1920 - OSHA SAFETY Are HEALTH STANDARDS CONCRETE CURB O O ALLOWABLE AXLE WEIGHT 10A0 & currER PAVEMENT SECTION 0.5' MIN. TOPSOIL PARKING LOT F.F. ELEVATION YARD �D, FACTOR 20000 lBs. 2:1 1 WATER FLOW RATE (THROUGH POLYESTER STEM 0.476 oh • T h d 1.5" MNDOT 23M LVWE3503OB \ 0.33' TOPSOIL / WATER FLOW RATE (w/ NO SLEEM 1.113 do • 6' hood BITUMINOUS TACK COAT 2357 ,� / 2' MNDOT 2350 LVNW35030B 6" CLASS 5 AGGREGATE BASE (10OX CRUSHED) 0.80 HOLD DOWN ,;./ 24' MNDOT 3149.28 SELECT GRANULAR BORROW \\� / MkXIMUY O.�LOM FATE 1.074 cfe 0 15" head G.F. ELEVATI N / 1.m4 �E. a 1s lwwd TYPICAL SECTION 4.D' �— SUMOUNTABLE CURB AT PRIVATE DRIVES 6' CONCRETE SIDEWALK FINISHED GRADE 4" CL. 5 AGG. BASE I —f S GRADING GRADE �� slums SEE PLAN FOR LOCATION nM ASSINKY 24' 5' 4" TOPSOIL & VARIES' opI 2X SLOPE 1' TYP. SEED (TYP) . — — 3x 25 COVER Y ry MIN. 25 FINISHED GRADE GRADING GRADE 0 $ 0 10 WOPSOIL Y i.0. SURMOUNTABLE CONCRETE CURB 03 •+•" & GUTTER PAVEMENT SECTION 10, o � 1.5' MNDOT 2350 LVWE35030B D3 o BITUMINOUS TACK COAT 2357 2' MNDOT 2350 LVNW350309 \ _ 0.5' MIN. TOPSOIL ROAD 6' CLASS 5 AGGREGATE BASE (100X CRUSHED) — .— µrye Dµ�µ Hr�Aww Ir 2e MNDOT 3149.26 SELECT GRANULAR BORROW 99ET PRalEC116N µo-� lOP STAB MDOEL aH�rw�l['►>� �- WALKOUT NO SCALE 2g' VARIES MIN. 25' FINISHED GRADE GRADING GRADE 311 LD 0.5' 10, 5' TOPSOIL 6.0' 2.o' Do e Tj-0.5' MIN. TOPSOIL LQOKOUT NO SCALE PISNEERengineering CIVILENOWEERS LANDPLANNERS LANDSURVEYORS LANDSCAPE ARCHITECTS � 2422 en,erpnse Drive Coon Rapids Office 201 85th Avenue N.W. Mendota Heigs eights, MN 55120 p Coon Rapids, MN 55433 (651)681.1914 Fax:681-9488 (763) 783-1880 Fax:783-1883 MLY � 1 � ' I / BUILDIfiG 12 2 0 i +.I � �� ;tar �ww•_1�� y/iW ► tl�i �� •.-► f � .lip% Flop " '� '•�� _'� � �j► .ally .�,y�h W, �l. 411 �e�lili► it ' '►, -� I ■wll� r o. d rho �'��` �h 'w. ►' �I orptip VA xx Wit p ! j)l AI,ff ti t. d Ore •fir• ��, all as . me or under my direct surpervittion and dust I I' am a duly Registered I.Andoicape Architect ay That this plan win ileant, byReg. Ni D/P N DECIDUOUS TREE PLANTING DETAIL Remove damaged and dead branches do NOT trim leader �o Root ,oiler shall by ayalr,:i ti„na a't.ae) level or up to 1-2' above finished grade. After tree is placed ,mover move wire basket G(rdltng roots shquld or cut and fold be removed and/or own In the It. straightened out Cut twine and peel budap down 1/2 Backfill: 7_'=# tiesNUndisturbedWatethghly <5011eliminate air pockeBreak down sides of Do not tamp, halehn bax*n1ing -3 times ball aiamete CONIFER TREE PLANTING DETAIL Remove damaged and dead branches do NOT trim leader Root collar S5hall bp After tree is placed remove wire basket level or up to 1-2 ODD" finished grade. or Wcut and fold Cut ntwine thenad pit. eel Shredded Wood deep urlap down 1/2 mulch-2-•4 (do NOT place mulch against trunk of tree) It � I Compact, sell mix: Use existing sop. - Undisturbed Water thoroughy !o J. I soil pplminate aY pockets. _3 time9 ball diameter Brook agent aides of Uo not tamp, hole when bockfping LANDSCAPE NOTES • The Landscape Contractor shall visit the project site to become familiar with the existing conditions prior to submitting a bid. "The Landscape Contractor shall verify all utilities on the project site prior to commensing work. "All rough and finish grading to be preformed by others. • No plant material shall be installed until grading and construction has been completed in the immediate area. • All plant material shall meet the standards found in the American Association of Nurserymen -American Standard For Nursery Stock. • All container material to be grown in the container a minimum of six (6) months prior to planting on site. • Deciduous and conifer trees need not be staked, but the Landscape Contractor must guarantee stondobility to a wind speed of 60 M.P.H. • The Landscape Contractor shall guarantee new plant material through one (1) calendar year from the time of written acceptance of work from the owner. *If there is a descrepancy between the number of plants shown on the pion and the number shown on the plant list, the number shown on the plan will take precedence. • Commercial grade poly lawn edging shall be installed around all planting beds in sodded oreas. • Three inches of wood mulch shall be installed under all trees and shrubs that are isolated from the foundation plants. Mulch In shrub beds will be continuous. Mulch under conifer trees will extend 6" beyond the tree's canopy. Mulch under deciduous trees will extend 2.5 feet from the trees trunk. • The Landscape Contractor shall repair all damage to the site caused by the planting operation at no cost to the owner. CONTAINER SHRUB PLANTING DETAIL Prune out dead an damaged branches Set root collar — at existing grade Careful] rem ve— inorgan�c congainer Scut se ntaind 7flcol elite f coer Is organic) Un *a"'rng son. Water thoroughly to eliminate air pockets Do rat tamp. KEY COMMON NAME SCIENTIFIC NAME ROOT QUANTITY SPECIAL INSTRUCTIONS OVERSTORY TREES AA AUTUMN PURPLE ASH/FRAXINUS AMERICANA 2.r B 20 AB AUTUMN BLAZE MAPLE/ACER X FREEMANII 2.5 wif7 22 DM DEBORAH MAPLE ACER PLATANOIDES 'DEBORAW 2.5 B&: 26 HS HACKBERRY/CELTIS OCCIDENTAUS 2.r B&B 12 HL THORNLESS HONEYLOCUST GLEDITSIA TRIACANTHOS INERMIS 2.5" B&B 23 NM NORTHWOODS MAPLE/ACER RUBRUM 'NORTHWOODS' 2.5" BdB 28 SM SUGAR MAPLE/ACER SACCHARUM 'GREEN MOUNTAIN' 2.5" B&B 38 SO SWAMP WHITE OAK QUERCUS BICOLOR 2.5" Bb"r.? 17 WB WHITESPIRE BIRCH BETULA PLATYPHYLLA 'WiITESPIRE' CLUMP 10' B&B 14 WW WHITE MALLOW SALIX ALBA 2.5" B&B 15 EVERGREEN TREES BS BLACK HILLS SPRUCE/PICEA GLAUCA DENSATA 6' B&B 102 BLACK HILLS SPRUCE/PICEA GLAUCA DENSATA 10' MM 19 LOCATED WEST OF BUILDING B ORNAMENTAL TREES JL JAPANESE TREE LILAC SYRINGA RETICULATA 'IVORY SILK' -CLUMP 6, B&B 16 PF PRAIRIFIRE CRAB ALUS 'PRAIRIFIRE' 1.5" Dow 13 SBI SERVICEBERRY AMELANCHIER LAEVIS 1.50 B&B 21 SU SUGAR TYME CRAB ALUS 'SUGAR TYME' 1.5" BdB 15 TI TiNA CRAB MAWS 'TINA' 1.5" B&B 7 SHRUBS CAV COMPACT AMERICAN VIBURNUM BURNUM TRILODUM 'COMPACTA' POT 43 SOUTH SIDE OF BUILDING B MKL MISS KIM LILAC SYRINGA MEYEI 'MISS KIM' #3 POT 64 SOUTH SIDE OF BUILDING B TA TECHNY ARBORVITAE UJA OCCIDENTAUS 'TECHNY POT 13 SOUTH SIDE OF POOL PRAIRIE GARDEN AT NORTH END OF CREEK TO BE PLANTED WITH A MIX OF PERENNIAL GRASSES AND FLOWERS THIS AREA TO HAVE BOULDER OUTCROPPINGS SCATTERED THROUGHOUT GARDEN AREAS ALONG CREEK (SHOWN ON PLAN) TO BE PLANTED WITH MASSES OF PERENNIALS TO BE DETERMINED SEE SHEETS L3—L7 FOR FOUNDATION PLANTING DETAILS POND, STREAM, AND WATERFALLS TO BE DESIGNED BY OTHERS. PRELIMINARY LANDSCAPE PLAN SIENNA CORPORATION 4W VUUNG DRIVE LAKESIDE CHANHASSEN, MINNESOTA RAck mulch 3 deep with yyl!eed barn (foundotian shrub,) Shredded wood 4p deep no weed barrier) .no shrub beds) i down aides of when backfkling 0 25 50 100 GRAPHIC SCALE IN FEET 205207 LT8 A A I IA/— 7 DECIDUOUS TREE PLANTING DETAIL ANJ-3 = I DD O - ANJ-3 d a ;� , j Root collar shall by — I level or up ''( t\` - I above finished grade. _ ed grade. i Girdling roots should be removed i straightened out ABH-5 i ABH-5 Backfil I: Use existing soil. Water thoroughly to eliminate air pockets. Do not tamp. times ball Remove damaged and dead branches do NOT trim leader —Undisturbed soil Break down ,Ides of hale when bocknling AA-8 CONIFER TREE PLANTING DETAIL Remove damaged and dead branches do NOT trim leader LANDSCAPE NOTES • The Landscape Contractor shall visit the project site to become familiar with the existing conditions prior to submitting a bid. * The Landscape Contractor shall verify all utilities on the project site prior to commencing work. *All rough and finish grading to be preformed by others. *No plant material shall be installed until grading and construction has been completed in the immediate area. • All plant material shall meet the standards found in the American Association of Nurserymen -American Standard For Nursery Stock. • All container material to be grown in the container a minimum of six (6) months prior to planting on site. a Deciduous and conifer trees need not be staked, but the Landscape Contractor must guarantee standobility to a wind speed of 60 M.P.H. e The Landscape Contractor shall guarantee new plant material through one (1) calendar year from the time of written acceptance of work from the owner. elf there is a descreponcy between the number of plants shown on the plan and the number shown on the plant list, the number shown on the plan will take precedence. • Commercial grade poly lawn edging shall be installed around all planting beds in sodded areas. *Three inches of wood mulch shall be installed under all trees and shrubs that are isolated from the foundation plants. Mulch in shrub beds will be continuous. Mulch under conifer trees will extend 6" beyond the trees canopy. Mulch under deciduous trees will extend 2.5 feet from the trees trunk. *The Landscape Contractor shall repair all damage to the site caused by the planting operation at no cost to the owner. I RPW-2 CONTAINER SHRUB PLANTING DETAIL TEA-1 i I Root collar shall by After tree is placed remove wire basket Prune out dead and TEA-1 level or up ed i-2' above finished grade. or cut and fold damaged branches 9 Rpck mulch dowCut twine the pit. Cut twine an 3 deep with RPW-1 -� = COB — 1 COB-1 Shre�dedpogd -2-4 deep ppeel uria down 1/2 Sat root collar at existing grade weed barrier weedbarrier ) Sh `\11 C B 1 RPW-1 do NOT a mulch (do reddad wood _ O — ; pa against trunk of tree) Careful) rem ve YY 0 lnorgonrc container mulph 2, 4 de p (n0 battler) SDD — 5 (cut several vertical sl is itcontainer 19 organics ,d h (Isolatsd shrub beds) ' _ ;-,, , JGJ-3 SDD-7 �C--SDD-5 DAS-4 Compacted _I I I — E V— 3 sail mix: =� �_ — Undisturbed A S — 4 E V— 3 JGJ— 3 Compgcte soil mix: _ use e.Toting eoa. Water Noroughly to I— —III—III I I sail Break down sides of Uae eMeting soh. Undisturbed T soil elirnlnote air pockets. Do Bat tamp 2— times boll diameter hole when bxkriling G J — 2 Water thoroughly to — elimmote air pockets. Do not lamp. SDD-7 _E times ball dlameter�- Break down sides of hale when backfilling A IA/0 IS, FA TE PIt ANJ-3 ABH-5 FAA-8 TEA-1 ME KEY COMMON NAME SCIENTIFIC NAME ROOT 3 UNIT 4 UNIT SPECIAL INSTRUCTIONS AWS ANTHONY WATERER SPIREA SP►RAEA X BUMALDA 'A.W.' POT 14 14 DECIDUOUS SHRUB ANJ ANDORRA JUNIPER JUNIPERUS HORIZONTAUS 'ANDORRA' POT 6 6 EVERGREEN SHRUB ABH ANNABELLE HYDRANGEA/HYDRANGEA PANICULAiA 'ANNABELLE' 3 POT 10 10 DECIDUOUS SHRUB BES BLACK EYED SUSAN UDBECKIA FULGIDA 'BLACK EYED SUSAN' #1 POT 8 8 PERENNIAL COB CORAL BELLS EUCHERA SANGUINEA #1 POT 3 4 1 PERENNIAL CEV COMPACT EUROPEAN VIBURNUM/VIBURNUM OPULUS 'NANUM' #3 POT 3 6 DECIDUOUS SHRUB DAS DAPHNE SPIREA SPIRAEA X BUMALDA 'DAPHNE' #3 POT 8 8 DECIDUOUS SHRUB FAA FANAL ASTILBE ASTILBE X ARENDSII 'FANAL' #1 POT 16 16 PERENNIAL JGJ JAPANESE GARDEN JUNIPER JUNIPERUS PROCUMBENS 'JAPGARDEN' #5 POT 1 8 9 EVERGREEN SHRUB MIW MINUET WEIGELA IGELA FLORIDA 'MINUET' #3 POT 7 14 DECIDUOUS SHRUB PCF PURPLE CONEFLOWER CHANACEA PURPUREA #1 POT 3 8 1 PERENNIAL RPW RED PRINCE WEIGELAirWEIGELA FLORIDA 'RED PRINCE' #3 POT 3 4 DECIDUOUS SHRUB SDD STELLA D'ORO DAYULY HERMOCALUS 1 POT 19 24 PERENNIAL TEA TECHNY ARBORMTAE/THUJA OCCIDENTAUS 'TECHNY #5 POT 4 4 EVERGREEN SHRUB QUANTITIES ARE PER BUILDING CONTRACTOR TO VERIFY QUANTITIES ROCK MULCH TYPE TO BE CHOSEN BY BUILDER ROCK MULCH TO BE INSTALLED AT A DEPTH OF 3" OVER 6 MIL BLACK POLY SHEETING LANDSCAPE GRADE BLACK VINYL EDGER TO BE USED AROUND FOUNDATION PLANTINGS PERENNIAL AREAS TO BE AMENDED WITH COMPOST/PLANTING SOIL TO A DEPTH OF 6" 0 5 10 20 GRAPHIC SCALE IN FEET CNB.ENGINMm LAND PLANNM LANDSURVEYORS LANDSCAPE ARCHITECT'S 2422 EBt�86 Drive Coon Rapids Office zoo n R ds, M N.W. Mendota eights, MN 551211 p Coon Rapids, MN 55433 (651)6814914 Fsx:681-W8 (763) 783-1880 FBx:783-1883 FBI-3 MEJ— GFS— TEA— BM V— BMJ— VAM LPS— AFS— V-1 �H-1 /E— 3 G-7 IV-1 1-3 A-1 :L-2 Im 1A-3 IS-3 IA-2 'A-3 —1 'G-7 )D-6 FBI MEJ— GFS— TEA- 1:1MM I_ = LPS— AFS— KEY COMMON NAME SCIENTIFIC NAME ROOT 2 UNIT 3 UNIT SPECIAL INSTRUCTIONS DECIDUOUS TREE PLANTING DETAIL LANDSCAPE NOTES CONT,'iINER SHRUB PLANTING DETAIL •The Landscappe Contractor shall visit the project site Prune out dead and Remove damaged to become fam illor with the existing conditions prior to damaged branches and dead branches submittin o bid. Rpck mulch AFS AUTUMN FIRE SEDUM SEDUM 'AUTUMN FIRE' POT 11 14 PERENNIAL g 3' deep with 4' B&B 1 1 ORNAMENTAL TREE ° ° , do trim leader Set roof gcoltorgrade yIo d barrier AM AMUR MAPLE ACER GINNALA o *The Landscape Contractor shall verify all utilities on a{ existing grade (rhrVdea son be) ° o the project site prior to commensing work. Shre den wood ABH ANNABELLE HYDRANGEA YDRANGEA PANICULATA 'ANNABELLE'T 2 2 DECIDUOUS SHRUB *All rough and finish radio to be preformed b others. mul g grading Y Carefully remove 4F nee o ° inorganic contoiner r21-0 wee D BMJ BROADMOOR JUNIPER JUNIPERUS SABINA 'BROADMOOR 6 6 EVERGREEN SHRUB ° •No plant material shall be installed until grading and (oa d barrier) ° o o construction has been completed in the immediate Sioemio�'ne� i; o:`g°o"}ts ((Is fed shn,b beds) BMV BLUE MUFFN VIBURNUM BURNUM DENTATUM 'BLUE MUFFIN' 5 5 DECIDUOUS SHRUB ° o area. DKL DWARF KOREAN LILAC SYRINGA MEYERI-PALABIN' 2 2 DECIDUOUS SHRUB ° ; • All plant material shall meet the standards found in _ OWE DWARF WINGED EUONYMUS ONYMUS ALATUS 'COMPACTA' 3 3 DECIDUOUS SHRUBthe American Association of Nurserymen-Americanp e $ Standard For Nursery Stock. FBI FALSE BLUE INDIGO APIISIA AUSTRALIS 11 11 PERENNIAL o • AII container material to be grown in the container Composted ZZ —I _ I' l�� °° o ' Shredded o d soil mix: _T ° W a minimum of six (6) months prior to planting on site. Undisturbed FAA FANAL ASTILBE ASTILBE X ARENDSII 'FANAL' POT 6 12 PERENNIAL mulch-2-4 �eep use exhoro sae. —I I=111=1 (I roe (do ga NGT piece mulch *Deciduous and conifer trees need not be staked but water thoroughly et hole when silo of Root collar shall b,¢ against trend or tree) Do net air pockets. hole when backflllln GFS GOLDFLAME SPIREA SPIRAEA X BUMALDA 'GOLDFLAME' POT 5 5 DECIDUOUS SHRUB level or up to 1-2 the Landscape Contractor must guarantee stun ability Do not tamp 2-3 times ball diameter g HMA HETZ MIDGET ARBORVITAE UJA OCCIDENTALIS 'HETZI' POT 1 7 9 EVERGREEN SHRUB above finished grade. After tree Is loved to o wind speed of 60 M.P.H. remove wire gasket *The Landscape Contractor shall guarantee new plant AS JAPANESE WHITE SPIREA SPIRAEA JAPONICA 'JAPANESE WHITE' P07 3 3 DECIDUOUS SHRUB Girdling roots shquld or cut and fold material through one (t) calendar year from the time be removed and/or Born In the pit. of written acceptance of work from the owner. GBC GLOSSY BLACK CHOKEBERRY ARONIA MELANOCARPA POT 1 -- DECIDUOUS SHRUB straightened out u twine and peel KFG KARL FOERSTER GRASS CALAMAGROSTIS ACUTIFLORA 'K.F.' POT 10 13 PERENNIAL burlap down t/2 *if there is a do tepa plan between the number n plonts shown on the plan and the number shown on LPS LITTLE PRINCESS SPIREA SPIRAEA X BUMALDA 1JTTLE PRINCESS' POT 3 6 DECIDUOUS SHRUB the plant list, the number shown on the plan will take precedence. MEJ MEDORA JUNIPER JUNIPERUS SCOPULORUM 'MEDORA' POT 1 1 EVERGREEN SHRUB *Commercial grade poly lawn edging shall be installed NBV NANNYBERRY BURNUM LENTAGO #3POT 2 3 DECIDUOUS SHRUB Doc fill: around all planting beds In sodded areas. use exlstm soil. — Undisturbed •Three inches of wood mulch shall be installed under all ORG ORION GERANIUM GERANIUM X 'ORION' 1 POT 10 20 PERENNIAL water thoroughly to — soil trees and shrubs that are isolated from the foundation eliRSD RUBY STELLA DAYLILY HERMOCAWS POT 8 12 PERENNIAL D. note arc packets. hole see sidesng ,of Mulch in shrub beds will be continuous. D. not tamp. Break M+o backffll plants. SDD STELLA D'ORO DAYLILY HERMOCAWS 1 POT 6 6 PERENNIAL 2-3 times boll diamete Mulch caner conifer trees will extend 6" beyond the trees canopy. Mulch under deciduous trees will extend 2.5 feet from the trees trunk. TEA TECHNY ARBORVITAE UJA OCCIDENTAUS 'TECHNY POT 4 4 EVERGREEN SHRUB TC TINA CRAB ALUS 1INA' 1.5� B&B 1 2 ORNAMENTAL TREE •The Landscape Contractor planting open all damage to the site caused b the lantin operation at no cost to the owner. WPA WOODS PINK ASTER ASTER 1NOODS PINK' POT 6 3 PERENNIAL QUANTITIES ARE PER BUILDING CONTRACTOR TO VERIFY QUANTITIES ROCK MULCH TYPE TO BE CHOSEN BY BUILDER ROCK MULCH TO BE INSTALLED AT A DEPTH OF 3" OVER 6 MIL BLACK POLY SHEETING LANDSCAPE GRADE BLACK VINYL EDGER TO BE USED AROUND FOUNDATION PLANTINGS PERENNIAL AREAS TO BE AMENDED WITH COMPOST/PLANTING SOIL TO A DEPTH OF 6" PI ONEERengineering WE-3 FG-7 MV-1 EA-1 KL-2 MA-3 WS-3 MA-2 IPA-3 C-1 1RG-7 ;DD-6 GRAPHIC SCALE IN FEET 2052M CIVILPNGINMiS I.ANDPLANNERS LANDSURVEYORS LANDSCAPEARCHnVcrrg 2422 En Be T7rlve ids Office 201 85th Avenue N.W. Mendota Flellghts, MN 55120 Coon Rapids CooD Rapids, MN 55433 (651)681-1914 Fac681-9488 (763) 763.1880 Fax:783-1883 DECIDUOUS TREE PLANTING DETAIL LANDSCAPE NOTES + + `— CAV-7 CAV-7' + + MKL-13 JRW-9 + TSY-6 + MKL-5 + + NUALS W s SO1N I I I I I I s I � I I I I 1 I I I 1�1 v v v / T 1 1 JWS-5 �i .c,AVI cm e CAV-7 BUILDING A M ,;,N MIW-8 GBS-5 • + MOV-3 = MIW-16 / PIONEERengineering — ©Va.@1atNEERS LANDPWNNFR4 UNDSURVLYORS UNDSCAPBMCIR'rP.C13 I hereby cetUfy that this plan was prepared by Revisions i�prtse 201 85th Avenue N.W. me or under m direct ion and that 1 N 6/6/06-MOVED TRAIL. M dir" Nelghts,MMN 55120 Coon Rapids O�lce Coon Rapids, MN 55433 am a duly Re81 tered I �o Architect 1 a 8 (651)681-1914 Fax:681-9488 (763)783-188D Fax7834883 under drelaws of the state ofMinnam Res. Date 617106 ANNUALS TSY-4 AV-3 0 AWS-1 ANJ-1 —23 \ ANNUALS 12 ANJ-10 r-- MBC-18 -MFR-17 BCC-21 ANNUALS 18 11 AWS-15 ANJ-10 Well /WATERFALL TO BE DESIGNED BY OTHERS 0 10 20 _4 0 GRAPHIC SCALE IN FEET ; H PRELIMINARY LANDSCAPE PLAN b a 0 b Root collar shall by — level or up to 1-2' above finished grade. Girdling roots shgguld be removed and/or straightened out do NOT trim leader e Sockfiil: use existing sot. _ Undisturbed water thoroughty to 30, elimnate air pockets. Break down sides of Oo not tamp. hole «hen bockfilling 2-3 times boll diomete CONIFER TREE PLANTING DETAIL Remove damaged and dead brooches do NOT trim leader Root collar shall b fter tree is placed move wire basket level or up to 1-2'p above finished grade.r cut and fold own In the Bit. twine an k ut eel urlop down 1%2 Shred ded tyo8d eep (do NOT2-4 (do NOT place mulch against trunk or Ir<e) Use in,%Uno Will. times ball diameFerF Break down sides of hale when bacWtIng • The Landscape Contractor sholl visit the project site to become familiar with the existing conditlons prior to submitting ❑ bid. • The Landscape Contractor shall verify all utilities on the project site prior to commensing work. • All rough and finish grading to be preformed by others. • No plant material shall be installed until grading and construction has been completed in the immediate area. • All plant material shall meet the standards found in the American Association of Nurserymen -American Standard For Nursery Stock. •AIL container material to be grown in the container a minimum of six (6) months prior to planting on site. • Deciduous and conifer trees need not be staked but the Landscape Contractor must guarantee stondability to a wind speed of 60 M.P.H. • The Landscape Contractor shall guarantee new plant material through one (1) calendar year from the time of written acceptance of work from the owner. •If there is a descrepancy between the number of plants shown on the plan and the number shown on the plant list, the number shown on the plan will take precedence. • Commercial grade poly town edging shall be installed around all planting beds in sodded areas. • Three inches of wood mulch sholl be Installed under oil trees and shrubs that are Isolated from the foundation plants. Mulch in shrub beds will be continuous. Mulch under conifer trees will extend 6" beyond the trees canopy. Mulch under deciduous trees will extend 2.5 feet from the trees' trunk. • The Landscape Contractor shall repair all damage to the site caused by the planting operation at no cost to the owner. CONTAINER SHRUB PLANTING DETAIL Prune out dead and damaged branc4.1t� Rqck mulch 3 deep with Set root collarWgeed barrier at existing gradtfoundatlon shnibs) Shredded wood Carefully rem vulph inorganic conta4 deep If several verticalo weedborrler) ( container la orao(((Isolated shrub beds) Ur existing sag. I=I —1 I I j l I soil Water thoroughly to Break down sides of eliminate air pockets, We when backflitig 00 not tomp. 2-3 times ball diameter KEY COMMON NAME SCIENTIFIC; NAME ROOT QUANTITY SPECIAL INSTRUCTIONS BUILDING A AWS ANTHONY WATERER SPIREA SPIRAEA X BUMALDA 'A.W.' #3 POT 30 DECIDUOUS SHRUB ANJ ANDORRA JUNIPER JUNIPERUS HORIZONTALIS 'ANDORRA' #5 POT 30 EVERGREEN SHRUB AGR AGLO RHODODENDRON HODODENDRON 'AGLO' 3 POT 8 DECIDUOUS SHRUB BCC BLUE CUPS CAMPANULA CAMPANULA CARPATICA 'BLUE CLIPS' 1 POT 37 PERENNIAL HOS HOSTA OSTA 'ROYAL STANDARC #1 POT 22 PERENNIAL CAV COMPACT AMERICAN VIBURNUM dBURNUM TRILOBUM 'COMPACTA' #3 POT 36 DECIDUOUS SHRUB JRW JAVA RED WEIGELA GELA FLORIDA 'JAVA RED' #3 POT 9 DECIDUOUS SHRUB JWS JAPANESE WHITE SPIREA SPIRAEA JAPONICA 'JAPANESE WHITE' #3 POT 26 DECIDUOUS SHRUB MKL MISS KIM ULAC SYRINGA VEL.UTMIA 'MISS KIM' #3 POT 18 DECIDUOUS SHRUB PGH PEE -GEE HYDRANGEA/HYDRANGEA PANICULATA 'PEEGEE' TREE 1.5" B&B 8 DECIDUOUS SHRUB SOD STELLA D'ORO DAYULY ERMOCALUS #1 POT 24 PERENNIAL TSY TAUNTON SPREADING YEW AXUS X MEDIA 'TAUNTONI' #5 POT 20 EVERGREEN SHRUB MONUMENT PLANTINGS BCC BLUE CUPS CAMPANULA CAMPANULA CARPATICA 'BLUE CUPS' #1 POT 21 PERENNIAL BSJ BLUE STAR JUNIPER JUNIPERUS SQUAMATA 'BLUE STAR' POT 11 EVERGREEN SHRUB KFG KARL FOERSTER GRASS CALAMAGROSTiS 'KARL FOERSTER' #1 POT 9 PERENNIAL MBC MOONBEAM COREOPSIS COREOPSIS VERTICILLATA 'MOONBEAM' #1 POT 18 PERENNIAL MFR MORDEN FIREGLOW ROSE OSA X 'MORDEN FIREGLOW 0 POT 17 DECIDUOUS SHRUB MEDIAN PLANTINGS AWS ANTHONY WATERER SPIREA SPIRAEA X BUMALDA 'A.W.' #4 POT 23 DECIDUOUS SHRUB LEFT SIDE ENTRANCE PLANTINGS DKLS DWARF KOREAN ULAC ON STANDARD SYRINGA MEYERI 'PAL.ABIN' #5 POT 3 SHRUB ON STANDARD GBS GLOBE BLUE SPRUCE ICEA PUNGENS 'GLAUCA GLOBOSA' #5 POT 5 EVERGREEN SHRUB MBC MOONBEAM COREOPSIS COREOPSIS VERTiCILLATA 'MOONBEAM' #1 POT 12 PERENNIAL MIW MINUET WEIGELA IGELA FLORIDA 'MINUET' #1 POT 24 DECIDUOUS SHRUB BMV BLUE MUFFIN VIBURNUM/VIBURNUM DENTATUM 'BLUE MUFFIN' #3 POT 6 DECIDUOUS SHRUB SEE SHEETS L1—L2 FOR TREE PLAN CONTRACTOR TO VERIFY QUANTITIES ROCK MULCH TYPE TO BE CHOSEN BY BUILDER ROCK MULCH TO BE INSTALLED AT A DEPTH OF 3" OVER 6 MIL BLACK POLY SHEETING LANDSCAPE GRADE BLACK VINYL EDGER TO BE USED AROUND FOUNDATION PLANTINGS ANNUAL AND PERENNIAL AREAS TO BE AMENDED WITH COMPOST/PLANTING SOIL TO A DEPTH OF 6" NO MULCH TO BE USED IN ANNUAL BEDS SIENNA CORPORATION 4940 VHUNG DRIVE LAKESIDE CHANHASSBN,MINNESOTA 205M'1 L5� 8 DECIDUOUS TREE PLANTING DETAIL LANDSCAPE NOTES Root collar shall bg level or up to 1-2' above finished grade. Girdling roots shquld be removed and/or straightened out Backfill: 0 times ball do NOT trim leader gel —Undisturbed soil Break down aides of hole when backelling CONIFER TREE PLANTING DETAIL *The Landscape Contractor shall visit the project site to become familiar with the existing conditions prior to submitting a bid. e The Landscape Contractor shall verify all utilities on the project site prior to commencing work. e All rough and finish grading to be preformed by others. e No plant material shall be installed until grading and construction has been completed in the immediate area. e All plant material shall meet the standards found in the American Association of Nurserymen -American Standard For Nursery Stock. e All container material to be grown In the container a minimum of six (6) months prior to planting on site. e Deciduous and conifer trees need not be staked, but the Landscape Contractor must guarantee stondability to a wind speed of 60 M.P.H. *The Landscape Contractor sholl guarantee new plant material through one (1) calendar year from the time of written acceptance of work from the owner. elf there is a descrepancy between the number of plants shown on the plan and the number shown on the plant list, the number shown on the plan will take precedence. e Commercial grade poly lawn edging shall be installed around oil planting beds In sodded areas. e Three inches of wood mulch shall be installed under all trees and shrubs that are isolated from the foundation plants. Mulch in shrub beds will be continuous. Mulch under conifer trees will extend 6" beyond the tree's canopy. Mulch under deciduous trees will extend' 2.5 feet from the trees' trunk. e The Landscape Contractor shall repair all damage to the site caused by the planting operation at no cost to the owner. f— Remove damaged and dead branches do NOT trim leader CONTAINER SHRUB PLANTING DETAIL Root collar shall After tree, is placed remove wire basket Prune out dead and level or up to 1-2 above finished grade. or cut cool fold damaged branches Rpck mulch ddon in the pit. twine 3 deep with CUT and peel urlap down 1/2 Set root collar at existing grade weed barrier (foundation shrubs) Shrer�ded ipo d mulc -2-4 veep Shreoded wood (alp NOT place mulch against !rank a! tree) Carefully remove U p deeF inorganic con diner no weed barrier) ' cut several vertical el f container is organic <<<Iaolated shrub bade) Compacted _ I _ 1 soil mix: —III I I— Undisturbed Cornpacte soil mix: Use eshtfng soR. Vabr lhorou hl to g W I --I �� i—� l Sall Break dawn sides of Use e.I. Sall. i Undisturbed soil .4 to aP packets. Do not Comp: 2-3 times ball diameter hale when bockil ling Water thoroughly to elkninate air pockets. 2_3 Do not tomp. times ball dlamete Break down aides of hale when backfilig KEY COMMON NAME SCIENTIFIC NAME ROOT QUANTITY SPECIAL INSTRUCTIONS AWS ANTHONY WATERER SPIREA IRAEA X BUMALDA 'A.W.' #3 POT 12 DECIDUOUS SHRUB ANJ ANDORRA JUNIPER JUNIPERUS HORIZONTALIS 'ANDORRA' #5 POT 17 EVERGREEN SHRUB CAV COMPACT AMERICAN VIBURNUM BURNUM TRILOBUM 'COMPACTA' 0 POT 20 DECIDUOUS SHRUB GMS GOLDMOUND SPIREA SPIRAEA X BUMALDA 'GOLDMOUND' #3 POT 20 DECIDUOUS SHRUB JRW JAVA RED WEIGELA IGELA FLOROA 'JAVA RED' 0 POT 16 DECIDUOUS SHRUB SDDI STELLA D'ORO DAYULY ERMOCAWS #1 POT 32 PERENNIAL TSY TAUNTON SPREADING YEW AXUS X MEDIA 'TAUNTONI' #5 POT 22 EVERGREEN SHRUB EETS L1-1_2 FOR TREE PLAN IICTOR TO VERIFY QUANTITIES IULCH TYPE TO BE CHOSEN BY BUILDER IULCH TO BE INSTALLED AT A DEPTH OF 3" OVER 6 MIL BLACK POLY SHEETING :APE GRADE BLACK VINYL EDGER TO BE USED AROUND FOUNDATION PLANTINGS . AND PERENNIAL AREAS TO BE AMENDED WITH COMPOST/PLANTING SOIL TO A .CH TO BE USED IN ANNUAL BEDS 0 20 40 so GRAPHIC SCALE IN FEET PIONEERengineering DEPTH OF 6" CIVIL BNGINfMis LANDpLANNm LANDSURVBYaRS LANDSCAPE ARCLELECIS � 2422 i ee ndve Coon Ra 'f13 Office "' ^°� N.W. Mendota Heigllla, MN 55120 I� Raids, MN 55433 (651)681-1914 F9x:681-9488 (763)783-1880 Fsx:783-1093 DECIDUOUS TREE PLANTING DETAIL Root collar shall b� level or u to 1-2 above finished grade. Girdling roots should be removed and%ar straightened out Backfll: Use eAeting " Water thon,ghly to eliminate air packets. Do not tamp. times ball —Undisturbed soil Break down sides of We when bo"Ong CONIFER TREE PLANTING DETAIL Root collar shall by level or up to 1-2 above finished grad Remove damaged and dead branches do NQj trim leader Vince ball diameter. Brook down skies of hda whm backalling LANDSCAPE NOTES e The Landscape Contractor shall visit the project site to become familiar with the existing conditions prior to submitting a bid. *The Landscape Contractor shall verify all utilities on the project site prior to commensing work. *All rough and finish grading to be preformed by others. *No plant material shall be Installed until grading and construction has been completed in the immediate area. *All plant material shall meet the standards found in the American Association of Nurserymen -American Standard For Nursery Stock. *All container material to be grown in the container a minimum of six k6) months prior to planting on site. *Deciduous and conifer trees need not be staked, but the Landscape Contractor must guarantee standobility to a wind speed of 60 M.P.H. *The Landscape Contractor shall guarantee new plant material through one (1) calendar year from the time of written acceptance oft work from the owner. elf there is a descrepancy between the number of plants shown on the plan and the number shown on the plant list, the number shown on the plan will take precedence. *Commercial grade poly lawn edgin shall be installed around all planting beds in sodded areas. *Three inches of wood mulch shot] be installed under all trees and shrubs that are isolated from the foundation Ptonts. Mulch in shrub beds will be continuous. Mulch under conifer trees will extend 6" beyond the trees canopy. Mulch under deciduous trees will extend 2.5 feet from the trees trunk. *The Landscape Contractor shall repair oil damage to the site caused by the planting operation at no cost to the owner. CONTAINER SHRUB PLANTING DETAIL Prune out dead or damaged branches Set Carefully inorganic Saend t am f container Compacted--,'T sob mix: Uce eekthg sell. - w ii, thoroughly to Do mattatoaoiP pockets. times ball Rqck mulch 3' deep with weed barrier (fwndatim shrube) Shredded wood (�gm�nuafrndeedp (]Related shrub barrier) ) Break down sides of We whsn backNtlng KEY COMMON NAME SCIENTIFIC NAME ROOT QUANTITY SPECIAL INSTRUCTIONS BUILDING 8 ANJ ANDORRA JUNIPER JUNIPERUS HORIZONTAUS 'ANDORRA #5 POT 68 EVERGREEN SHRUB CAV COMPACT AMERICAN VIBURNUM VIBURNUM TRILOBUM 'COMPACTA' #3 POT 25 DECIDUOUS SHRUB GFS GOLDFLAME SPIREA SPIRAEA X BUMALDA 'GOLDFLAME' #3 POT 26 DECIDUOUS SHRUB RPW RED PRINCE WEIGP=AZgIGELA FLORIDA 'RED PRINCE' #3 POT 8 DECIDUOUS SHRUB JWSI JAPANESE WHITE SPIREA SPIRAEA JAPONICA 'JAPANESE WHITE' POT 1 20 DECIDUOUS SHRUB MCL I MISS CANADA ULAC SYRINGA PRESTONIAE 'MISS CANADA' 0 POT 13 DECIDUOUS SHRUB MKLI MISS KIM LILAC SYRINGA VELUTiNA 'MISS KIM' #3 POT 16 DECIDUOUS SHRUB HMA HETZ MIDGET ARBORVITAE UJA OCCIDENTAUS 'HETZ MIDGET #5 POT 40 EVERGREEN SHRUB SDD STELLA D'ORO DAYULY HERMOCALUS C1 POT 52 PERENNIAL TSY TAUNTON SPREADING YEW AXUS X MEDIA 'TAUNTONI' #5 POT 16 EVERGREEN SHRUB HOSTA GARDEN ON NORTH SIDE AHO HOSTA HOSTA 'AUGUST MOON' PLUG 300 PERENNIAL KHO HOSTA HOSTA 'KROSSA REGAL' PLUG 200 PERENNIAL RHO HOSTA HOSTA 'ROYAL STANDARD' PLUG 250 PERENNIAL PHO HOSTA HOSTA 'PATRIOT PLUG 250 PERENNIAL HHO I HOSTA HOSTA 'HALCYON' PLUG 200 PERENNIAL SEE SHEETS L1-L2 FOR TREE PLAN CONTRACTOR TO VERIFY QUANTITIES ROCK MULCH TYPE TO BE CHOSEN BY BUILDER ROCK MULCH TO BE INSTALLED AT A DEPTH OF 3" OVER 6 MIL BLACK POLY SHEETING HOSTA GARDEN TO BE MULCHED WITH SHREDDED HARDWOOD TO A DEPTH OF 3" LANDSCAPE GRADE BLACK VINYL EDGER TO BE USED AROUND FOUNDA11ON PLANTINGS ANNUAL AND PERENNIAL AREAS TO BE AMENDED WITH COMPOST/PLANTING SOIL TO A DEPTH OF 6" NO MULCH TO BE USED IN ANNUAL BEDS GRAPHIC SCALE IN FEET PIONEERengineering - CIVn.EWOM"S LANDPIAPNERS LANDSURVEYORS LANDSCARsnxc:"nt 'b 2422 En so Drive 201 85th Avenue N.W. Mendota Heights, MN 55120 C0013 R�1dS OLCC Coop Rapids, MN 55433 (651)681-1914 Fax:681-9488 (763)783-1880 Fax:783-1883 205207 1 I - _ � �_� �� •�' - 4�_ �__, i�if�'�iitii.a�i•�iT=t1►.T �� i�®1 - l�i� '„ I M """ " _ ' �.�►" es�s�.�:ev'L�+la..� �� _...••� �� _ �1—.;:��E�7�R.7��•�Ri.iS��E��J�- .. _ . �r.--,•—z. ��e a � —��.-r�.l�'�iRiZF./fm'wIt _��._� �xi.+-�. • - _ ��.....--.:��-��e�_:�IY/[ice_ � �i�S �— a�-a--'='- :T.. ,,��t`_�—_c.i�.. � : �?VT •� EiSRI I WE a4ig l 1 ,► NMI Rai -101811 oil I � Valk ■ i�, law, Sm !! 1 •.. 1 �� *�. '► --- - . •, �.• •'' gyp► � I ••� r � \� s�oa.'--; � "IN.) ,. 1 � /i�'� ,..� .,.•l,+.- ire �7►s� � M�®� � am m =1I• !' 1 , al WWI PISNEERengineering CIVE.ENCREW IANDPIANNW 1ANDSURVEYORS IANDSCAPEARCMIrTS 2422 Enterprise Drive i htS Office 201 85th Avenue N.W. Mendota He Mendota Heights, MN 55120 g Coon Rapids, MN 55433 (651)681-1914 Fu:681-9488 (763)793-1880 Fax:783-1883 205207 TRldwg PIONEERengineering - CIVE.EN61NUR9 LANDPLANKMS LANDSURVEYORS LANDSCAPE ARCIRfEM 2422 Enterprise Drive Mendota Hei hts Office 201Avenue N.W. Mendota Heights, MN 55120 g Coonn RRapids, MN 55433 (651)681-1914 Fast:681-9488 (763) 783-1880 Fax:783-1883 205207 TRl,dwg TREE LIST STEMS NOTES SIZE TREE # STATUS TAG# IN. TYPE STEMS NOTES STATUS SIZE TREE # TAG# IN. TYPE STEMS NOTES STATUS SIZE TREE # TAG# IN. TYPE STEMS NOTES STATUS 1 1 12 Blue §pruce R 2 1 121 Blue §pruce R 3 1 12 1 Green Ash R 4 1 10 I Green Ash R 5 1 121 Green Ash R 6 9 Green Ash NSR 7 13 Green Ash R 8 10 Green Ash R 9 13 Green Ash R 10 9 Green Ash NSR 11 13 Green Ash R 12 13 Green Ash R 13 9 Green Ash NSR 14 13 Green Ash R 15 12 Green Ash R 16 6 Cottonwood NSi 17 10 Willow slop. 3 R 18 14 Cottonwood 4 R 19 10 Cottonwood R 20 14 Cottonwood 2 R 21 16 Cottonwood 6 R 22 16 Cottonwood R 23 1 18 Cottonwood R 241 23 Cottonwood R 25 13 Cottonwood 21 R 26 1 9 Willow spp. NSR 271 20 Cottonwood R 28 171 Cottonwood R 29 0 1 lost tag lost tag NA 30 0 lost tag lost ta-q NA 31 6 Cottonwood NSR 32 6 Cottonwood NSR 33 7 cottonwood NSR 34 6 Elm Sop. NSR 35 20 Cottonwood 2 R 36 22 Cottonwood R 37 8 Russian Olive NSR 38 6 Elm slop. NSR 39 6 Green Ash NSR 40 8 Red Cedar 2 NSR 41 6 Elm sop. NSR 42 6 Quaking Aspen NSR 43 6 Quaking Aspen NSS 44 8 Cottonwood NSS 45 9 Willow s . NSS 46 7 Quaking Aspen 2 NSS 47 8 Quaking Aspen NSS 48 6 Quaking Aspen NSS 49 6 Quaking Aspen NSS 50 7 Quaking Aspen NSS 51 7 Quaking Aspen 2 NSS 52 7 Quaking Aspen NSS 53 6 Quaking Aspen NSS 54 6 Quaking Aspen NSS 55 6 Quaking Aspen NSS 56 7 Quaking Aspen NSS 57 6 Willow Slop. OSNSS 58 8 Cottonwood OSNSS 59 13 Quaking Aspen OSS 60 11 Quaking Aspen OSS 61 7 Quaking Aspen OSNSS 62 7 Quaking Aspen OSNSS 63 7 Quakin As en OSNSS 64 7 Quaking Aspen OSNSS 65 6 Quaking Aspen OSNSS 66 1 6 Quaking Aspen NSR 671 6 Quaking Aspen OSNSS 68 6 Quaking Aspen OSNSS 69 7 Qualdnq Aspen 2 OSNSS 70 6 Quakinq Aspen OSNSS 71 6 Quaking Aspen OSNSS 72 6 Quaking Aspen OSNSS 73 6 Quaking Aspen OSNSS 74 6 Quaking Aspen NSR 751 6 Willow spp. 21 NSR 761 6 Quaking Aspen NSS 77 7 Willows NSS 78 6 Willow Slop. 21 NSS 79 12 Wi I I ow sop. 31 S 80 6 Quaking Aspen NSR 81 6 Quaking Aspen NSR 82 6 Quaking Aspen NSR 83 6 Red Cedar NSR 84 6 Green Ash NSR 85 7 Cottonwood 2 NSR 86 6 Red Cedar NSR 87 6 Green Ash NISR 88 6 Green Ash NSS 89 18 Cottonwood 4 R 90 7 Cottonwood NSR 91 8 Boxelder NSR 92 10 Boxelder R 93 7 Boxelder NSR 941 7 Elm spp. 3 NSR 95 9 Elm spp. NSR 96 6 Boxelder 7 Boxelder 98 10 Boxelder qNSR97 99 6 Boxelder 100 7 Elms . PIONEERengineering SIZE TREE # TAG# IN. TYPE STEMS NOTES STATUS 101 121 Boxelder R 102 141 Boxelder R 103 121 Boxelder 2 R 104 6 Boxelder NSR 105 131 Boxelder 2 R 106 61 Boxelder NSR 107 6 Boxelder NSR 108 6 Boxelder NSR 109 8 Elm sop. NSi 110 6 Cottonwood NSR 111 7 Cottonwood NSR 112 6 Elm spp. NSR 113 61 Elm s . NSR 1141 61 Red Cedar NSR 115 6 1 Green Ash NSR 116 10 Cottonwood 2 R 1171 111 Cottonwood R 118 6 Elm spp. NSR 119 6 Elm slop. NSR 120 8 Elm slop 2 NSR 121 6 Cottonwood OSNSR 122 7 Silver Maple OSNSR 123 6 Slver Maple OSNSR 124 1 7 Silver Maple OSNSR 1251 6 Slver Maple OSNSR 1261 9 Silver Maple OSNSR 127 6 Green Ash OSNSR 128 33 Green Ash decay, 60% Top Missing R 129 6 Slyer M le NSR 130 6 Slver Maple OSNSR 131 71 Qualki no Aspen OSNSR 132 61 Russian Olive NSR 1331 71 Russian Olive NSR 134 71 Russian Olive NSR 135 61 Quaking Aspen OSNSR 136 7 Scotch Rne OSNSR 137 6 Russian Olive I NSR 138 7 Slver Maple 0 _'9 139 7 Siver Maple OS1SR 140 6 Slver Maple 80% Top Missing 034SR 141 7 Green Ash Included Bark OSNSR 142 8 Slyer Maple 80% dead OSNSR 143 8 Slver MRnle OSNSR 144 6 Scotch e 2 OSNSR 1451 6 Scotch Rne OSNSR 1461 6 Scotch Rne OSNSR 1471 61 White Rne 09" 1481 6 Austrian Rne OSNSR 1491 6 Scotch Rne OSNSR 150 7 Scotch Rne OSNSR 151 6 Scotch Rne OSNSR 152 7 Scotch Rne OSNSR 153 6 Scotch Rne OSNSR 154 6 Scotch Rne OSNSR 155 6 Scotch Rne OSNSR 156 6 Sotch Rne OSNSR 1571 6 Scotch Rne OSNSR 1581 7 Scotch Rne OSNSR 159 10 Elm spp. R 160 6 Quaking Aspen NSR 161 10 Boxelder Included Bark OSR 162 6 Quaking Aspen NSR 163 6 QuakingAs en NSR 164 7 Quaking Aspen NSR 1651 81 Quaking Aspen OSNSR 1661 81 Quaking Aspen OSNSR 1671 61 Quaking Aspen NSR 1681 61 Quaking Aspen NSR 169 61 Quaking Aspen NSR 170 7 Hackberry OSNSR 171 8 Quaking Aspen OSNSR 172 6 Quaking Aspen OSNSR 173 6 Quaking Aspen OSNSR 174 6 Quaking Aspen OSNSR 175 7 Quaking Aspen OR" 176 6 Hackberry OSNSR 177 7 Hackberr NSR 178 6 Bm spp. NSR 179 7 Green Ash NSR 180 6[Quaking kin Aspen NSR 181 7kin As n NSR 182 7kin As n NSR 183 7Quaking As en NSR 184 7As en 2 NS3185 6kin As n186 7 akin As en NSR 187 7 Quaking Aspen NSR 188 7 Green Ash OSNSR 189 71 Quaking Aspen OSNSR 190 71 Green Ash OSNSR 191 7 QuakingAspen NSR 192 7 Quakin As en NSR 193 7 Quakin As en NSR 194 7 Green Ash NSR 195 7 Elm spp. NSR 196 8 Hackberry OSNSR 197 13 Hackberr OSR 198 7 Green Ash OSNSR 1991 81 Green Ash OSNSR 2001 6 1 Green Ash Included Bark OSNS3 — CIVILENGINPFRS LANDPLANNP.RS LANDSURVEYmtS LAND.SCAPEARCHUIRCCS 2422 Enterprise Drive Mendota HeigbtS O�lce 2o1 Ra5th Avenue N.W. Mendota Heights, MN 55120 Coon Rapids, MN 55433 (651)681-1914 Fax:681-9488 (763) 783-1880 Fax:783-1883 SIZE TREE TAG/ IN. TYPE 2011 61 Green Ash OSNSR 202 7 Green Ash NSR 203 7 Elm spp. NSR 204 28 Green Ash OSR 205 7 Green Ash NSR 206 8 Green Ash NSR 207 7 Hackberry OSNSR 208 7 Boxelder 2 OSNSR 209 7 Green Ash 2 NSR 210 8 Elms . NSR 211 7 Green Ash NSR 212 9 Hackberr OSNSR 213 8 Bur Oak OSNSR 214 7 Bur Oak OSNS3 215 7 Bur Oak OSNSR 216 9 Bur Oak OSNSR 217 6 Bur Oak 034SR 218 7 Boxelder OSNSR 219 14 Bitternut Hickory OS3 2201 33 Bur Oak 2 OSR 221 6 Hackberry OSNSR 222 6 Elm sop. OSNSR 223 6 Boxelder OSNSR 224 6 Elm slop. OSNSR 225 7 Elm spp. OSNSR 226 24Boxelder 2 1 ncl uded Bark R 227 7 EIm sop. NSR 228 181 Boxelder 2 R 229 13 Boxelder R 230 12 Boxelder R 231 7 Elm spp. NSR 232 6 Elm spp. OSNSR 233 9 Elm spp. NSR 234 8 Boxelder 2 NSR 2351 13 Boxelder 2 R 236 20 Boxelder 2 R 237 12 Boxelder R 238 6 Elm spp. OSNSS 239 6 Boxelder OSNSS 240 8 Green Ash OSNSS 241 8 Elm sop. OSNSS 242 12 Elm slop. OSS 2431 8 1 Green Ash NSR 244 9 Boxelder NSR 245 12 Boxelder I R 246 12 Boxelder R 247 8 Boxelder 2 NSR 248 10 Hackberry OSR 249 13 Hackberry R 250 10 Elm spp. R 2511 381 Green Ash R 252 10 Green Ash 2 R 253 10 Green Ash 2 R 254 10 Honey Locust R 255 10 Elm spp. R 256 9 Elm sop. 2 NSR 257 9 Green Ash 3 NSR 258 61 Green Ash NSR 259 6 Green Ash NSR 260 7 Green Ash 2 NSR 261 6 Elm spp. NSR 262 7 Green Ash NSR 263 6 Elm sop. Included Bark NSR 264 7 Green Ash NSR 265 6 Elm splo. NSR 266 7 Green Ash NSR 267 6 Elm slop. NSR 268 7 Elm sop. NSR 269 11 Boxelder 3 R 270 12 Boxelder 2 Included Bark R 271 6 Elm sop. NSR 272 6 Elm sop. NSR 273 7 Elm splo. NSR 2741 6 Green Ash NSR 275 6 Green Ash NSR 276 6 Green Ash NSR 277 6 Green Ash NSR 278 9 Boxelder 3 NSR 279 9 Boxelder 2 NSR 280 8 Boxelder NSR 281 10 Boxelder R 282 12 Boxelder R 283 12 Boxelder R 284 8 Boxelder NSR 285 8 Boxelder 2 Included Bark NSR 286 12 Boxelder R 287 6 Basswood NSR 288 7 Basswood NSR 289 7 Green Ash NSR 290 7 White Rne NSR 291 8 Norway Maple NSR 292 7 Green Ash NSR 293 8 Green Ash NSR 294 8 Green Ash NSR 295 9 Green Ash 2 NSR 296 6 Green Ash ROWNSS 297 26 Bur Oak S 298 13 Bur Oak S 2 99 6 Green Ash NSS 300 7 Elm SOO. NSS 301 14 Bur Oak S 302 7 Boxelder NSS 303 8 Green Ash ROWNSS 304 6 Green Ash ROWNSS 305 13 Bur Oak ROWS 306 25 Bur Oak ROWS 307 23 Red Oak ROWS 308 13 Bur Oak S 309 13 Bur Oak S 310 26 Bur Oak S 311 14 Bur Oak S 312 12 Bur Oak S 313 13 Bur Oak S 314 10 Red Oak ROWS 315 25 Bur Oak ROWS 316 24 Bur Oak ROWS 317 15 Bur Oak ROWS 318 23 Bur Oak S 319 22 Bur Oak S 320 11 Bur Oak ROWS 321 12 Green Ash 3 ROWS 322 11 Bur Oak 2 ROWS 323 14 Bur Oak S 324 6 Elm spp. NSS 325 13 Bur Oak S 326 12 Bur Oak S 327 14 Bur Oak S 328 14 Bur Oak ROWS 329 13 Bur Oak S 330 13 Bur Oak S 331 6 Red Cedar NSS 332 22 Bur Oak ROWS 333 10 Bur Oak S 334 23 Bur Oak ROWS 335 22 Bur Oak S 336 8 Bur Oak NSS 337 13 Bur Oak S 338 14 Bur Oak S 339 16 Bur Oak S 340 13 Bur Oak S 341 12 _ Bur Oak S 342 14 Bur Oak S 343 35 Bur Oak S 344 12 Bur Oak S 345 15 Elm Sop. S 346 7 Bitternut Hickory ROWNSS 347 6 Bitternut Hicrcor ROWNSS 348 71 Bitternut Hickory ROWNSS 349 350 8 6 Hackberr Green Ash ROWNSS ROWNSS 351 18 Bur Oak Red Oak S 352 14 S 353 17 _ Bur Oak S 354 13 Bur Oak S 355 18 Bur Oak S 356 13 Bur Oak S 357 358 359 6 18 6 Bur Oak — Bur Oak Red Cedar T t NSS S NSS 360 26 Bur Oak hollow S 361 7 Basswood 2 NSS 3621 7 Elm slop. NSS 3631 12 Bur Oak S 364 8 Elm spp. F 90% dead NSS 365 B Basswood I NSS 366 9 Basswood NSS 367 18 Green Ash S 368 7 Basswood NSS 369 6 Elm spp. NSS 370 8 Green Ash NSS 371 71 Elm spp. NSS 372 20 Basswood 2 S 373 6 Elm slop. NSS 374 8 Elm spp. NSS 375 14 Willow sop. 21 S 376 10 Elm slop. 21 S 377 12 Basswood S 3781 6 Elm spp. NSS 379 6 Elms . NSS 380 6 Elms . NSS 381 13 Bur Oak S 382 9 Green Ash NSS 383 12 Bur Oak S 384 16 Bur Oak S 385 9 Willow Slop. NSS 386 9 Willows . NSS 387 71 Basswood 2 NSS 388 14 Willows major decay S 389 6 Hackberry NSS 390 13 Willow splo. 2 1 major decay S 391 7 Elm sop. ROWNSS 392 23 Bur Oak S 393 20 Bur Oak ROWS 394 17 Bur Oak ROWS 395 13 Bur Oak ROWS 396 11 Bur Oak ROWS 397 14 Bur Oak ROWS 398 7 Red Cedar ROWNSS 399 14 Bur Oak ROWS 400 21 Bur Oak ROWS 4011 10 Green Ash S 402 6 Basswood ROWNSS 403 6 Basswood NSS 404 6 Basswood 2 NSS 405 8 Green Ash NSS 406 9 Hackberry NSS 407 14 Bur Oak S 408 26 Bur Oak S 409 7 Elms . NSS 410 7 Boxelder ROWNSS 411 13 Elms . ROWS 412 16 Hackberr OSS 413 7 Elms . OSNSS 414 14 Green Ash 90% To MissingOSS 415 12 Green Ash 2 OSS 416 13 Boxelder OSS 417 14 Green Ash OSS 418 7 Hackberr OSNSS 419 7 Green Ash NSS 420 33 Bur Oak S 421 8 Green Ash NSS 422 6 Elms . NSS 423 6 Boxelder NSS 424 7 Boxelder NSS 425 8 Bm slop. NSS 426 20 Green Ash decay OSS 427 18 Green Ash S 428 13 Elm spp. S 429 14 Willow spo. 3 decayS 430 6 Willow spp. 2 decay NSS 431 18 Green Ash S 432 12 Boxelder S 433 13 Boxelder OSS 434 16 Boxelder 2 OSS 435 16 Green Ash OSS 436 14 Green Ash dead D 437 8 Elms NSS S 58 47.5 R 58 47.5 OSR 6 4.9 TOTAL 122 100 a0 OSS 12 - NSS 57 - NSR 126 - 0%1%- 20 - OSNSR 64 - ROWNSS 12 - 0ows Dead 21 1 - - - TOTAL 435 - TREE PRESERVATION NOTES 1 — BEFORE LAND CLEARING BEGINS, CONTRACTOR SHOULD MEET WITH THE CONSULTANT ON SITE TO REVIEW ALL WORK PROCEDURES, ACCESS ROUTES, STORAGE AREAS. AND TREE PROTECTION MEASURES. 2 — TREE PROTECTION FENCE IS TO BE PLACED OUTSIDE OF THE DRIPLINE OF ALL SIGNIFICANT TREES TO BE SAVED. FENCE TO REMAIN UNTIL ALL SITE WORK IS COMPLETED. FENCE SHOULD NOT BE MOVED OR RELOCATED WITHOUT VERBAL OR WRITTEN COMMUNICATION WITH THE CONSULTANT. 3 — NO FILL SHOULD BE PLACED AGAINST THE TRUNK, ON THE ROOT CROWN, OR WTHIN THE DRIP LINE AREA OF ANY TREES THAT ARE TO BE SAVED. 4 — CARE MUST BE TAKEN TO PREVENT CHANGE IN THE SOIL CHEMISTRY DUE TO CONCRETE WASHOUT AND LEAKAGE OR SPILLAGE OF TOXIC MATERIALS SUCH AS PAINTS OR FUELS. 5 — ALL CONSTRUCTION EQUIPMENT, VEHICLE TRAFFIC AND STORAGE AREAS MUST BE LOCATED OUTSIDE OF ANY TREE PROTECTION AREA. 6 — PRUNING OF OAK TREES MUST NOT TAKE PLACE FROM APRIL 15 TO JULY 1 7 — IF WOUNDING OF OAK TREES OCCUR, A NON —TOXIC WOUND DRESSING MUST BE APPLIED IMMEDIATELY, (EXCAVATORS MUST HAVE A NON —TOXIC TREE WOUND DRESSING WITH THEM ON DEVELOPMENT SITES. LEGEND S Tree to be Saved R Tree to be Removed OSR Off Site Remove -included in totals OSS Off Ste Save -not included in totals NSS Non -significant Save -not included in totals NSR Non -significant Remove -not included in totals OSNSS Off Site Non -significant Save -not included in totals OSNSR Off Ste Non -significant Remove -not included in totals Tree is located within aty Right of Way ROWNSS Non -significant Save -not included in totals ROWS Tree is located within City Right of Way Tree to be Saved -not included in totals D Dead Tree BASELINE CANOPY COVERAGE FOR HIGH DENSITY RESIDENTIAL = 24.2% FORESTED 6.3 ACRES BASELINE CANOPY COVERAGE (SAVED) = 34.9% 2.2 ACRES BASELINE CANOPY COVERAGE (REMOVED)= 65.1% 4.1 ACRES REQUIRED REMAINING CANOPY COVERAGE = 20.0% 5.2 ACRES CANOPY COVERAGE NEEDED TO REPLANT= 3 ACRES REQUIRED MITIGATION TREES = 121 TREES REFER TO LANDSCAPE PLAN FOR PROPOSED TREE LOCATIONS PROTECTED ROOT ZONE 21PUNE THE IIFA OF WM SMAL 70 11-1& FOR eWIW t' N TRIM OMIEIR it" PROTECTED ROOT ZONE NOTES: SO —ON OF A TREES ROOF SYSTEM IS LOCATED WITHIN THE TOP 3' OF SOIL SOS OF A TREES ROOT SYSTEM IS IDGAM WITHIN THE TOP V OF THE SOL POST FINE ROOTS ARE WITHIN THE TOP 18' OF THE SOIL SURFACE. IT IS THESE ROOT' THAT FUNCTION PRMARILY IN WATER AND NUTRIENT UPTAKE SONE TREE CAN WIRISGND UP TO BOX ROOT SEVERANCE BUT DINER TREE SPECIES ARE E10RDIO.Y SENSISTINE TO ANY ROOT SEVERANCE SOIL CONPACTON AND FILL OVER ROOT SNS'IELLS ARE JUST AS OAMAOWG AS ROOT SEVERANCE NIO SHOULD BE NINUscn FOR PFOFFR S00. 0%YOEN Lflk35. TREE PROTECTION FENCE OR SILT FENCE IS TO W PLACED ONSIDE THE PROTECTED ROOT ZONE OF THE TREE. TREE PROTECTION FENCE HEAVY DUTY SILT FENCE USED FOR TREE PROTECTION FENCE MO IbRroh Y MJiNYgOpe• I;. RIYW MNDOT 3886 Y N Y' Woad ar ator Moo post 4' ram. apealrq Waa mM raLdararrmt SRI flak! Fares. RRn. M "'a" 114E)fi Spaokq f rtl • i1i 9algs a'Yw —~ 10OX F% in Fabric or squat. —Mono Ratakr ak Rare PrOM p1271 tlOapa x appraved Squad. Omiep hhb r and h OI S' Yllraea Lay TaRea in the bwmh F� an�apa tvrrrk V. e'. Mg Attach ftbde WI. Wks marl aA a�pp�N( paw *0 ar WH Sea 205207 T'RI.dwg PHOTO 6 VIEW OF LYMAN BLVD. FROM LAKE RILEY ROAD I I I I I I I I I I PHOTO 5 VIEW OF DEVELOPMENT TO THE WEST PHOTO 1 VIEW OF CONDO A SITE FROM LYMAN BLVD. SITE SECTION CHANHASSEN, MN SITE SECTION DOCK w/ (6) SLIPS PHOTO 2 VIEW OF LYMAN BLVD. FROM DEVELOPMENT' ENTRANCE X ♦ �� f / 4 ♦ f ♦ / PHOTO 3 ♦ // VIEW OF SITE FRE LAKE RILEY SITE SECTIO!.14 LAKE RILEY PHOTO 4 VIEW OF LAKE RILEY FROM CONDO A GRAPHIC SCALE 20 40 80 ( IN FEET ) 1 inch = 40 ft. CITY OF CHANHASSEN RECEIVED MAY 2 6 2006 CHANHASSEN PLANNING DEPT UNIT 6 UNIT 7 FUNIT 5 L UNIT 1 UNIT 2 UNIT 3 1964 S.F. UNIT 4 1918 S.F. 1964 S.F. 1848 S.F. 1988 S.F. 2150 S.F. 2220 S.F. PARTY UNIT 10 1964 S.F. SECOND LEVEL RESIDENTIAL 311705 GROSS SQ. FT. 13 UNITS (1,812 - 29220 SO. FT.) Uhe"T 11 1964 S.F. 0 32' 641 16' 48' a UNDERGROUND PARKING GARAGE 0 36,394 GROSS SQ. -FT. 80 PARKING SPACES 0 32' up =,. 16' 48' AR UNIT 12 1918 S.F. UNIT 13 1971 S.F. I O Nr UNIT 8 2005 S.F. UNIT 9 1812 S.F. UNIT 1 UNIT 2 UNIT 3 UNIT 4 UNIT 5 UNIT 6 UNIT 7 1918 S.F. 1964 S.F. 1964 S.F. 1848 S.F. 2150 S.F. 1988 S.F. 2220 S.F. THIRD LEVEL RESIDENTIAL 309092 GROSS SQ. FT. 13 UNITS (1,812.2,220 SO. FT.) 0 32' 64' 16' 48' UNIT ©N 1 2275 S.F. m LAKESIDE UNIT 2 1918 S.F. UNIT 12 1918 S.F. UNIT 13 1971 S.F. UNIT 3 1964 S.F. UNIT 10 1964 S.F. UNIT 11 1964 S.F. UNIT 8 2005 S.F. UNIT 9 1812 S.F. UNIT 4 1964 S.F. IAL 32,433 GROSS SQ. FT. 13 UNITS (1,812 - 2,275 SQ. FT.) 0 16' 32' 8' 24' 7 UNIT 5 1848 S.F. UNIT 6 1988 S.F. I ------------- FITNaee UNIT 7 I ST 1939 S.F. zn� )�, / UNIT 10 / /� 1964 S.F. i i i i i i UNIT 12 1918 S.F. UNIT 13 2167 S.F. BUILDING 'A' FLOOR PLANS CHANHASSEN, MN ul"INIT 11 14,64 S.F. UNIT 8 2090 S.F. UNIT 9 1812 S.F. FIRSFiN. FLR 91ID8'T lIIDO'-0"J COPPOOAII'ON WEST ELEVATION (COURTYARD) 0 151 32' 8' 24' SOUTHWEST ELEVATION (LAKE RILEY) 0 16' 32' P::�� 8' 24' EAST ELEVATION (BEARPATH 15th HOLE) 0 16' 32' 8' 24' LAKESIDE BUILDING 'A' ELEVATIONS CHANHASSEN, MN rr�rr�' Y r155T FIN. FLR 91 23' 1100'-0'7 h G 3 E FIN. FLR Y '!89'-b"J 3 3 A W B FIRST FIN. FLR 910.8' (100'-01, il UNIT 4 1872 UNIT 4 1850 ST UNIT 5 UNIT 4 1492 1522y TR )NIT 1 1473 i i n � � v 7 n , UNIT 6 1872 UNIT 8 UNIT 10 1785 1776 UNIT 7 I UNIT 9 UNIT 11 ST TR 1312 1466 1492 SECOND LEVEL RESIDENTIAL 329133 GROSS SO. FT. 16 UNITS (1,312. 1,909 SQ. FT.) 0 32' 64' 16' 48' UNIT 12 1699 UNIT 14 1397 UNIT 13 1610 UNIT 16 1692 r--------r r--------I r--------r \ 22 � 7 ' UNDERGROUND PARKING GARAGE 7 379250 GROSS SO. FT. 87 PARKING SPACES c 0 32' 64' 16' 48' N UNIT 15 1861 UNIT 1 2000 COMMON DECK UNIT 2 1872 UNIT 4 1872 UNIT 6 UNIT 8 1785 1776 ST UNIT 3 UNIT 5 UNIT 7 UNIT 9 1492 1800 1800 1905 THIRD LEVEL RESIDENTIAL 29,010 GROSS SQ. FT. 14 UNITS (1,205 - 21000 SQ. FT.) 0 32' 64' 16' 48' 3 i UNEXCAVATED UNIT 5 1850 UNIT 4 T ' 1522 UNIT 10 \ 1699 J12 NIT 11 TR1610 UNIT UNIT 13 1201861 UNIT 14 1761 LAKESIDE BUILDING'Bw FLOOR PLANS CHANHASSEN, MN UNIT 1 2000 TR UNIT 2 I UNIT 4 1872 1872 UNIT 6 UNIT 8 1785 1776 UNIT 3 UNIT 5 UNIT 9 1905 1800 UNIT 7 1905 1800 L---� '36 FOURTH LEVEL RESIDENTIAL 29,010 GROSS SQ. FT. 14 UNITS (19205 - 29000 SQ. FT.) 0 32' 64' 16' 48' 0 UNIT 10 1699 TR UNIT 12 1205 UNIT 11 1610 UNIT 14 1761 UNIT 13 1861 SECOND FIN. FLR 9100 LR 8RS�TFI00F'-0") GARAGE FIN. FLR 881.5Y (59'-611) FOURTH FIN. FLR Y 934.0' THIRD 2FIN. FLR 92� 0' SECOND FIN. FLR 910 FIRST FIN. FLR GARAGE FIN. FLR C09POPAIIION 22'-0" 1 60'-0" WEST ELEVATION 0 16' 32' 8' 24' SOUTH / SOUTHWEST / WEST ELEVATION 0 i 6' 32' E- 8' 24' FOURTHFIN. FLR 934.0� THIRD FIN. FLR 922.0' Y S i0 m SECOND FIN. FLR 910Z' (112'-0") FIRST FIN. FLR 898ID' 1100'-0"1 GARAGE FIN. FLR 881.5' (8 NORTH / NORTHEAST / EAST ELEVATION LAKESIDE 0 16' 32' 8' 24' BUILDING 'B' S__ECOOND FIN. FL 0 FIRST FAIN. FLR GARAGE FIN. FLR Sal.$ () SOUTH ELEVATION 0 16' 32' 8' 24' ELEVATIONS CHANHASSEN, MN FOURTH FIN. FLR. 934.0' Y p THIRD FIN. FLR a? g22.0' Y SECOND FIN. FLR 910.0 NIT-011) FIRST FIN. FLR 898.0' (I— (per �o 9 FOURTH FIN. FLR- THIRD FIN. FLR 922 0, �p v � 12' SECOND FIN. FLR 910.0' (112'-00 0 ►l _FIRST FIN. FLR L ' 117.5 0 GARAGE FIN. FLR SSl5' (89'-6 ") moll FIRM r i �EYQNDr ",I, Ina, i %KF.%inF si i� RTT7.MMA rueuue r M a v FMAI L4 IL4 F6 ARCHITECTS at Seed- x4 we d3 PRELIMINARY PLAT of LAKESIDE AT BEARPATH CHANHASSEN, MINNESOTA O E n R it n. H .i 1' U n L 0 1 I 1 V 1. E.. al Rsd suet Water et ass,de LW Eert of 6aMryne d lM 1 of a. xanheml Watw of s.cuon Rerwai0 600-23,0�'I s-len 24. ro.me0 ,Is... U. TesnNb n6. Rnge f1 Rwge 2l LOCATION MAP �1 SECROV 24, UIP. 116, W_ 23 10 I 8- 91 3 I •3 TOTAL BOUND q -- "1 TOTAL R.O.W. 1 1 �'J.�...",t 7 B 5 2. 1 ��1 7 (LYMAN B TOTAL OUTLO , TLOT ' L 3 1 - - i i �,Lj, ��CY � o TOTAL WETLAND TOTAL LOT A TOTAL NUM 9 TWIN HOMES 5 . '1 101- it 12 _, a• J s I t 1 J! 3 - _�� ` / / I / THREE UNIT FOUR UNIT CONDOMINIUM 6 4 t ,f �' / COMMUNITY 3 i TOTAL NUMB I'1� CONDOMINIUM9 oIn%T7T A - 1 - j 1 �!' A' COMMUNITY 1 f f r-ti+1 --- n 1 - , r ' EXISTING ZONING2 PROPOSED Z + 2 _ sect 5w ar ae E. I f .0 - / :' � UTIUTIES t ute7 ad a seet ai 2e. _Tos a al 1,6. RmH 1__ Ira s raa.aaet Win a 1 -a.aXw fib, Range 21 5 renh Aaedallm 1 ;r�.� � � � xaa ear xan.a.ao r iaXrn ^`n'ti,:�,x^ ,n,i,I w: ilv�hif? L7n� .neewi in:,nlrin": 1 AR vIMNe Imprveemsab bee a»a eaem Par the 1 I aCetlea N EDP addfflooal uoderpmund atA6Re. aad 1 admen sacs bq call 00PM STATE I CALL et 66,-161-00= PIONEER�nm;»g' - BEARINGS SHOWN ARE ASSUMED GRAPHIC SCALE as a sin w I at EffiT ) E boa - ad feet Al 1 S Xva X% Wmewl+e AwxNm , oo2OM-W II XdM 3or nanw.wra II AYaiollm LEGAL DESCRIPTION Al that part of the Northeast Quarter of the Naribeosl Qaarler. and G mnment Lot 1, of Section 24. Toanshp 116, Range 23. shkh lies East of o Ire drop 641.67 Eat West at, maaeured at a right angle to and Parallel with the east line of said Northeast Quarter of ire Northeast carter, and whlch Xes South of the f lemcng deathbed linen Carnal, at the NaNast corner of ..,al North...t Quarter of the Northeast O arbr, thence Sath 00 deQas 20 minute. 0o eccondc East, gn.umed baring don, the East fins of said Northeast Wdrtsr of the Northeast Owsrteq 366.64 feet to the point of beginning, of the line to be d.,fl ed: hace South 77 d,,... 17 mivutas 36 seconds West, 6%93 feet to aq cast line of East 641.67 feet thereof. and w0 line there terminating. AND Outlet S. NCRTH BAY. oaordMg to the rearded pat thereat, C- Cmml7, Messed.. c..aw...n e..o.....ae. ...w 6mh aaarywemY .a,rabh u.w.e a: jw ass is %. _ Coon Rapids Office y. _ ash. Swop. ow ar�w e.ln�i..sei_.w rw.x..ImR' vIm �wrw.fe.xwra` ,Row rtg,sae ,a COVER $HEFT 1 SITE DATA AREA�26.29 AG AREA-�1.74 AC LVD & LAKE RIIEY ROAD E.j T AREA t4.73 AC. A 33.22 AC m1.51 AC WETLAND AREA t0.76 AC 519.82 AC OF L075 2 LOTS 1 ROW LOTS ROW LOTS LOTS BUILDING LOT ER OF UNITS 2T4 UNITS -�E+ UNITor 18 BUILDING UNIF- R-1 PUD AVAIUBIE !US SURFACE DATA TOTAL DRIVES &SIDEWALKS t4.09 AC. TOTAL TWIN UNITS 3256 AC, TOTAL ROW UNITS i1.B4 AC. TOTAL CONDOMINIUM BUILDINGS- t2.37 AC. TOTAL POOL BUILDING AREA t0.15 AC. TOTAL IMPERVIOUS SURFACE i11.03 AC. PERCENTAGE OF IMPERVIOUS SURFACE-f42.0R IMPERVIOUS SURFACE WITHIN 1000 FEET OF OHW TOTAL AREA WITHIN 1000 FEET OF ONW-t17.98 AC. TOTAL DRIVES h SIDEWALKS- t3.07 AC. TOTAL TWIN UNITS-}T.70 AC. TOTAL ROW UNITS t1.21 AC. TOTAL CONDOMINIUM BUILDINGS t1.58 AC. TOTAL POOL BUILDING AREA 2L0.15 AC. TOTAL IMPERVIOUS SURFACE�7.71 AC, WITHIN 1000 FEET OF OIfW PERCENTAGE OF IMPERVIOUS SURFACE-339.4R WITHIN 1000 FEET OF q7W � coNiTacT � 1 1 1 Jtthn VogM6DW1er � LSkma Corp6raBon 1 SHEET INDEX 1. COVER SHEET 2 EXISTING CONDITIONS Z. PRELIMINARY PUT 4. PRELIMINARY PUT S. PRELIMINARY SITE Is UTILITY PLAN 6. PRELIMINARY SITE & UTILITY PUN 7. PRELIMINARY GRADING 8 EROSION CONTROL PUN B. PRELIMINARY GRADING 8 EROSION CONTROL PUN 9. DETAILS 0-7 PRELIMINARY LANDSCAPE PLAN 711 TREE PRESERVATION PUN LAKESIDE AT BEARPATH ! qucHsss6n.2avNEurtg 1 , f 9 i _1s, Tw.r ]4 T+P ypesdv 6 /.I r is. or N�Qug11 itVMMt Na xvtMest 0.Ms r '�J,�_ `ti--•i �y3 •• '.Ibtc L �...� Fml 1EOMn 1 -:_y"`*` ` T %. - -a_Lot f of Se M 1 �y Url y A vi ) -yt BEARINGS SHOWN ARE ASSUMED GRAPHIC SCALE so a re do I.. i 0 Rex 1 E - 6o rt All Wlae ImpmwmeaY Ern Wv :hewn fer flux -- heeled of my eddithyarl lmday frevvd vfBitW and 1 LbefeP eaasertna esh GOPHER 9T.n I CALL let66t -451 -PB� _ PIONEERengineering i1 e••ii:P(n ss. ., Cron Rapids Ofr. P ows.rA.w dMv inn m.lm Ferr1lea P a t \i i Ft vt m LL �we >n _a3a I-�. '— -1m eKE RC.EY RD. � pi pYFR Msn Bel' Ibew,ve ewMw j / 47 �I & K�\V,, a,»a .Wqa Mwaw M�Wn A ♦ � 1. legal Cesvption and mser a is shown are taken Tram yhow Commitment Ede No, 3T9 First Supplements, acted August 21. 2W3 of T:aO an, prepared by Cammrcial Partners Into. llc. 2. Tob�26h12065�ation fumielled by ALTA/AC.CsI Winery prepared by Ml doted No,co3. Wetledde ddnevted by others. 4. Exceptions per Schedule B: Item 13: Ingrns/Egress Easement oveun r, der, and arose the Wert 65.00 feet of Wflot B. NORTN BAY. This easement when ma Gil,of North iren constfucir a parsing lot fa public Me over Oudot C. NORTH BAY, pa Doc No. 19SMx, as shown on wrwy. Item 14: Tempadery Arress & Utility Easement over land to the north of subject pro erly far mantaMing wells. line,. pipe, etc-.. to aodde water to apartments located on wbJ _t aairerty. This sir anent formidable when Me opartunism. hook up to City water a 10/01/98, per Doc. N. 210990 Nan 15: W N. Roadway/UtMiY Easement to Gty of Chonhmsen err Doc Ne. 23M7. as shown on w.-.ey. Item Is: Ullity easement M fowr of Minnesato Valley EleeU.c C ,,wwdti w realM in Beth 43 of Deeds. Pages 396-399, and modified by Doc. No, 67379. Me South 30.00 srst of Me de,u®tion is ombiguo.s and not saws x :e. Easement MrIndiy shown an Bond, Item IT: Utility ensnnent Per Book 147 of Deeds, Pages 227-M3. or shown an w.v,y Item 21: Wit GaP Deed for Restricting Rght N Access bawl an HNWT R/W PLAT Ni, 10-17. per Da. No. 41353% or shoo.. on runway. e,mcpea,.,ow Mare. _ear_ oroiy9m_ SOD'20'00'E �aiaf e..sewyio yswaE i �� ,�}.�.'R✓\n�Riril�smies' ` a Existing 8uiidi _ m M ^ I \ j y, Existing Building _ Of _4^.-r i f`�y. ¢W�A — /F Obsessional mnr s /Y xww� 'm pep 23 LEGAL DESCRIPTION Ali Mat part of the Northeast Warter of tie Northeast Warier and that pat of Gowrrmsdt lot 1. of Section 24. Towel 116. Rouge 23, Caner County. Us, .... to. which 1'ae East of a ine drawn 641.67 feel Wiest o5 measured of a right angle to and parallel with Me east line of said Nerlhea,t Warier of Me Northeast Curries, and which lies South of Me following deer 3ed line: Commencing a: the northeast comer of sold Northeast Wart. of Me Northeast Warier, thence South 00 degrees 20 minutes W seconM East. assumed bearing along the East line of said Northeast Warier of Me Northeast Waster. W6.54 feet to the pant of beginning of Me line to be dergribed; thence SauM TT degrees IT minutes M seconds West. 656.93 feet to read West line of East 641.67 fen Moen, and mid fine there terminating. AND WUot B. NORTH BAY, scaaMng to the recorded &t Mre lf, Chr r County, Minoesola EXISTING CONDITIONS LEGEND Q Denotes Carver County Monument • Denotes found eon pia. O Dwindles, 1/2 InGll by 14 will' iron monument set and make! w M license number 20595 $ Oenates exMag power yore • Denotes ,army vetch basin we Derntee swill hydrant �- Denates raining wll boring Cf penotn eaistng bwketbali hoop O Denotes existing norm sewer manhde Denote, existing sign O Defiles exisiing wandiry sewer manhWe ----->- Denotes exiling starts sewer line -----I- Behalf. existing wiltermom line ---4- contra existing ..far' sew. Ire Donate. e.isting wend fence ,ryyyy, Denotes existing tredlne —�— Denotes existing overhead :roes Benefits existing fence ---� Denotes existing delineated wetland =- Denotes existing velour, —A—Denotes Restricted Right of Access STPE AREA TOTAL SIZE AREA = 526.29 Ran TOTAL DEUNEA.ED WETLAND AREA - t0.12 Agree BENCHMARKS Top Nut Hydrant (TNH) an north side of Lyman BouldeWd lying rM feel southwestrly of Me intersection of Lase Riley Road and Lyman Boulawrd. Dew4an - 081sl9 Tap No, Hydrant (T. ) Rn north kle of Lyman Boulevard lying *AN feet seaMsastedy of Me Intexhation a Laker Riley Read and Lyman Brde ard. Elewtnn = SM.W LAKESIDE AT BEARPATH 1 2 rli g A v u 1 T 10 n un defense m..nnwn laf rdefense ieaehlp ISs. Ila,ge 21 pal.afMr . -,ti eAs-- A i Li 'L 5^1 A 4 Ig I— RA , 1]ODS a{R I i 3. 13,J66i p.R I' 1 'J 13.BB9, p.ft. y Y� is � t{,618!a4A I 1 � f f t L-----------� �N .----- if �l 1 1 1 I ' i ? r->7 1D6.9{5 a{A vs / 61,238 ayR i 9 / I j f , feel p 34 l J / g LAKE RILE: RCA.' EAST g I qse fai NO If m f I ��Q / ` � \�� , � NaU f4Y Nenmu,e. Ameltlm � '• I TIONEERengineei-ing 1 ...,ti..8 --on «.cups.man Ysrs e,w6m. w.ree.ap... ss jm.,oe� x�.w 6b.m,lb"pa 5h. Coon Rapids Off. mis�SA.�'A I. reme e..w+brrl spa (Sletiwa bN1.9+V �'ni a:f:e.SM$D eeetlr&¢ .n,hea ienctElbblW a• 41W FaAL1fa5 41wYaeSwl Moan bee '�T. Me N19Y =1 I0020'l10'W I' NarN Bp AeocblNn PRELIMINARY PLAT fed Warr —a s—,b x4 T—ahy Pant' 23. 13W 1 Je stable bapnnmeate have bola had h >or Ida I I bceNov ti n, c eddifsamt rIMAM I C at ps,651 And I Lbebn emnflaq mll COP1i8t 9TIf8 1 CAIl et 651 4b! 0002j DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: being 10 Net 41 aldth, adjoblmg sheets and print, driKs unless othereix shale an mis Plot. LEG ® Debts, car,,I c ty mo. ehht • Denotes i sn mmsment 1—hd LEGAL DESCRIPITON AN that Port of the Northeast 0uartee a' me Northeast Wmtea and 6o hnment Lot 1, of 5adim 24. Tormshp 116. Norge 23. shish lies East of aline dorm 641.67 feet West of, meamred at a nght angle to and pmdlel with the aust line of sold Northeast Quarter of the Northeast Warts, and Mich lies South of the fagoaing de hhl Iha, Cammelcmq at the Northeast earner of mid Northeast Woea rter of the Northst Wo-ter, thencethenceSouth 0O degreas20 minutes DO naeands East, assumes bearing long the East the of sola Northeast Winter of the Northeast Quarter. 366.54 Met to the pond of bpinni, of the line to be described; thence Smth 72 degrees 17 mWt. W seconds Weal, 656.93 feet to bid nest line of East 541.67 feet thams f. and mid No. there terminating. AND ou0ot B, NORTH BAY, aceeading to the recorded plat the-eaf, C County, Minnesota. BEARM09 GRAPHIC SCALE b a xS Se (MPgI) 1 in b . So feat LAKESIDE AT BEARPATH OtANNA$sEN. sBNTbfDI'A 3 i- 9 Nvn.r evn. or solve U. 2M I NW'la'W1 II o J' _ rr y i v-__________-____.____._________ C•, Jp C> at fA -i GJ I I I i f F I _4 145.495 sa.n. � I \s -N \ Ems fne o' NOYnen1 (thorny M - on. xP'meort 6avtr W SMIm 24. TheIthp I16, Rmpe 0. In hill a9uRs;c a unr.� EASUIENI ga.sae e¢fL 10 ya6t19g.n T •sR FEARPAT. H 3ROD Y.9eul EW MYwMy go 92 YI j; 13: e'.aR I! 0. t3.o93 w.R. I Z°>♦"?"' I t3.91 y'zv.fE Ir - 1J` �26.92b ---- 91,.R- 7; - t3.9631 ag.fl 14.001aft 5 ; _ 1]893 eg.R, 1+ 1 P is --_ ---__ _ 10, 2J,626 ngfL --------------------- steel 9 aR -------------------- N /t✓V:IIV 1: SOD20'OVE 1W 9 -- tliNNn4L t UTdltt E.4iih. T _ _ — f mi,d.R �R 1 4 18 ___1 13.]661apP. I t_ v 1 , m ti j 1 t i �1 I S' 2 r � 't3.BB9'sq R. i 1 14.6t6'eR.R I I r i -ti,J L__-__--___ - 1^ - I 1 11 I F-12,9]B spR , I I M.25a brLfE - I I I- j' i, 2 ' ... 15'.' z6.Intlw.fL ._i ------------------- 3M.1J + jl t i Y 23.M ag11:--' 1 J 1 xerm sot afore —A �- 1y 1, 'L �� --A, —\� —\, 1 M.11m 1 "' Ent "IV of \ \ \ If the fAe:nt Q:al M Senor 2k ` { }j5� ia.nyh 116. RmW 23 if if 1 y so \ � NVM Bey Ilemm.nsa Avae4aiw PI$NEERengdneeriNg Nx: .er�nm.uulta Cron Rapids office ••s•9,m„rt Wip:-Wt1 .1. f`ep Tpif PRELIMINARY PLAT I AB yislbY ImpronmenY Wve been show¢ iM the looefbv of say eddltloml underground ulWtlev and I Wt. etesse0en roll G0FB]W MrAW 1 CAIL of Wt-664-o00P -- -- -- -- -- - -- -- -- -- -j DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: being 10 fwt bt wWM ad}hlb c; sheet. and prig la drives tr111w9 oRteeekle ebesel 9n this plot. LEGEND p. Denetoe ear..r Coolly Monument • Denoto bon monument found AL DESCRIPTION All that part of the Northeast puarter of the Nortbeost Wo'ttt, and Govemmenl Lot 1, of Section 24 Townzhlp 116. Ron" 23, rbmb Nes East of a hne drawn 641,67 feet West of. measured at a right cage to antl pamNd with er s the east line of said Northeast Quartof the Northeast Wart. and whin lies South of the Iallowng descnLec life: Commencing of the NortMast tamer of sold throned Waiter of the Nrhwsl Waiter, thence 5d:th W degrees 20 militte W records East. assumed beor"vlg a cs,g the East Ilse of so Northeast Quarter of the Northeast Wmler, 366.54 fee: to the point of beginning of the line to be described: thence South lT degrees 17 minutes W seconds West. 6%93 feet to said west line of Eosf 641.67 feel thereat and fond line there termYlaltng. AND Wtlot B, NMT)t BAY, according to the recorded plot fisrwf, Corer County. Mlnnesata. BEARNGS WO ARE ASgMM GRAPHIC SCAIE 50 h D s9 1 my6I) LAKESIDE AT BEARPATH 1 4 & 9 BeorPath Golf Course �? PIONEEReneng C. Rapids otfioe 4a.e.smiv a+�n:.:cu rmaiaw nmmnw �+u:o PRELIMINARY SUE LAKESIDE AT BEARPAM 1 5 -' 9 BearPoth Golf Course s 0 m 0 1. 6mm�� Qa C SCA R3 FEM 1 : i % ' 1 Building scn aa: 4 + C 1 l 12 g ;Pond - i-:.---- e• vc sAv. snxce ____ xc nu ir Wetland 90 1 i Ppl PI$NEERengineering sm.e,e"","°'"'°'""� ® � PRELIMINARY SITE SIENNA CORPORATION LAKESIDE AT BEARPATH 6 of 9 c-E m. m: MaA..e NN. .......em�w:;.A. rv.2.1 ra pn,fS�f.m RapldE mvNhMII1Mil .nh �w.•a M...amci.:a. e.3. ,K 4WN WR:LDR SIMWe e:in:i-lal. axal.w .wl>•i1M va::u:m ea:Nl...n�e.�:ar N..�+. o+eno .i8m •awn__— CNANNASSEN. MMNF6Q1'A _ � „� RITILITY PLAN EDftiA.MA'NF50'1'A SSf35 _PIO_,NE_EReneneering t641W1-1919 IhY�+%M 1%l1Eli Pu'IC,IU PRMIMINARY GRADING & EROSION CONTROL PLAN o zs� GWWC SC. w eecr LAKESIDE AT BEARPATH C AAlUS .MME A 6eo[Paih"Gdf3:Durse u-. INSTALL SILT FENCE (TYP.)N-••�'�_ _�ae� `��/�1 ��no `— aio - r- _ .� � (� • s r•a x �ra� _ Building LAI .. 12 o mx ` � n. c a to, � •� � �•n bso ¢ -go- ees �;� b ] \ Q �?�• ,• ` � ie9•.4 �' 189S 89l 89 S �' 8W 8 r-tJ - r�^--• ---� r :\ � \i �' •ice-:_, ,� I � -. ...__ ✓,�,f// , p W.0 � a hA INSTALL SLT'`1 FENCE (TYP.) - i sW. a i ro xi] x xis x xir' \ � . 899 _ = 89i aoo +_ 1"lh/.A L. InA • w-�/ U tii..w: _ r / �_ '..� l •; `] _� r `1 li,`�, • \ - .1\ `... :1 _•, r, ,A Y PI*NRFRengineeHng GRAPHIC SCALE [N FEET it ai. riasn ssra Cann Rmids Olrax u:rwidis] ^^'•wa�...e]wr •*• e]rM�-isu S.b�uq nu,rw�m taroi� •••ary umd pwsW]aym / PRELIMINARY GRADING & EROSION CONTROL PLAN LAKESIDE AT BEARPATH 1 g ,!,. q EROSION CONTROL NOTES Ta L ALL pSMB♦D IAEIS 914E XME A NMN'JY CF 91( (fi) IXp6 Cr 1('F504 MftD. I� EbNC eFi 91Iwk BE YnWT T50. I� Wl WFYMIT 9:FIMNG AfIFR FYwcIgIER 1.� u WL. BE TYiEv S..9W SN1W 91p1'� SPRE.VI uH.11 AT A Vp .t RAZE Cf 1-Ih i]NS PFR ACPE WO N.p1µED •MIX F(IIEA CK A 51RAg1i pR'. / Aki Sm.WG MID 91ALL TAXE D M Rot¢ RIACE MTNi 11E ttl1RgI1X1F iF4a4 - RMz SMaSFR Mul 11M9N ] Mn - Am6 Mi1fA MNOMM 1¢I MMIA ]n - afPES MTRA MlM,v pAn MiiNl MTP [Hlt ll X OI ALL 4(P6 kl GM G AWlt "?Y 4'... BITIAM1GU5 TRAIL f i�f l Y;OI r YMwiG D5' kMc.MYM � (/JBA�9�.wRrz 4£ (1wt IX9m1 TYPICAL SECTION .11 CJp .kl PRryAIE pOKz AY: i4IXR1G 4a}5 E r 6 WM 5 SL(MYk k t'MS BASE I ssc a MI1pAIfN TM]OL k r 1W. Y I SFD HET) PAVEMENT 9:G1NM TYPICAL SECTION PMNEEReneneering YLRf R<S't Aev S2 / pF_ TM_1L4 (•iaf 'nAtu 9. f�] l4MFF .K" �e1T 1M'J •e'G:/^W !Wl(v:C R.Y{R ROCK l^O"Igt 111 c: �M RN 2'..emm efts. w�l%�y�..)ta toxin EB:.'� :CYt3Yi LyeSt^Yn't T. aen 1p��_a eq .G:ubCrA`A IpiY4utk Va.c:ww!`Y A kK! CITY nF I'' 14fF. CRAMISO =ENCE TYPICAL BUILDING SECTIONS Yww - 1¢• CONDO BUILDING 6 �\12 w iW50. ♦ ; 0.B0' IIBIO OpRI ♦ \ a a i. n n _ saa m6� --x ra MeW mFsrte amd � ra MeW mFsrte amd � MAN(./rof:6q �. •f.� k r.+ t'3'u $ac?lz�a u.n'W:N.flnwReW^'Gl `be IM:n��m. m1 eT .rvx'. w. A�m.ymkauY Rat tRY...1P,pn elNssly Cam NBplds OfFtt M.pl-:Rf. ka. aism :rsxln>.l Ar.: r..:;u.uo nsra uE..m. Pv.\�. DETAILS SIENNA CORPORATION I LAKESIDE AT BEARPATH I I I <k10\'IXINDDINYRsUMW 9 EDINA. AIRMESOTA TYTB CH.ANHA.¢4Ell.MBN!tiSDTA ( �Y 1� f .I � r9w •Tt rl/'__�� I. i��1 l� I 01 WIN All Its 0 �re . � u ► �f�3p►n � � ��►t R,.,�l� �, � �y� ter' � F 1 Ill" ��/h� r • I. � �'� I' �I II�� I ■I a ojib YHIM \�q;,e, \��'---`�►'•' /AID 1 r ' l ,, � � �,�� DECIDUOUS TREE PLANTING DETAIL LANDSCAPE NOTES • b bmr. bri+ � Ib a[M t i'•s tl> t:+ �AmTuv bF. •in. aep tl. a� tFa .o+< • N rwy� v9 ! W� b pebr.,d a dM •M�•W�I ts�d tlN �ep.oW v1Nr.rtb_ M1a -aeon 'vT t4d N Nx'irm..dtS •Aaan��ry uaxeUw n rw�.vytMn-w-.wFm 1-'v+ry Ae4. • tl Hi w•vm el s�� to h paw. 'n Me ttnto.v (e) mmW q'v ,e .1v-1Fq m i1e. , Dealbm aM ¢rNs Lwa nxC na: b9 �t4�y, Wt Ilv LmAege [m4Mn moat quvsix •IatlYi�Y aU b S I Me 9�•eel Lw v'LxWw � m •Cw n dV� ebtlF e%iM tM1dl M FaM,C •lh F M1 W rotl i? •'.id. 0 - tMN vbe� a! km M ♦ <M1 M tM lwndaPan M tyV �M1tv.0 de.Wtl6en .S nlme zbNt«� a �w CONIFER TREE PLANTING DETAIL CONTAINER SHRUB PLANTING DETAIL KEY COMMON NAME SCIENTIFIC NAME ROOT U—JANTI—TVISTELIAL INST2UCTIONS OMMSIORY IIBFS M AVMM PUMIE ASN Al..LR BI8 NM AB ADIURN Bbb WIZ K i BIB 42 He IIEBORAN MARE AOER RATANBBES TxBORAN• z BIB 26 w100W]atY TM OCCADRALLs z5 BIB w IL TNBIDfWD IIONEILOLLST T9A 1MACANTI05 IHB11as 2'Y BIB w z1 IN YAPIE/ACFR AIIBMY lI0RTx1NDOD5 BIB 29 SY $BOAR PARE ACFR $AOCIIARIY VEEII YgMTA1f SUGAR z5r 26' BIB 38 ]e so SWAMP MILE 0WAl 8100.011 z5 BIB 17 m MInSPIE 1111 BETLLA RATYPNWU 1BIR9PIIE itf BIB 1 MN METE MLLITM ALGA 2,V BBB 1 13 EEIVICEA TREFS B$ Ell HILLS CIAUG BEI6ATA K BIB f0I ORMAMFMAL ,RRS PF PRNPIDRE cRAe s TNiNKRRE 1.D• BIB /5 SERNIfWDiY AIilANcl' IAEMs 91 TY16 IRAB 916AP 1'n1E' jl Is n -- _-As nNg nIIA cwBLMAws iINA• THA wum -- CAV YKL COMPACT AIEriCAN MBUDIuI BURNUIllIlUNIUM_UWAll MSS KIM UI NBA MM ISM KIM 43 POT 53SWTx 9.E aF 9DE OF Ml 1 541II T _43 ONNY ARBONVITAE �TALS SWIM_9DE OF POOL PRAIRIE GARDEN AT NORTH END OF CREEK TO BE PLANTED WITH A MIX OF PERENNIAL GRASSES AND FLOWERS THIS AREA TO HAVE BOULDER OUTCROPPINGS SCATTERED THROUGHOUT GARDEN AREAS ALONG CREEK (SHOWN ON PLAN) TO BE PLANTED WITH MASSES OF PERENNIALS TO BE DETERMINED SEE SHEETS 1.3-1-7 FOR FOUNDATION PLANTING DETAILS POND, STREAM, AND WATERFALLS TO BE DESIGNED BY OTHERS GRAPHIC SCAIE W FEM m'N'.. sl. Col. Rapid, Office ' 24 ��'� a+�'- ' °` SIENNA CORPORATION LAKESIDE AT BEARPATH I yM.NNm �.�`aY.e`! •WN an PRFTMNARY LANDSCAPE PLAN aslNVp 01NtlYe Ll I. 7 ptlplL19h 1vBlgq! [IanAI�Na� m _J.� .D y-f�19_6 _.. y N�pry�y.��yT CNANNASSB^L NINNfi50TA ANJ ABH FAA TEA RPV PIiWIVnr,.KmWine ng C�R.pe•affim WWI I.,. � -,<\. DECIDUOUS TREE PLANTING DETAIL CONIFER TREE PLANTING DETAIL LANDSCAPE NOTES .AriX'ng a t!. •T.c �na:<mr (mbe[lm YW +My al'. uWVP an M• pe/<I p'. pb le mnrmiA mq. .IL wgM1 ona lr: i. gNnq b W >s1mm�W>}.bpy oMpr •`b.Yrvel:vxMa Wmlmngelea F M`e mnedalaa •ul Ne+\ mateFr aw . mm�>es b+.e X n m M a•.Y�erpnsim: e .\mehun Acpmvt'un nt xu SlmMa Far Xursny SN[q ulm4Mu �oleeN (0) mmflr.. wee eb+IF9 >" ele .Oedeuw. eeY vrll> bw n®e no\ pe a\rFeG. to , t. .Fa va rr w u.P:x. .1X[ La�ex>.n Cmbrcto- Tdl gvnnnlx n[p qb-A menu n.�q>ari'Int �� rumr� nearMn'm aaaq.no-e [e w w[:zay4rw. [[ae�� yy '>w�M nia>enlnq Mlyfin'eM�we and to + Fo... n am w ge\ora Wq.a.. Y pN 1 vv i.dal[a M1[n Yrc 1>�raaLL MW .Xae� 4m:.T e.lmea6' prJ 1'[ 35'¢\a4>�'Aed. un� eeWe.. Lw X e.lme 'tlm flme >�tM[Ll Ne abein9 nra">b' W e t CONTAINER SHRUB PLANTING DETAIL KEY COMMON NAME SCIENTIFIC NAME ROOT 3 UNIT 4 UNITUGIIONS AY #3 POT 14 14 DECIDU01/5 9M6 ANd MAW #5 POT O 6 EVERONEIII ffiIWO ABN ANNASFLHE PAMPOATA' 91AIX EYm 9O:NH PIAml1 iRMx EYED POT 10 10 DE(]OUW594O1B BLS POT B B I PHRENlOAI CW CORAL Rn is SAKVEA POT 3 4 PFAflRIW. 6.Y _ COMPACT EUIHOPENI VOUIMIY OPHOl61MMAf43 DAPHNE 91REA X POT 3 O I DECIWOIIS 91RIIB DAS #3 POT O B DE WS SHRUB FAA FNIAL A5111BE AS " X NEdOSI :ANAL' POT % 9 PEROYYL dal dIIPAXESE OARDHN d NP ARARl13 PROLIRIBOT'7$v UT O 9 SHRUB MOW XEIGE]A fF1A R DA VINUU T 14 DECVJOUS SHRUB PCf PURRS CONEDDWER CHANACEA PUIRIflEA :MU 3 B PoaO IPR RED PRINCE Wf RA D iLQdDA YIFD PRNCC 3 ♦ OFCIgIWS 9R0R SD S1E11A O'ORO DAYLLY ERMDDALLIS Y{ PpOdNALARBORVIT OCODENTAUS '7EOINY OT 4 4 EVFROIEEN SHRUB OUANTITIES ARE PER BUILDING CONTRACTOR TO VERIFY OUANTITIES ROCK MULCH TYPE TO BE CHOSEN BY BUILDER ROCK MULCH TO BE INSTALLED AT A DEPTH OF 3' OVER 6 MIL BLACK POLY SHEE7ING LANDSCAPE GRADE BLACK VINYL EDGER TO BE USED AROUND FOUNDATION PLANTINGS PERENNIAL AREAS TO BE AMENDED W17H COMPOST/PLANTING SOIL TO A DEPTH OF 6' 0 0 w LO cRnewc scAla IN FEET KEY COMMON NAME SCIENTIFIC NAME ROT 2 UNIT 3 UNIT SPECIAL INSIRUCIFIONS AFS AU116B iB smm 'AU1UW F1RE POf tt N PppNAI AY AMR MARE HOER BIBMA !!M 1 1 OOIAIBITaL 1111E AW !w AAM1YFl.r PAMNATA'ANNA WX BRO/OMOUi .ANFBBS SAIBA POT 2 2 DECKKIM SHIM m 6 6 E1N1OFil1 SIMI.B 91V DID. BLUE IIIIi1N VBURNY OERTAIW 9ME MRBF DI KOBMIN uLai: MEYET6 9AILaIW M 6 6 DECOLKB5 SINIIB 03 POT 2 2 DECMUOUS 98A6 D11E DKARF 11INOFD BIWNIIB AUTUS CDIPACTR 03 POT J 3 SIMB XH fI POT 11 11 FF1mNA1. FAA FANAL ASIIBE A5161E X AImBST TAMALE #1 POT 6 12 PEIpBBAL Iii3 Lt010RNIE X BUYALDA 1001DFLAlE' POT 6 6 OE�URB 91668 TWA JAS NETS 160ffT AIBORMTAE UJA OCCLD taa6 VEIL' JAPANFSE WIIE JAPONCA'JA►A WNE' POT 7 9 98IUB P POT 3 3 DECOJOUS SHRUB OBC IOD QOSSY BIAOs OBIO'l3pBY AR01IA MPLIiNKI PA li R POERSRR GRASS RS AOJRTLORA 43 POT t DECIDUOUS SHR IG #I POT 10 13 PERENNK LPS UT11E PRBCEtiti SPBEA AFJ1 X BUMALDA TRTIE MNCESV 03 POT 3 6 DEMUDUS Wiles 1E,I NBY IEDORA JUMPFR AIMPBNS SCORAIAUM VITDMA' NANNIBE/BT _ _ M IENTAW #5 POT 1 1 EVEAf♦drnJ SHRUB POT 2 J DE®uous SNRSB CRfi OIUON OFRANIIM IUY X URpN' POT 10 20 PTRENNIAL RSD RUBY S1F11A DAI I.Y S POT 6 12 PLRPNNIAL ON DATLLEBgf.IJM PDT 6 6 _ PLRINNIAL ARRDRTAE m 4 4AB X�A TW' 1.SBIB I 1 R ASTER/ASIFA s600D5 POf 3 PEIENXIAL OUANTITIES ARE PER BUILDING CONTRACTOR TO VEDPY GUANTITIES ROCK MULCH TYPE TO BE CHOSEN BY BUILDER ROCK MULCH TO BE INSTALLED AT A DEPTH OF 3- OVER 6 MIL BLACK POLY SHEETING LANDSCAPE GRADE BLACK VINYL EDGER TO BE USED AROUND FOUNDATION PLANTINGS PERENNIAL AREAS TO BE AMENDED WITH COMPOST/PLANTING SOIL TO A DEPTH OF 6- PIONEERawineming Coon Rapids Office nolmiMO Toan.m DECIDUOUS TREE PLAN71NG DETAIL LANDSCAPE NOTES .n< �nm.m. e•E as M. •Thl Ne p.al�cws+m`" vilTlb s •4 pN.I mWmY dm� bMEF Haw•°'s.. w... w.w •M aFcemMn mmw w•' " w :°ew mFF•ni ! Ie IEl N• {ry b pim:�Fg •'J.[Nvan wa aaila trtf nnE nol Ce .IdrtE. M e b a NiE�q E M 60�Y v X •1 gu�mlx aenYaMnT .mete o, u�. c•N �. lim � ��+mme mei'.�.e bit xem • m'NFe.°eme�q. pe, u�! in It% ei—�e.�.0 e. • Plml bl q. numMr Pmm m qe pkn .91 k. y.cMm>c•. •Comm a iP�a F9 �Ei°n : i.a Go iretdYa rbe be me. q.t s. im.,NE xe.. ba u �Iwvb 4m .io 1w�bm .11°oln] 25.m I�m� 'Ae bM bunl q. wnr. 'aP ^v �eEe• CONTAINER SHRUB PLANTING DETAIL o� GRAPRIC SCALE IN PEEL anm CAV-7 CAV-7 L- CAV-7 BUILDING A �.RW-9 --_ 'DI IT' ' now Kl I 1 11 l l \ 1 PISNEER�,1eming N alai: Coon RApid oll&eu (.dTllb�ln 14'In[tll M HOS-6 INS-11 SDD-14 MIW-8 ANNUALS AWS-15 ANJ-10 /WATERFALL TO BE DESIGNED BY OTHERS -OKLS- +w �_ GINS-5 16 GRAPHIC SCAR W FEEL PRELIAMARY LANDSCAPE PLAN Oayl DECIDUOUS TREE PLANTING DETAIL CONIFER TREE PLANTING DETAIL LANDSCAPE NOTES Ne „yNl Haled c1N 4 171:[ vii� yMMq me • mqM' imp m"la a n^✓esY'en i+�ekvi F • Stmm.a iv MwavY 51a1,. •i o[:.�a >p°.'.a�i sc`�.r°•,» p�mrn.. er.emrvl�� [.[ LmG[We Cmtrtulrc tlitl� 9+rmHa nev qml • ym .ntt - rot ° l f [m°. rto.�"v e"�,,.me �... •\ tG N l� rvN ° M Mr`pl�ungw m m a m.a . T,. aM a�Ma Met arc bcnleC xm. Ae Mn0a1.m :mim,r.. 25 1x1 xs Me lrtei Irvti CONTAINER SHRUB PLANTING DETAIL KEY 1COMMON NAME SCIENTIFIC NAME T ANTITY U B AIDING A AWA1SPREA19VAEA K BWADA'AW. I a POT 30 DEf>OWUS SHAM ALAI ANDORRA AN9PBI AA9PEAIB HORIZONTALAS AMIX)RRA AHKD RNOOOOONRBI 'ACID' AL NULA CARPAMBLUE OCICAMRDYAR 05 POT w 0ERgaF}I SHRUB AOt BLC NOS 03 POT a DEm110US O T AL POT ZZ PERIM CAV " COMPACT AMEWCAR WUURHUMZMB JAVA RM MEICEIA RMdDA 'JAVA 03M 39 I E UUWS SHRUB #3 POT 9 DECIDUOUS SHRUB JNS .MPANEaE W91E SIREA RASA JAPONICA 'JAPANpE WIVE P PDT ZP DECIDUOUS SNI MIL MSS KM LAAC NGA VMURNA I SS NW POT tB DEaDUOUS SHRUB PMI PEE- HWIHMN JHYDRANGFA PANILVLATA TFEGFE' iX 99B a DEOVUOUS SHRUB SOD STPIIA WORO DAYILY B MM S #I POT Y4 PERENNAL TSY TNAVIDN SPREADING YEY(nmus K YEBA'TAUNTONI' 05M 70 EVERGREEN SHRUB MONUMENT PIANDNGS _ - -- DCC BIOS auPS CAMPARUU cmPmu A CN AI 1CIPS M POT m PFIOIBaAL BSI KW STAR JUNIPER ,UIRPETAHS SCAU M TA 13LC STNC is POT 11 EVERGREEN Sl B KW KARL FOERSTER GRASS CALANAOIOSIS POB6W1[ 0 POP 9 PEREINIIL MOONBENI COEOPSS VIXUCIEATA V OONSEAM M=ER FI E6 M K WKBF11F9Eaaw POE 18 PFRB9ML POP 17 DEcuums 99INB PLANTINGSANINONY WA1W71 K BMAWA 'AW.' POT DECDUOUSSINE i BJIRAN E R NGSOWARKpEAN LAAC ON STMlY ALABFT POT 3 SHRUB ON STANITARD GLOBE BLE-9PRI1�I6.A FUNGOIS EAUG 6lABOSA Pm SYOOILB1E WN WEIGIIA FLOWDA WNUEY PERENNIAL POT 4 . DEODUOUS SHRUB BONE YDETIN NBURHUM BURNUM MNIA7UM ULM MUFFS! 03 POT 8 I DECIDUOUS SHRUB SEE SHEETS L7-L2 FOR TREE PLAN CONTRACTOR TO VERIFY OUANTITIES ROCK MULCH TYPE TO BE CHOSEN BY BUILDER ROCK MULCH TO BE INSTALLED AT A DEPTH OF 3. OVER 6 MIL BLACK POLY SHEETING LANDSCAPE GRADE BLACK VINYL EDGER TO BE USED AROUND FOUNDATION PLANTINGS ANNUAL AND PERENNIAL AREAS TO BE AMENDED WTH COMPOST/PLANTING SOIL TO A DEPTH OF 6" NO MULCH TO BE USED IN ANNUAL BEDS SIENNA CORPORATION LAKESIDE AT BEARPATH LS Dll F 7 t9HG V WND IMIVfi A@1NDAFOLIS.MN 55135 CIUNIHASW'R,NRNNBHDTA DECIDUOUS TREE PLANTING DETAIL-- •l+. L ur aO rwt na M a:. vMnnIFY u N. bj4 bin Y.Y a mrt,trnre m *: ve�:nit:r"ylo: ��mxa: � .e .vy. M A.w yevla m e. PNsmw er ea«. xo qml �,mNa men a n.tw.e my P.by me m w. eee cmyw.:w n w Imm.am. ' A �^mry mwa Fai •Slcndea �' f'a S km .voCaLLnwl wWwTs'..nw� of Fn Nu.sr ui .mm"I"m massy e. w.^ n m. M 4 Ib) mCcq. Onct to putN9 m a y y�� •4.ckuon sN .xi'w 4.e. rM m\ e. :IrtM 0.:1• Cactrxt> mwt 9wsmta bnQKl lv neen YneE yeY 2.1 -x a M.oxw[ u µMN 80 4?JI. cweNes� ma%+�. wvbtma 'tt.w. cm'.rvly aw w>mlw �.. qmi tl y� one ( ..Ynbir p hp �Oe em. lm~o:opmn:. o� :am tn. o .xn ewn: I oa,un M. wrw a i -vw 1 m,ea am e. wiu"M0. % •e am YnW.:nN m. naxr aa., ... mu a�n h n.m o.m .r. e� nw>,..•�en•: �Vrnce ].5 �wlyY�w�pn.IM b,nMlb W �N tlM Cy �Pwil^9 W�rv14�Ne.mnf [M.e N. N".'. CONIFER TREE PLANTING DETAIL CONTAINER SHRUB PLANTING DETAIL COMMON NAME SGENTIFIC NAME ROOT OUANTITY L ANTNnY .ARNEIt AEA X 0U11NDA 'AR' a PDT 12 DECOUMS s/tUB AM WA JJiflt MIPOI S FgR MUI!s AWK()RRA COMPACT AIEMCAN NBURNIAI Tp109A1 'WPACTA 05 M 17 DUNREEN SMUG #3 PDT 20 DE WS s 11 COIJIIOIJD % OWNDA03 POT 20 DEC S SNOB JAVA RED FLOPDA '.MIA MV 03 m NI DECIWWS SMUG S1FLA DVM DANLT01 POT 32 PETEMNIAL ENRCaav_1 sNU6 TANIWN >wIFAO10 )Xr AWS X MEDIA TNUII r 05 POT 22 SHEETS L1—L2 FOR TREE PLAN TRACTOR TO VERIFY QUANTITIES ( MULCH TYPE TO BE CHOSEN BY BUILDER ( MULCH TO BE INSTALLED AT A DEPTH OF 3' OVER 6 MIL BLACK POLY SHEETING )SCAPE GRADE BLACK VINYL EDGER TO BE USED AROUND FOUNDATION PLANTINGS UAL AND PERENNIAL AREAS TO BE AMENDED VATH COMPOST/PLANTING SOIL TO A DEPTH OF 6" AULCH TO BE USED IN ANNUAL BEDS m N 00 GRAPHIC SCALE IN F5EI PIONEEReming Com Rapids Ofl'xx � ::,. .a m),..I.e w.m Im q zq GRAPHIC SCAM IN PEET PIONEEReponeefing Mmnta=X.. Coon Rpidt Office Cmel.,gpysw sMv MnyAl.lq�. raml«n GMlmlm r.[:m.lm DECIDUOUS TREE PLANTING DETAIL CONIFER TREE PLANTING DETAIL LANDSCAPE NOTES •Tnb�n. bNbb.�tn tla vSttq caW[nAs Pve to WM[IFq [ M6 M rd� eb MyX ynlnq b b P!ebr'N q oNuc •Ib pml nC.N anJ b FJalal loll dWFg nn! mabu[IM Ps °om m.pkiW F N. � meM•e •M pml A. mWeqyl meal b. a1¢2erb ieuM n R M¢km AaadleVm al Nur.erynm-Imam 51dtldC fd .Vunvy 51a[k ie po:.ilns e Tellp'mOZW GMbP-16d mPel po mlee elc�EdililY le a �Mtl q.M c' 60 4P.X. •Toe Lm[e:q. Onbx:e) eAd' quonnln Aml mPivlt ac�NlmcelA eaY wn� .� ndUe line aypi�Fee' c 4roepm[Y Lebnn Me n� N 101 eMe cU+11 q.l Pe nuil[a Yonem Ine Pm NI t>e p.eeUe':a. g • IN[a : OivY. e! e¢tl dJtl� Ads °e Ina1dM wM m bsv aM Mrpa Nu: ¢. "s1vIN bn Ue !an%Jw pd F NM Ee[4 MP !n [atlruax YJN un]s n-.z y rt» N Msc 4xa nM MUC NGlue:e .L 25 Id1 FpNe Irez ru C¢nmt •R�e W2ca:��Met4on!NI Wi ^Yon N nR m� b the o.rd eF9 �'%e1 t CONTAINER SHRUB PLANTING DETAIL Mq=) KEY COMMON NAME SCIENRFlC NAME ROOT BUIDING B ANJ ANDCRRA�.4NiFRUS IIOIBONTAU3 *0DUNA POT ' EYDt9E�1 9" CAV (i5 COMPACT AMENCAN NBURNUM_LNB11RM1Y iRIIABUM YAIPACTA GCIDRAME SPI�SPIRAEA K WMAIDA_'GCIDFLAME RED PRINCE WEICELA IGEIA ELCMDA RED PRINCE' POT DECIOIIWS SNUB POf DEGWWS 9GtIlBRPVt PDT WINDOWS SHRUBJNS J ANESE WNIIE SPNE NtAU UAPWICA'UAPANESE *6117 POT j40 DEOWWS SIIRLIRMCI MISS CANADA LNAC/SYRMGA PRESTUNIAE'MISS CANADA' POT OECIWWS SHRUB MKLMISS KIM LILAC YRNGA WWRNA'MISS KIM' POT DECIWWS SIRUBHMA, HEU MIDSET APBOIINTAE UJA OCdDENTA TIETZ MIDGET' PUT EVERGREEN SHRUB SDD STEW DTIRO OAl1.1LY/HERMOCAWS POT PERENNIAL TSY TAUNTON SPREADING YEW ATLAS X MFDIA TAUNTONT POT EVERGREEN SHOD HOSTA OAIOTN ON NORTH SIDE AMO MOST A'AUCUST M00M RIM 300 PERENNIAL NNO HOSTA A TOmWSI1 RED& R11D IOO PERENMAL _ HINDI NA IRMA, STAIDAIm' PIIM P30 PERRIMK . RID MOST A A PLOD 760 RRENNIAL HM MM A PLUG I I RAENWN SEE SHEETS L1—L2 FOR TREE PLAN CONTRACTOR TO VERIFY WANTITIES ROCK MULCH TYPE TO BE CHOSEN BY BUILDER ROCK MULCH TO BE INSTALLED AT A DEPTH OF 3" OVER 6 MIL BLACK POLY SHEETING HOSTA GARDEN TO BE MULCHED VWTH SHREDDED HARDWOOD TO A DEPTH OF 3- LANDSCAPE GRADE BLACK VINYL EDGER TO BE USED AROUND FOUNDATION PLANTINGS ANNUAL AND PERENNIAL AREAS TO BE AMENDED WITH COMPOST/PLANTING SOIL TO A DEPTH OF 6- NO MULCH TO BE USED IN ANNUAL BEDS GRAPHIC scAU OF ever ` �"�- __ \ •.—/ ( _ /_ -_ _ i - _� _ -�- ---} _.r._-.<- - _ _ -� ' . 04 / ` n - a J�, .. `➢'`� /ram / ..• / -1 -� .• J TR 6 TR.�• / / R 2 �- -� •ems / yI• i i I19i •moo ` �-�• : �/ �r33/ t _ 1'\\ TR�YJ\ REMOVQ PMNEEReneng ;.'.°,,, AT�Aao� xe�gnr, omu .. .� ,.Q — SIENNA CORPORATION TItl of 3 wm: a.�3. TREE PRESERVATION PLAN e9,o.vcwce�vo.surrecoe LAKESIDE ov�.e>iATH WO MPPiFSOTA SUM _"",� J//rs�-_�\'�;//-� � �\� '�i-/ice% � i--_�\ \` woe--- _—--T•T� ��-== ^ \ �--' \\ \ I / /:� orb —'- �� rir- i } .1 7 s �__ ':':":sF>`t •*i'� .¢ .`FoS �.' -\ }` \.. �.a sq�. . w a2 - � )l//y 5� / i`-- TREE CANOPY SAVED 79 ? - _ 5 / /�� i :�� ..}} �+-�__ _ • / j GRAPHIC SCALE IN FEET 7 .lIf y 41 41 / / > I / PISNEEReneItee7ing ,... �.a.—••—'a .� SIENNA CORPORATION talon x<ignn 0ffiw �"'„�:>o,;„;, tl.>.,.i.....1 LAKESIDE AT BEARPATH TRz of 3 aww-nn.eaiaa nmnsiao .ere+.m .gym ww.u.r o.w o..e w TREE PRESERVATION PLAN �®w2�n�inua�iA>'�BB TREE LIST s f FE TAW N T1PE Shoals10M STAM TM/ Ng IYPF SRLL4 WTRS Cr.Ni Sam TREE o��-�/�� Will In In In In Ulm In Ell IE7�■-� F3 ©E/-� 13� DO-� F3C�.-" 0■-� F3 IOw.L^R'•1•.�� F3w.L^R:�.Li.f"� ©Fg t 0.- F3 0�0©-� .- 11E �t 7 rl 19 1:313 iiffT7D- ��CT"1^7.-� Ell a ©�Cr•rc^�t•/� O10 �[B-0 ImIn p.-0 ©�nA..+.. mI11�rn^a+e+�.� O�GIAE'7e. ..7/- 1171 Ell E3i�D�mm 0 �m-mm Mm PIONEERenoneering _ •m Mwaota Nelgalt Dffie N.aiiw nsu n>�m ��o / an TREE f TAOa N. iYrF STETS NOTES SPANS o11®�D-0 I�favD- D�vO- I� Off 111EE / NEW • ` ® 11 1 • � ma � - Nn1N veo awN Nws caxmsc*d Swan vaT wm me oesr�.r d art m N.e.....aw no®�ra..cass aW�. sx.sN ASAS. uo This ewrzrnd uuwas. .vorzcNx nsa N mum wma a m an .a mc�eimbH wmoio wmr d .mia�m.w�wa arm M cdsnr.rrt � aMn . T -clot +m N rrm m 9wl IS VINR d M.S Yu.N W Auux 6 mvC unmeus r YB W HOC D dal wo C[ .Rot -f N4uicvbx lNS YGR .T MM-IOaC JM N�CWn T N Wm..mArzLY, a}GwNa W. i. Ao'-mC vt ono a.sro wm � d Nvpd.dr arcs LEGEND Tree to be Seved rR Tree to be Removed Off Ste Remove -Included in totals 099 OR Ste Save -not included in totals Nnu-significant Sawnct Included in NSi tads Non -significant Remve-not included in him tads 0ENS; OR Ste Nwr--sigrufimnt Savant included n totals OR Ste lbasgrificaht Remuva- ot OS'JSFl Included In tads Tree is located within OIY Flight of Wet FOOES Non-signilicant Save -not Included in totals FXWS Tree is located within Oty Right of Way Tree to be Saved not Included in totals D Dead Tree BASELINE CANOPY COVERAGE FOR HIGH DENSITY RESIDENTIAL = 24.2% FORESTED 6.3 ACRES BASELINE CANOPY COVERAGE (SAVED) = 34.9% 2.2 ACRES BASELINE CANOPY COVERAGE (REMOVED)= 65.1% 4.1 ACRES REQUIRED REMAINING CANOPY COVERAGE= 20.0% 5.2 ACRES CANOPY COVERAGE NEEDED TO REPLANT= 3 ACRES REQUIRED MITIGATION TREES = 121 TREES REFER TO LANDSCAPE PLAN FOR PROPOSED TREE LOCATIONS PROTECTED ROOT ZONE MIUIfC1m= 1 =1101c gams � a TREE PROTECTION FENCE Iflwr wnr:T roc uNn wear ss ra,: C— LAKESIDE KNOW ALL MEN BY THESE PRESENTS: That Sienna Corporation, a Minnesota corporation, fee owner, of the following described property situated in the County of Carver, State of Minnesota, to wit: All that part of the Northeast Quarter of the Northeast Quarter ana tn,:: pal l of Government Lot 1, of Section 24, Township 116, Range 23, Carver County, Minnesota, which !ies East of a line drawn 641.67 feet West of, measured at a right angle to and parallel with Vie east line of said Northeast Quarter of the Northeast Quarter, and which lies South of the followinc, described line: Commencing at the northeast corner of said Northeast Quarter of the Northeast Quarter; thence South 00 degrees 20 minutes 00 seconds East, assumed bearing along the East line of said Northeast Quarter of the Northeast Quarter, 386.54 feet to the point of beginning of the line to be described; thence South 77 degrees 17 minutes 36 seconds West, 656.93 feet to said West line of East 641.67 feet thereof, and said line there terminating. AND Outlet B, NORTH BAY, according to the recorded plat thereof. Has caused the same to be surveyed and platted as LAKESIDE and does hereby donate and dedicate to the public for public use forever the boulevard, and road, and also dedicating to the public the easements as shown on this plat for drainage and utility purposes only. In witness whereof said Sienna Corporation, a Minnesota corporation has caused these presents to be signed by its proper officer this day of 200 SIENNA CORPORATION as STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 200_ by as of Sienna Corporation, a Minnesota corporation, on behalf of said corporation Notary Public, My Commission Expires Northeast corner of Section - 24, Township 116, Range 23. (Cast Iron Monument) I ,-Point of Beginning � V0 386.54 279.05 0 Draiange and Utility Easement ") S00"20'00"E — — — — — — — A Lp v 63.53 <_ R=131.00, ------ _> p A=27047'04" C.B.=N38°03'17"W I ' Tl / 0i 71 1 i� > / -i �i OUTLOT D rya C 1 Ti ) NI 1 )> I hereby certify that I have surveyed and platted the property described on this plat as LAKESIDE; that this plat is a correct representation of the survey, that all distances are correctly shown on the plat in feet and hundredths of a foot; that all monuments have been correctly placed in the ground as shown or will be placed as required by the local governmental unit; that the outside boundary lines are correctly designated on the plat; and that there are no wetlands, in accordance with section 505.02 Subdivision 1, or public highways to be designated other than as shown. STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this Rothenbacher, Land Surveyor, Minnesota License No. 20595. Terrence E. Rothenbacher, Land Surveyor Minnesota License Number 20595 day of 200_ by Terrence E. Notary Public, My Commission Expires COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this By. John E. Freemyer Carver County Surveyor County, Minnesota COUNTY AUDITOR, Carver County, Minnesota I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of 200_ Mark Lundgren, County Auditor By. Deputy COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of LAKESIDE was filed this day of 200 at o'clock .M. as Document No. Carl W. Hanson Jr., County Recorder By. CHANHASSEN, MINNESOTA This plat of LAKESIDE was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this day of 200_., and is in complience with the provisions of Minnesota day of . 200_ Statutes, Section 505.03, Subdisvision 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statutes, Section 505.02, Subdivision 1. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA By. Mayor County, Minnesota r- A ) �� A T 1 1 i L,) n A n n 1 T 1 n n I East line of Northeast Quarter of the Northeast East line of Gov't Lot 1--, Quarter of Section 24, Township 116, Range 23. S00020'00"E 2188.01 5 1 — — — Droionge and Utility Easement S58 55'04"E ---- 46.1U<.= A R=460.00 u A05°43'46" OUTLOT C 4 3 2 1 r. 0 '° ` OUTLOT B / `got N ' / oc �'o / .——----------------—-------- r OUTLOT A I � R ?000 °�ry ,;�y' °�\ °e _ Ate' JLlh---__ 1\�� \�/i °i'vtiai / D3oyye, ry {Q) SEE INSET 'A' i o By. Clerk v\ 66�el / -r- 't•' -) I L_ E 1 r �1i / F\ r v n r v E C' 1 r'1 I E \ C�East Quarter Section-_ East line of Govt Lot 1-- corner of 24, Township 116, Range 23. S00°3839"E (RLS 17255) 190.00 93.74 � 4 % 0 21 175.00 0 - r TAT J ia� yo / 1\ Shoreline of Lake Riley, as field located. / S /C, Ro 00 0Sg00 Line / FOR DETAILS 0 OUTLOT H 0 4 / 20.07 ��0.9- / o °A'�' I �1 �-�- '"N00°00'00"E i (SEE SHEET 2 OF 2 SHEETS) — — _ s a�, / h .� ca 1` \ r i z h 0 aajah /I / � y '� / OUTLOT F I 0UTLOT G ,SAS; r-I I 3 1 1 ! R'b�s0 ° OUTLOT A ' \ �I �(b WETLAND OUTLOT E 11 10 9 8' 1C, /1 -Y/ c lb 00 0' ?'y j o°o F ci mkryy o 0ro �o o). 0 �o a 0/ ro^ No �o 0�1� BENCHMARK: Top nut of hydrant located on the North side of Lyman Boulevard f160 ft. southeasterly of the intersection of Lyman Boulevard and Lake Riley Road East. Elevation = 886.79 (NGVD 1929) DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (Not to Scale) o_ O1 Being 10 feet in width, adjoining right of ways and Outlots unless otherwise shown on this plat. cow / J c° ore oe �i �° P'b 3 2 1 \ 63.05 ----- 90 / R=550.00< i oo � ° io e• i S00°20'00"E 0=06°34'04" `w Sao oQ 0000a c �IT1'OFCHANHAS N 354.41 It 41.36 30�� c,C Oo ` G��L0119�DD SE 1 1— R=470.00c' 0 _ o R 12 0 R=11, `- o LAKE RILEY ton ROAD EAST a05"02'29"l / F �" 134.83 2 N-36°14'56" 1 n 521.41 _� OCT 0 4 200 RLS 1725.' ' 1372.66 o 'A RI'E" o ROAD CA`"T ) ° ry°"� 'V s ( West line of the East 641.67 feet of, 1 30.00 ft Utility Easement in i ") `- `- ' 11 "^" '_^J' ro � 3 I z E the Northeast Quarter of the �� '� favor of Minnesota Electric S00°20'00"E �. — — — 7L NO M I NGINEERINGD 1 \ - /�, C West line of the East 641.67 feet NOr� 1 ro �r yal+l EPF Northeast Quarter of Section 24, Cooperative created in Book 43 I J� ` of Government Lot 1 of Section oa O' n- Ib . 0 Township 116, Range 23. \ of Deeds, Pages 398-399, and I ! _` 24, Township 116, Range 23. ca% U W)N I -Survey Line 1 modified by Doc. No. 67379. `CC �, H F; _ n I/1L)TI 1 n vi 7-in n�� U0 _� z {m Ingress & Egress Easement per 1 VVI S 1 rl Lj!'1 1 ,.I-\U ALJUI I IVl v A 1/1 -)TI 1 A \/ 7n In A nnl Tl/ln 1 1 S/ n In L)TI 1 1 A �/ 7n In A nnlTl/Vn I 'C Q C� I 1 Y\Jh I r1 L71n 1 tI VU )"IUUI I iVl v �~ �, 1 vvl S I r7 L.n l �1 vU llUU1 l Ivl v C I Doc. No. 199506 117.16 1F I 60 I N00°20'00" o II a — .IV" GRAPHIC SCALE 1 / 100 0 50 100 PI 8NEEReng'ineering C1VR.ENGMFAS LANDPLANNERS LANDSIIRVEYORS LAFDSCAPEARCMTECI'S A 7 6 5 4 ( IN FEET ) 1 inch = 100 Feet All monuments required by Minnesota Statute, whether shown on this plat or not, will be set within one year of the recording date of this plat, and shall be evidenced by a 1/2 inch by 14 inch iron pipe marked by RLS 20595. Denotes Restricted Right of Access dedicated to the State of Minnesota. ODenotes Carver County Monement Denotes iron monument found O Denotes 1/2 inch by 14 inch iron monument set and marked with license number 20595 For the purposes of this plat, the east line of the Northeast Quarter of the Northeast Quarter of Section 24, Township 116, Range 23, is assumed to have a bearing of South 00°20'00" East. SHEET 1 OF 2 SHEETS INSET `A' LAKESIDE East line of Northeast Quarter of the Northeast S00020'00"E East of Government Lot 1 of /--Quarter of Section 24, Township 116, Range 23. t-2188,01--► -Section 24, Township 116, Range l 23. 215.08 894.78 l tODrainage &Utility Easement_ S09°21'53"E i N over all of Lot 5. �'-�-'11.94 � 43.00 43.00 43.00 43.00 86.00 - 86.00 -' w N00° 51'29"E N00° 51'29"E 6PJ y A w M I OUTLOT C 00oCq � M MM ��co .'Ma I m- 0 4 0 3 PO 2P `� 2 P 1 �2 ^h t, I V 'oo vooi - ro N_ '-0) - m �v F I V N0 In Z 0 N z o Z 0.4 11 °I° N00° 51'29"E N 40:4 71), 86.00 N00° 51'29"E ^\ pia 43.00 43.00 ` 43.00 43.00 - - 11.O i \ 0-_----------- /-� 1 1 60.41�` 45.13 66.00 54.64 51.14 90.84 56.51 63.21=16°54'05" T 202.99 49.77 44.44 105.53 15 / - l N00°20'00"W 1 R=2520.00 ' N00°49'46"E 59.55 N00°20'00"W R=770.00 1 R=330.00 ' R=770.00 N00°51'29"E 3"fig iL=01°09'46" OUTLOT A R=830.00 NO3°16'S3"W{ p=04°12'17" baj5,`O Gpc^ t i Draina e & Utility Easement A=04°O6'39" A=0742'59"�I=0442'12" '--- Drainage al 5 19.66 over Utility Easement 2g tit�10,90.' over all of OUTLOT A. 1 ��' i N00°51'29"E OUTLOT A. 4R3?p08 Q�1S ^a .y0 h O 1 0 50.33 - - - - - - - - - - - - - - - - - - - - - 49.77 `. 90.84 _ 53.57 49.83 59.92 0 N00°51'29»E =1 1°24'33" ?�4' ,5 14 0' ro ,p O N5 1 - 202.99 ` - - N00°20 00"W R=730. 00- - - - - R=730.00 �1 85.87 1 a / 0! prypa 10�-R=248a0 N00°49'46"E R=87000 NO3°16'S3"W � R=370.00 R-462'00 4S" 22940, � Oo e A=04°12' 17" p=07°42'59"=04 42' 12 "DO E- o 0 0 92.00 1 o Q g �_ , 2 0-04 06 39" _ _ won 0 p0- tf ��Z08 g•��v - -rf 72.83 0 �i 7j„ Dy1 ^° / 6 s50 ZN aD o�� No c �0� � e �=0901'S8' - � �> °0 � � � �c''CVJ•� � 4� / Al oo 0 0CL 0 o y�9 �ry�h 9RS R 4� e0 / v h h� p oo a 0� �� ca I Oti '� 30� 4 /'v r I d �' o ry 18° R S) OUTLOT Hege°0 O19 , M o!N aomA to N15�1'4 z° r^ao55'1Fj00i o cMv n n 11 D 1 j21 3 f I I va o 9.29'58" Ft�%-C '1',Jb,oO �n i11� 4 N -� �' iNoy D3160.00_-----�1� °� sr6 07045'10"E SO4°09'02"E N05°49'18"E 7 via ��1030 609 ° i3 '� 0 111.40 S00°31'07"W I 1 � i 'S `4 \`rm ° 178.00 195.27 00 ae3j 34 0 ; IIY i o ase rent I �r`49 yy DO \ 9B 6 °& B\ T ,� A ° °" ° 30itYU Lot P I G0D 1'I�, 0h / e & at 0 v g �o OUTLOT G °�y O/ Ocairoget all a=12°55'28" \ `J ry�Yrd/ �+' IR=173.00 1\84.60,^0I v� 90'�0 1s\ .. / 30,OUTLOT F 7.12 ,°j�2 1' R-13.424�7'07"W 4" 'C / 6 p d� O O 9.04 I- \\ P�2SRbj, \e�Op 541 '4, �Q''g11 r ^ / I" "°ham �25°53'100'=i G'0� 6,"\\ // oRy�c` \ �0JjSS22, 8.1 r I V ° N _ o°oe 4j444r Jr.OB�S21 ? i �o R?'6 0307» v 0=14°43'20 --- 61g23 00/10 0 1 �\ //oC, F �AryO 4� �T 139.91 - - - - - - - - - - - - - R=3806 - p=95�6 2 2g2S�9\ Li<° �o�cc \ R 0 6 a \ 0 \4° 3g» l--500°03'30"W---------- 97.6 4" \ M M / h 3_1R ?6' W 244.96 o co I \ cV 4j \\ o SS4°003"% Ce R��?^ \\ �III°�° �^ SJ6�99� `l, l ;� OUTLOT A S33 �O S ` R �6703�27" i Drainage & Utility Easement p=1443'020" p=105 °72' 08 0 O\ 00 over all of OUTLOT A. S00°03'30"W R=420. 03° A. p\ 62.76 0 148.79 244.96 107.94 N 0 1�LN =05°12•01 »v=07°21'26' 86.03 so 20'00"E 178.00 50025.28 '00"E p P\ `L ` c) 1 1701` \, 47.OD 42.00 42.00 47.00 47.00 42.00 42.00 47.00 C< S 000 33' 24" W 178.00 _� " 3 3 3 3 3 3 3 3 3 3 0 8 0°0 7 00 654 00 0009 0 C1(SN in Oa aa" C Eo ID Co m �a° W° a OUTLOT E 00 Co 'a 00 0* N N 1 Z 47.00 42.00 4200. 47.00 47.00 1 42.00 42.00 47.00 Ial o_� Z - 11 1 AB32 ` = Drainage & Utility Easement-, O X 9\ � �� y0 �0\ R 24°I8'3 ep0/ v 3 c62 an ° o �io .7� o g °40 " 1Lyh 00 ry N. D_Ri,.yO' W LO o u ;t0 OD aMa', R 705004�',% &oagoy00o in N ci� II o 45.47 N00033'24"E 178.00 `- N00°20'00"W 178.00 ; R=120.00 11.55- N r-= '_ N89'27'55"W 1 12 12.57 `er 1p5 E - 0 12 C.B.=N87°46'41"E�'5 4'1 ` �0 S1 t 0 a Drainage & Utility Easement S00e4Q'5 So 20 50.42 95. ,00 7.2524051' 221.75 over all Lot 12. 494.67 0=18°38'14"` , -- R 361acj , E@sr 1372.66-- 6-527°1 ce°2°°0 West line of the East 641.67 S00°20'00"E West line of the East 641.67 G' SBA feet of the Northeast Quarter i i feet of Government Lot 1 of 9bg 30.00 ft Utility Easement in favor of Minnesota i i A of Section 24, Township 116, Section 24, Township 116, Range p, Range 23. Electric Cooperative created in Book 43 of Deeds,-' 23 /y Pages 398-399, and modified by Doc. No. 67379. P19NEERengineenng �a GRAPHIC SCALE 60 0 30 60 ( IN FEET ) I inch = 60 Feet 0 7.00 42.00 36.28 l 0 W s- m o0 0 3 00 2 00 0s of 00� 00e �1 a �r Z �I N N 01 N N00°20' 00"W 136.00 , 47.00 42.00 47.00 ` O Denotes 1/2 inch by 14 inch iron monument set and marked with license number 20595 All monuments required by Minnesota Statute, whether shown on this plat or not, will be set within one year of the recording date of this plat, and shall be evidenced by a 1/2 inch by 14 inch iron pipe marked by RLS 20595. For the purposes of this plat, the east line of the Northeast Quarter of the Northeast Quarter of Section 24, Township 116, Range 23, is assumed to have a bearing of South 00°20'00" East. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (Not to Scale) 0 0 r- -------------�--- Being 10 feet in width, adjoining right of way and Outlots unless otherwise shown on this plat. SHEET 2 OF 2 SHEETS [.1.rM[.yrse OUTLOT OUTLOT D LAKESIDE 4nm OUTWT F ZHUM"T110AD OUTIAT A OUTLOT E 11 10 9 8 7 6 5 4 3 2 12 12 LA PAST L iT RtF' WAD EST I � / / +' �J VOID Gv CITY OF CHANHASSEN AL RECEIVED .r IV 'PT 0 2 2006 CHANHASSEN PLANNING DEPT GRAPHIC SCALE ma 0 im zoo w yr l z0a eR� IPISNEERevneenng SCANNED AREA PLAT LAKESIDE VOID CITY OF CHANHASSEN RECEIVED OCT 0 2 2006 CHANHASSEN PLANNING DEPT PISNEERengineering CIVILENCRJEERS LM' PLANNERS LANDSU VEYORS LANDSC.SPEARCFRPECI'S GRAPHIC SCALE 100 0 50 100 ( IN FEET ) 1 inch = 100 Feet x VOID LAKESIDE KNOW ALL MEN BY THESE PRESENTS: That Sienna Corporation, a Minnesota corporation, fee owner, of the following described property situated in the County of Carver, State of Minnesota, to wit: All that part of the Northeast Quarter of the Northeast Quarter and that part of Government Lot 1, of Section 24, Township 116, Range 23, Carver County, Minnesota, which lies East of a line drawn 641.67 feet West of, measured at a right angle to and parallel with the east line of said Northeast Quarter of the Northeast Quarter, and which lies South of the following described line: Commencing at the northeast comer of said Northeast Quarter of the Northeast Quarter; thence South 00 degrees 20 minutes 00 seconds East, assumed bearing along the East line of said Northeast Quarter of the Northeast Quarter, 386.54 feet tc the point of beginning of the line to be described; thence South 77 degrees 17 minutes 36 seconds West, 656.93 feet to said West line of East 641.67 feet thereof, and said line there terminating. AND Outlet B, NORTH BAY, according to the recorded plat thereof. Has caused the same to be surveyed and platted as LAKESIDE and does hereby donate and dedicate to the public for public use forever the boulevard, and road, and also dedicating to the public the easements as shown on this plat for drainage and utility purposes only. In witness whereof said Sienna Corporation, a Minnesota corporation has caused these presents to be signed by its proper officer this day of 200— SIENNA CORPORATION as STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this _ day of . 200� by as of Sienna Corporation, a Minnesota corporation, on behalf of said corporation. Notary Public, —_ County, Minnesota My Commission Expres Northeast comer of Section - 24, Township 116, Range 23. (Cast Iron Monument) (R-Point of Beginning Ls zozsl) — — — — � � - - 265.42 386.54 Draiange and Utility Easement N00020'00"W— I "1 � 63.53 z' \p L 1 v L_ CITY OF CHANHASSEN RECEIVED OCT 0 2 2006 CHANHASSEN PLANNING DEPT ►I OUTLOT D cc 40 ern N L6 OI �02ml 11 KNI 4 1 :0 r I hereby certify that I have surveyed and platted the property described on this plot as LAKESIDE; that this plat is a correct representation of the survey, that all distances are correctly shown on the plat in feet and hundredths of a foot; that all monuments have been correctly placed in the ground as shown or will be placed as required by the local governmental unit; that the outside boundary lines are correctly designated on the plat; and that there are no wetlands, in accordance with section 505.02 Subdivision 1, or public highways to be designated other than as shown. STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this Rothenbacher, Land Surveyor, Minnesota License No. 20595. Terrence E. Rothenbacher, Land Surveyor Minnesota License Number 20595 day of 200_ by Terrence E. Notary Public, My Commission Expires COUNTY SURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this 1- A -7 r� A T I I E: C_n r\ n I r l East line of Northeast Quarter of the Northeast --Quarter of Section 24, Township 116, Range 23. I OUTLOT C I I ,•iylr�•yr.� o J / 0 SEE INSET 'A' \\ r FOR DETAILS r (SEE SHEET 2 OF 2 SHEETS) ' o z /\ 03 \ 1 \ SySys.Oo \ 1 ON-4 ° J \ 3 ° rn� n S00020'00"E 2188.01 By. John E. Freemyer Carver County Surveyor County, Minnesota COUNTY AUDITOR, Carver County, Minnesota I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this day of 200_. COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of LAKESIDE was filed this at o'clock M. as Document No. Mark Lundgren, County Auditor By. Deputy day of 200_, Carl W. Hanson Jr., County Recorder CHANHASSEN, MINNESOTA This plat of LAKESIDE was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this day of 200_., and is in complience with the provisions of Minnesota day of 200_ Statutes, Section 505.03, Subdisvision 2. All monuments will be set as specified by the City Council and as stated on this plat, according to Minnesota Statutes, Section 505.02, Subdivision 1. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA A n V Ll 1 I 1 V 1 v East line of Govt Lot 1--\ 1 By. Mayor B y. ('J 66 4,r/ L /``• r�� I \ 1 L L I/ /(IJ East Quarter corner of Section-_, 24, Township 116, Range 23. \,+ (RLS 17255) l� 5 0 , .,T .v y 1 n— — _ _ Droionge and Utility Easement S58°55'04"E �� ,\0 1 / — — — O T �. . OO 42 W ' �O5°43'46" 4 3 2 1 ^ 0d d- ali\v `./i \ r / 00 1 e ti / / RR00 $40 Ro 40• h O 4 0. 3 43. �\ 200� oao �/ O/ ss, ?9 // rLO a ✓`gyp o,^ / J"" �� / /Xv ----------- \� 11�'ho'o, wry/ °,\°c/ ti�o�/ >� OUTLOT F � I \ — — — — — — ��`_ OUTLOT A I _ — — — — — — — — \ ---_f / fe 4 ILO / �• / 'J 0UTLOT GCV '7 Ora rb. I / c` o Pb A 0 �a Oq�� ro rV4Q' ;` 00�p nJ �a' O0 O cQo�eOc 7 6 5 4 3 I 2 1— 63.05 ----- w R 550 DO----- / o° o � S000 icy 20'00"E 0=06°34'04" 354.41 �_.M36 ---1/ 1 0--- '------� -- 2 12 --- o R=155.00J R=4,70.00c'` o/ 134.83 A36°14'56" Y M i•dTCF Rai 521.41 ROAD EAST aD5°02'29"1 " �1 (RLS 17255) / I 1372.E V I O I A O ROAD • r-r yh ` rr KE RILEY. 1 ROAD &,J I a West line of the East 6f the feet of, 1 I favor ft Utility Easement in I — Ca 3 the Northeast Quarter of the \`� 1\ favor of Minnesota Electric S00°20'00"E �A West line of the East 641.67 feet-%J� iy O °j (� �C nl H Northeast Quarter of Section 24, Cooperative created in Book 43 �'JQ of Government Lot 1 of Section °CI. O• I�_ ioN '� Township 116, Range 23. of Deeds, Pages 398-399, and ��" a 24, Township 116, Range 23. �o m - -t 1 \ modified by Doc. No. 67379. i / F(/ �y q �ti N F- pt 00 (0-1 I A \/ iL)n A nnlTl/'ln 1 n In- TI I A \/ n In A nnlTl/\n I / �^ , 0 Z {ID 1 V Vh I r1 Lin t . I \V nVVl 11v1 V Li ,..[ rJ ('J n ll, L-)TI I A \/ 7n In Llui I Vln 1 Q (� I 1 vVl \ 1 r1 C.°n 1 L_I vV nVUI I I VI v �� C\ 1 v Vl \ 1 r1 C:n 1 L_1 vV nUUI 1 I VI v \ y I 1 I �� ' 117.16 �?�`v N00°20'00"WS .-I ii I 1 / �N 40 WMI.AND d Cb OUTLOT E 11 10 9 8' OM r p 4 n1 I ,v PISNEERengineering CIVE.ENGNEERS L.MDPLA.NNF.RS LANDSLRVEYORS LANDSCAPEARCHITECPS Ingress & Egress Easement per Doc. No. 199506 Aa GRAPHIC SCALE 100 0 50 100 ( IN FEET % 1 inch = 100 Feet Clerk r r A T r L n L East line of Gov't Lot 1--\ S00°38'39"E } 175.00 �� ` , , r v .i ' cp 1� Shoreline of Lake Riley, as field located. BENCHMARK: Top nut of hydrant located on the North side of Lyman Boulevard ±160 ft. southeasterly of the intersection of Lyman Boulevard and Lake Riley Road East. Elevation = 886.79 (NGVD 1929) DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (Not to Scale) O O Being 10 feet in width, adjoining right of ways and Outlots unless otherwise shown on this plat. All monuments required by Minnesota Statute, whether shown on this plat or not, will be set within one year of the recording date of this plat, and shall be evidenced by a 1/2 inch by 14 inch iron pipe marked by RLS 20595. Denotes Restricted Right of Access dedicated to the State of Minnesota. ODenotes Carver County Monement Denotes iron monument found O Denotes 1/2 inch by 14 inch iron monument set and marked with license number 20595 For the purposes of this plat, the east line of the Northeast Quarter of the Northeast Quarter of Section 24, Township 116, Range 23, is assumed to have a bearing of South 00°20'00" East. J rIGGI I Vr c JrICG IJ INSET `A' East line of Northeast Quarter of the Northeast Quarter of Section 24, Township 116, Range 23. N .i L- LAKESIDE S00020'00"E '-%1 RR ni OUTLOT C „, I L I '00 iinO ors 4Mv - - - - - - - - - - - - - - - - - - - - -- 11.00- / I i 54.64 N00°20'0C / bj k � Cr yh a-v-'� / D g 6200 0 \+/ � c 00 oC / / D 0o 0 c 0 f f Io CV CV mop Nto OujN 0 00 a100� W Ira 11 N�Q ll�d 1 Qe \ Q 19 SA)� O �O N46'o�,__.,N \ 3 O it. /y CB\ y Be O S \ \ �01, R ? ?6 3384W \ SS QOO 46 PIONEERengineering CIVR.ENGLNEERS LANDPLANNERS LANDSURVEYORS LANDSCAPEARCHI'I= OUTLOT E West line of the East 641.67- feet of the Northeast Quarter of Section 24, Township 116, Range 23. r 90.84 56.51 444.4 - N00020'00"W R=770.00 ' . I A=04i2'17" IA-n a' Drainage & Utility Easement 1L]=U4 VO �y over all OUTLOT A. OUTLOT A 50.33 (Tt _____ 202.99 ______� 62.4��49_77 2480.00 - N00°49'46"E - R=870.00 IJ03°16'53"W �� 31009'46" A=04°06'39" I:on o M O N 7 N w a c c ZZ«� I OUTLOT F w_ �( o-�N I 00 a 6 C I m 1 1 r1 i, Lr.m+L 1 o 0 3 Inl I N ✓ )OOr I 53.57 R=730Z0 A-0412' 17" 1 East of Government Lot 1 of -Section 24, Township 116, Range 23. O 'R Drainage &Utility N over all Lot 5. 43.00 43.00 S 00° 51' 29" W w w 3 M° O M M M 00 43� v°p m no 1n m Z N00° 51' 29"E �S 43.00 43.00 f45.13 A= p=04 42' 12" I _ 19.66 %_N00°51'29"E 59.92 N00°51'29"E r R=730.00 �_ 85.87 A=04°42'12" o reffy-VTRYM 7.12 �n '/ r- L/ I A A r- A I r R=13.00 t7 �-/ v L I\ I V IVI L I V 1 Qr31021'40 9.04 41=1243'27" --R_630.00 p_i4°43'28" _ --- 4, 129,2 139.97-------------S00°03'30'W---------- R=380.00 97.66 0=953624" Q,; 0=1243'27" ;Drainage &Utility Easement OUTLOT A p=1443'28 p= OS 1 �20je R=670N 00 over all OUTLOT A. S00°03'30"W _42Q,00 R 420' 62.76 244.96 1 _ - 20'00"E )5�2'0186.03 0 S00°20'00"E_ 178.00 125.28 _ _ 17.12.00 42.00 _ _ _ _ 47.00_/ _ _ 0 7.00 42.00 36.28 24" W 178.00-° 3 ip 3 ca 3 tp 3 3 O O 3 O 3 O 3 m 3he O 0 0 0 0 M ,� 3 O O M O M 11 �N l0 "60 9 O M MO 8 00 O O �0 7 "60 O O 6 60 5 O O �� 00 3 O 4 3 O 0 o 2 �� o0 n m Co 'a �0 a0 N m QO W a0 00 0- 0 log a) ° DO O I m Co al 2 al O 0 Co Co a s Z Z al Co Z W co 00 Co In In Co VI co (n Co o- I Co N In eo oo Z W v°p N00°20' 00"W 136.00 Z 47.00 42.00 42.00 47.00 47.00 42.00 42.00 47.00 _ 47.00 42.00 47.On 178.00 a N00°33'24"E - / 12.5-1 : 2 178.00 N00°20'00"W ` 1150` R=120.00 11.55 A=05°30'48' a Drainage &Utility Easement 500°40"�8"E �� 500°20'00"E C.B.=N87°46'41"E 50.42 1 over all Lot 12. " ^ = a GRAPHIC SCALE 60 0 30 60 ( IN FEET ) 1 inch = 60 Feet West line of the East 641.67 feet of Government Lot 1 of Section 24, Township 116, Range 23. O Denotes 1/2 inch by 14 inch iron monument set and marked with license number 20595 All monuments required by Minnesota Statute, whether shown on this plat or not, will be set within one year of the recording date of this plat, and shall be evidenced by a 1/2 inch by 14 inch iron pipe marked by RLS 20595. I / o 17 00 r 0�0 °M 210 o � Sri M �GD 4 i ro O Oa- N �7 WLO 00 �0aon° rn�, In m10 or, , '03 ) It: R_1C NN oV uo 45 Al,Iotrn 4* T. Ft �4 74` 2440,51^ .25 )t"S09°21'53"E c5 43.00 43.00 S 00° 51' 29" W M 00 ° = MM 00 M ,v w rn a, b v 43.00 1 N00°51°5C11 S' Drainage & Utility Eosem, ? over all OUTLOT A. t 95. 8 a1-Js° R-424003, ?�44Sn 0 742,�940, 9272. ` 72.83 F�do. d R 48�Bo ?4 i75 7B \ \ � o ^ .li-S9^ i ° o o G 8 �5r7� 1�jYGv/ . %58 -59g0.00"_-----R1115� 4368 7 �7�0o R 10.30 ��09 O ease I �Cvtiwj51p 9 RB• UtilltjL01 P. ,�r7O / D aino9 o'er o11 OU i d 12°55'28" ryba 4r ° !R=173.00 9� f 39.02 0=01'04'24" / 30 `b h �'3.24 / _s l� �O P p Z� J >Drainage &Utility Easement<;� ,,0�0� O µ 1 1 Iz o i i N I /a' I A n I 0 L- + > I tj I n I N� y�Op For the purposes of this plat, the east line of the Northeast Quarter of the Northeast Quarter of Section 24, Township 116, Range 23, is assumed to have a bearing of South 00020'00" East. DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: (Not to Scale) 0 0 y� - - - 1 - - - - - - - Being 10 feet in width, adjoining streets and private drives unless otherwise shown on this plat. JI ILL 1 L VI L JI ILL 1 ...., ..".a .,....,., ,, w. .........� w• I. [°n e„ e. ri uwe mx r° in• u.r rmnaeq a•xn•x• °r u°m m wr i r srn m °,wr rr rn a r� v�.u•�i• Tu VAVII w Nn+•e eww.rr.. M«.w...ex. r. Y _ p N __ w_ N er N Ynr axwew• a rwrr exreY n eur w M ax.w xYrYw+ mxb �s W wrYM (N. LAKESIDE r.wm. rYr YY.'«mnRn"m twrrva sw•areerrxe.irY�YrN�YL N..r..L rurreLY. r rwrre N Yaer..4M. p Gw wnb"�ierrr r.�«,.r r�WYn_«.r ... xm ra xw rru sewer YNa use _pa_xL_ x.. wr. rao A«r i nxW surMYMaw[wIm NY�pw Y� w � rnrs max.. wv.enr nn �� 4n a wn. n. wnY ww urxufA wOOrA rnue M.r we w _ W N �� ip�. w . N v,Ys w w pexw.r ar urrr.i• Rwr Na. Yu wrwrL x «.r+xrw Yw.+«raaa .. Y M �4. xxre Avwrx rY r.m.�uw.. r. p wn y a 8 EA RP A'VI 3 R 0 ACCI r10N / Itw.. xrrrp -mow a wer+p a m. n xwnmr an" a u. x.u.°n %'mu w s.uw aA r...,no pie, n..> v 5009a0Y[ 11e6 �L «mr.r r YLw�i R wi'gPm x __RNrI' _ 4 cursor c � ♦ s 1 1 Y. ---- _— _____________________ �� S OORO* ■ OUMT A � --- ,,TFTF1111 I SEE INSET A' ' 1 __— - "a FOR DETAD9 Go•' �• l a 7 j > �nulm �id cursor e u Is a s` r s a♦ Is e l l �•:--" e y ---- iia Els efa R fo.l fur r RI -- «• rx w a w tw u r Y N L�.eer 1]Ytee [[rr��eNYrrr a\ \� wne�e�'de Y 1irN a 'nie� I Rule left/ pmRw rAfr 4 �M M. u'x � F Y �� ,r! LTF Y•W� W / .�eiexY /,�a� I } �. Oo� --"..•1 RORTH ear 3Ro A=W, 4 rroRM W., 2-M Aoa;lo 4 / tMM ear :rw wa'rl'N NY M[ 1 _ .J F r•'r/ a // / V 1 xoo�a5a CITY OF CHANHASSEN PISNEERengitwring RECEIVED RILED ES rA TES T L � i eERCRuum: / .%0 to oxunncc Aro am l 'g• uscueRn ARE slxx Hus S" aN r mn w «Ye er N µ 'yGRAPH�ICC SC'AAU CHANHASSEN PLANNING DEPT SCANNED a z LAI w at 8# N 0 O (7 off S zz SW i SW s I $� S S V OQ W �Mi I�2ym `�Zi �• t •�' 6< } ytij • � ' R'�s k° F If "i a u^a o i o i7 ° •�� S- 4 ". °' ti a , tea.` ►�iEys rt a 81 O.-B :554 :2 t. 8 V I I =84S�m�.vwa a^8• it By 8 4j / ! �Sii'� •84'h� r^ •_ II J a 5i , 53f ,a ..mom•, E�-.•...�..1 �� ^Sgb ' .� a3 �SJIa I 51 7m• Yg � "�@ k yy� T d � _ .ma x 4g #t=� $ I x I� e jj S� �e•i F 4'f sa �' t77 2. aN Is1 N 1fi eea2 EEsi 8 = 0 i �J i ? • � W � � � A 8 w i Y :d " 4'1 I i I a. •. y �✓ A g d3j s w z3 M� bo�-orn eleva�'i and- +op s Of- propoczc& Shave t i nn, f3 of Arad, en. aA dis+urtxd areas wu dt tx ( rcQcl iU a nlaxj n(luyv\ Slope Df 3N a IV �Qi �Ji I I �sziA-N N droppeG�`1� R �rad/i� ntii`� afP l i cafi Un lJ/ i n� (I 'a ble �-fku 5 1-1 of *.: ouvfjcp;)� To: From Date: ❑ FOR YOUR COMMENTS ❑ FOR YOUR INFORMATION ❑ FOR YOUR APPROVAL ❑ NOTE & RETURN ❑ TAKE APPROPRIATE ACTION ❑ NOTE & FILE ❑ CALL ME ❑ FOR YOUR SIGNATURE ❑ SEE ME ❑ ❑ REPLY & SEND ME COPY ❑ COMMENTS: O Copynght Me, 1970—aurel Office Aids, Inc., BronrAlle. N.Y. 10708 V.W. Elmicke Associates, Inc., Bron Ile, N.V. 1070E Tel. (914) 337-1900 • Fax (914) 337-1723 Distributed in Canada solely by V.W. Elmicke Ltd., Peterborough, Ontario Tel. (705) 7434202 • F. (705) 743.9394 mll n IN USA Form OA-4 .� L {low r/nh -fttit� bu Cmfiry W al A i� �/,�; Q w OVI� JA�(� W WLz jil S4U�O kV,A,4- - c Wrzv -j 1 bj�j, roLfl �n -fiy A�- 'vim lv(� — oo PVT 6u4t C?4t,� �OL— paf 1.4'(�-41, /6m l�� ?Oy� �liil(�Ifi4l!( All�t6lS (N �/d1141 AAtAf vViv z �{lrf w(�til (5Lw n cN ee 4fy N OTC L l� 1 v' 1� Fayn•et cvna °I Scum 1[. I86.5[ 110'Ki"W 1 Y Ya - 12 PRELIMINARY PLAT of LAKESIDE CHANHASSEN, MINNESOTA on lae °' xmrcal parts In al- N gaxy°y� lA pmu�F9 Sea l 2e Pe FNa! dar n. ul $enlbn SOOzOOC[ Bwge ss 21..-..q ne..w.. 22. 2188.01 rrr i y m.i EN _.. 15 \iuw ne, 11 i Nor E[1a2 1•..1� } ; ; 4 \ i \sue \ { \ 4 \ g\ \ #tR\ °mY�y Itfi. Forge 2] /a i \ e is �-A-� A- 1 x.0 9.21bn.aw... A�Im I� W\,T�NAII�M� � i��ll G.V �d nWIIM� SITE PLAN (i`5 lNo4 Date By I heal stable I sold, smedG mae beev WOWv sae ter I Asses e! o. aaaltimel up W711 I W t end I L6e a e ear a eq car ;P STAfB , JM et d71-43t =0002 _ PI$NEEReywi7Iee1;TTg �° 11"a en Coop Rapids Office �sea,esl 1651MI.If4 F¢91A.O (16i1]61SO F¢RtILL1 16 V�1 0 Ins °I M. Earl I 13726j ' I•I °a rooz?16§ . R LAIC JW R :[ i %S; L/ so \ r \\4\` \ V� r b11� ,,� /�\`�� C i.�ill1 Cnl av nuulM• 1 K, >L J WVIF Bo. M.mem.s .meteor ' LEGAL DESCRIPTION .�r 5 Ci 24. W. 116. RCE 23 2. E. g°.t. mnv N S00.36'39'E l e.re.wn nE.--, i268.8 � / I / / / STYE DATA / TOTAL BOUNDARY AREA TOTAL R.O.W. AREA 326-29 AC t11.74 AC. (LYMAN BLVD & LAKE RILEY ROAD E) TOTAL OUTLOT AREA t4.73 AC OUTLOT A i3.22 AC. / OUTLOT B t1.51 AC. �17) TOTAL WETLAND AREA t0.76 AC. rC�l�` TOTAL LOT AREA TOTAL NUMBER OF LOTS t19.82 AC. 29 / Y TWIN HOMES LOTS 17 O / THREE UNIT ROW LOTS -4 FOUR UNIT ROW LOTS-4 . lib CONDOMINIUM LOTS-3 COMMUNITY BUILDING LOT -I xc TOTAL NUMBER OF UNITS 232 ` MULTI -FAMILY UNITS 62 CONDOMINIUM UNITS 169 COMMUNITY BUILDING UNI 1 EXISTING ZONING-IR.-12 PROPOSED ZONING PUD UTIUTIES AVARABLE IMPERVIOUS SURFACE DAT TOTAL DRIVES & SIDEWALKS 34.07 AC. TOTAL TWIN UNITS 3255 AC.. TOTAL ROW UNITS ±200 At - TOTAL CONDOMINIUM BUILDINGS t243 AC TOTAL POOL BUILDING AREA 30.15 AC. TOTAL IMPERVIOUS SURFACE t11.20 AC. PERCENTAGE OF IMPERVIOUS SURFACEt4267• t135 "' IMPERVIOUS SURFACE WIT 11K 1000 FEET OF OHWN iDoz0•oo-w II n°°vj TOTAL AREA WITHIN 1000 FEET OF OHW-t17.98 AC I TOTAL DRIVES & SIDEWALKS t3.07 AC TOTAL TWIN UNITS 31.72 AC - TOTAL ROW UNITS t1.33 AC. TOTAL CONDOMINIUM BUILDINGS t1.61 AC TOTAL POOL BUILDING AREA 20.15 AC TOTAL IMPERVIOUS SURFACE�788 At - WITHIN 1000 FEET OF OHW PERCENTAGE OF IMPERVIOUS SURFACE-t43.BR WITHIN 1000 FEET OF OHW All final part of the Noriheosl Gatr of the NdMhtst Gartr, wa C nment Lot 1. of Section 24, Tovall 116. Range 23. Mien lies East of a line drown 64167 feet Welt of. SHEET LY LEX measarm at a right .,Is to and p alltl with the east line m soW Noriheost ouarter of One NO sddst Warty, via wTich lies South of the fdlaWng acerAea Iona 1. COVER SHEET BEARINGS SHOWN ARE ASAIMED Commencng at the Nriheael corm of said Northeast Garter of the Northeast Gyty. 2 EXISTING CONDITIONS thence South W degrees 20 mi tes M secads East assumed Daring along the East 3. PRELIMINARY PLAT GRAPHIC SCALE pne et said NOHheest Grtr of the Northeast Garter. 3BB.Se feet to the Point of of beginning Pt the I"ne to be Deena South n degrees 17 minutes 35 seconds 4. PRELIMINARY PLAT eP 9 w sa WIAL 656-93 feet to said west line of East 641.87 feel threat. and said line there S. PRELIMINARY SITE & UTILITY PLAN ymmanng ( et P¢r) AND r CONTACT 1 1 fi. 7. PRELIMINARY SITE & UTILITY PLAN PRELIMINARY GRADING & EROSION CONTROL PLAN 1 web . eP Net Gtlot B. NORTH BAY, according to the r«arded plat thereof, Carom County. 1 John VCorporatio 1 1 S(952 B. PRELIMINARY GRADING & EROSION CONTROL PLAN Minnesota 1 (952) 835- 808 L 9. DETAILS - - - - �� '� -- Is- 1-1-7 PRELIMINARY LANDSCAPE PLAN TR1-3 TREE PRESERVATION PLAN i sei.._sI"bak.xQ am e '"'® o ass, ssl °. SIENNA CORPORATION LAKESIDE 1 of 9 lea do- rAq •.et..e i= ssIel P.�_ e.r. ws COVER SHEET [SS \'IRI.TG BLVO.-Sf1fTE (M mL\A, A1L.1"FSOTP SX35 IX4.Hi55E\'..ALL.\FSOTI I � I I 1 I 1 I � 1 I I I I I I I I I I I I I I I I I I I I I 1 I I I i I 1 I I I _J � I I I / I / 1 I I I INSTALL M.SILT1 FENCE (i 1 1�1 I I 1 \ I ; I I I \ c Ie I \ f I \ R R 1 PIONEEReng;>wing "�sr.�wnw cam RapNi O®m iss�wv,u rmwa rnn,uimv.:mim z PRELUMNARY GRADING & EROSION CONTROL PLAN � r- GR fflc SCALE w EEEf LAKESIDE (LAKESIDE 8 99 GNANRA35@LAflta8 A assumin i E�l ■E■■N■ ■RR.EENRON■ WEENIE■ ■■ ' ..��.�:� ■SENIOR ■■ ■GGEE■ ■■ ■SSN■■ � �S®5�ly71" MERRIER MRu�ss NE■■N■ as EE■EEO ■■ ROGER. ME■NIO■ ME MEMO -I'm ■OGEE■ IN - WEENNIMEW - r F • . 'a1.� E- HARRES 250 3RD AVE. N, SUITE 130 MINNEAPOLIS, MN 55401 LAKESIDE CHANHASSEN, MN VIEW OF CONDO ACROSS GOLF COURSE DATE : 07/19/2006 R=l PROJECT NUMBER 2525 H Fit \I \\ 1%,%1 ARCHITECTS 71. '• ." �. Zoo 2`6" C,"EN A-N oaK Z�> 7�uti Z/4 /�/" f��,Go,ty Z 7 /3" „ O 2i3 V" 3KM1 oAIC 2/4 9 /ja,c tlAcc ZZ-0 33" 7w..✓ l3 c..c aA,t 0 TREE SAVE[ 25 EO 100 GRAPHIC SCALE IN FEET PRELIMINARY PLAT of LAKESIDE CNANNASSEN, MINNESOTA a EA AAA ill 3FG A 'IC II ID ! T YC11IN M is. 114 RR ii ii1 Aj O �••♦ r- -'- A "A, War Mu W.", PDAOn )LAXE� L a WrLDT A 'SAS At Wnar R t1.51 At rota RIJAND MSA—tare As MA. NUI 7 mn ap<i n Dix HILo*s--n ML d \ IS., t0." I /o / THREE UNIT RDw IArs - S�s { \••, r^ FOUR VARRowtDls 3 1 / caxANI IIIDIs Y LYNHY NO III LR LOr roY T N ^uem aP urswrs p?9 5 / ca Du°jAR, eINUUROM. Imn lw A. \ / Vnuns3 AVAEAeIF IMPFRNO w e mFA DATA )s I{ IE tG _ '. N — II rota TA. U I PDEYAIl9 .w Al rorAL rNx uxlrs 1i.6f' At. — — — — — — — Y Y '1- "1^'F'V• '1-'1- ^r '\ k I roTAL R. OUIN tmD At AC `r r"" 'f p�� \ 1 ! \ 1 1 \ i \ y \ \y �\.'�'L ��`\ _ +lY� t.`b I IOTA vo°NDv euilaHuic wiRME.i Ds iaie At m \ ,q I "O IWRIm IS a1HPACE n.m Ac I Nw, \ \�\�\t\l\L, \\\i,\�\s\\i\ t/ �S \� \� \\ems\� \t` /�y3d g "� =„II PEnmHrkxaIYPEYNW3 AREA¢—tup11 +.N..N.� -AAA ^ 1 y 1 I DMERVIOU SURFACE {91M 1000 FEET OF OHW \ r�aii'H'di ,iGl/'^•^c; ;,aim lur arc M"; m /)\` \ ;I at, z� r r'c: I ' NN RAN, / 1 rf K w YH I�� tar I rr 1OTa Mu W T EAA $ a aw-d &O7 At S ,UT& o AW U ITyDEwN%p i5.0] At rota MVI uNx *L, At TOTAL ROM QmINI N]i At TOTAL PI.,DUMwu WHITINGS—*O15 At TOTAL ,,p YVILUIxo MFA sD.0 At rota IUFFAn," , mw ),x At M11xw loon A, FA WUU PEAEsxuaE Ci IU01` 9JREA6—sNex vATNIx 1Dc0 DIET w cww I F . I DESCRIPTION �� . i♦'e .. a A..r. ... ". e� FT MD .X e'"A.. I. CO. SNEEr AWAR Mp I.M. . i oIWRNa cmLmms r-_ _ U N M` i. PREIIUINMY RAT r w^�° G0.APMG 9GAIt: s "ge .~ A. PRFLYINMY RA, unar e..0 ao erpr<. ,o m.wr<. oo—I AYA e.w a o r n M N n A.w .ram H ry y 0 yI.. "r ♦aa xwuren avnn "I ue xe.u."N wanri. ,m a♦ wr k 11�J ♦W „inN.H ♦ .rwe. p�,1i�n 1" .eu ..i law: In.ry swu „ e.y... � M u . ea..". ,r Ee., . ,., N.H I. _ _ _ _ L nm Y awl, ene wee is In.r. � 5, PREIIMINMY 9R k VTVIY PIIN ® WNN IIYI H f1LL.H eY-Me-ame p. PREOWMMY GRADING A IN V 4W PLIN 1 R w 1 ), PREOWNMY Na ERURON N CW1N0. "'AyW IHµ m MAT, oawm , u.. Nd A A ua.m. Grr ewers 1 31Nula Lryw<Nm 1 6 Ppg1UIHMY GRGpANNa At ERSM CWI,RIX PVN Nnnneu L.n, ,aus J & DRNLS .- pgEWNMY 4ARON E PLAIN PIsNEER� t�. TRl-s MR PRESGVAnaH P1AN ' 1m 1�1WV L�rIL:Wl\Y�ntt1 _ _ COVE0. SHEEP SIENNA�CnORPOTION LAKESIDE I 9 i0 woi.Tu f RWJ♦ORa ry h"" s �PMxwMnMi.W Zo�f y�" Gamer✓ Asd Z�� 7r h'kti adK Z/5 /`!'f %�kkoity ,t13 grr �32 K kM1 &A.K 2/(0 Orr idAZZa 33" 7WAA/ 94."t 0,4k � P aiq 7rr ., a/`7 (," 13uti OAK 2e/a 8'' ,asN ®rui.L7fZE1I �iiliB .l+� + (+ 14+++ + + ,I + + + 2 + S + + + + +x + + + + + +L�+ + + + +\+ �• ++ + + + + + + ++ +1+ \ + + + + + 191X + t + + y 4-+ 9 � _ + + + + + 1 + -+ n 9 )ib&5' 0 TREE SAVE( 380 \ 379 0 25 60 100 5 GRAPHIC SCALE IN FEET CITY OF CHANHASSEN RECEIVED JUL 2 4 2006 CHANHAUEN PLMNINO DEFT C IMMMINFREA M wm�� i �l � 9 2.2 912 91 Tc 11.8 Tc 10.0 TC 97 09.5 0 �- 5+00 10.6 Tc 07 o�Et 900 ,-- o ,_- ui rn tt oc G.F.= 900.2 „ao ITA 01 l n 1U', PI2NEERengineering CVO.ENGMEERS LANDPLANNERS LANDSMVEYORS LANDSCAPE ARCHnSUM 242D2a � � n �MIi 55120 Coon Rapids Office C� FVi s, MN 5W. (651)681-1914 Fu:681-9488 783-18 0 F=733 (763)783-I880 Fax:783-1883 10.3 I F.F.=910.8 SOL e� S� TC 09.2 9 ; \lr goE.n� \A I� I 1I 0 • - F.F.=910.8 3 A Sv 38.5kp IQ —� � �}S • 1ppp \\i i /j OL 25 50 too GRAPHIC SCALE IN FEET Average Trail Segment Grade Rise = 8 feet V • ZVV t� 1VV V /v Average Grade = 8 % Befoi m a a tread width. Step 1: Dig the tread. Organic Soil Mineral Soil -45%., Step 2: Cut the backslope Broadcast all debris. al debris. Step ? the tr; Step 4: Compact the tread. Step 5: Finish the tread. Dutslope Compact Backslope \ and Critical Points Compact Tread Remove pin flags and spread debris to disguise construction work. Full Bench Mrail Backslope Critical Point �� /(Gently Blended) (Rounded) Sideslope j Critical Point -40� (Rounded) Trail Tread (Outsloped 5%) Critical Point (Rounded) Sideslope 100 Backslope (Gently Blended) Critical Point (Rounded) Trail Tread (Outsloped 5%) \l a iL AN W' 1---------- �, N i► � �' s ` _ =L�a'p m -sus- — r oe --`" r LAKE RILEY r j Ww* TRAIL ALIGNMENT FLAGGED BY TRAIL SOURCE SURVEYED BY PIONEER ENGINEERING ® EXISTING SIGNIFICANT TREES FINAL TRAIL LOCATION TO BE FIELD VERIFIED TO MINIMIZE EARTHWORK AND TREE REMOVAL. PIONEERenginwring — / 16�l0 \ Gwmc scA w Fri av�>o c�wpiasoa. TRAM PLAN SIENNA CORPORATION a9av�iG GM1VE 101iNPAP01B,1G1SSai5 LAKESIDE I 1 1 �, A@dEaSGfA x � � - a �' \ •• � � � i T'- �-- ' � ' f ' � � � Y � . `\ �\ � \ �� o VAS, cc • _ _ - / / r — --- - °j� -- _ — _ — - — t vr___ _�__-- ----- -- 17 l l�U TL ---- ----- / -- / —OQQ �(� �� t —— —_ \ \t- _ - — / o\ 87 6\ \�-_ �892 ---_ �' -'--- -t-__ oe \ oe ASP NEII� t r►, TRAIL ALIGNMENT FLAGGED BY TRAIL SOURCE SURVEYED BY PIONEER ENGINEERING I ® EXISTING SIGNIFICANT TREES FINAL TRAIL LOCATION TO BE FIELD VERIFIED TO MINIMIZE EARTHWORK AND TREE REMOVAL. PI$NEERengineering CIVILENGINEERS LANDPLANNERS LANDSU WYORS LANDSCAPEARCHTJFrrS I hereby certify that this plan was prepared by Revisions 2422 En se Drive 201 85th Avenue N.W. me or under my direct supervision and that 1 Name Mendom Heighrs, MN 55120 Coon Rapids Office Coon Rapids, MN 55433 am a duly Registered Landscape Architect nnif L arervi (651)681-1914 F=681-9488 (763) 783-I880 Fax:783-1883 under the laws of the State of M Minnesota Reg. No. Date 5/14/07 SIENNA CORPORATION 4940 VIKING DRIVE MINNEAPOLIS, MN 55435 � I \ \\ \ \ 0 15 30 60 \ GRAPHIC SCALE IN FEET \ LAKESIDE CHANHASSEN, MINNESOTA 205207 i1 I