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CAS-43_HIGHCREST MEADOWS (FKA YOBERRY FARM) - FILE 2 OF 2AREA LOCATION MAP MARY LAKE 5_ \ ARBORETUM BLVD LAKE ITE T,P4 GALPIN LAKE LUCY NO SCALE � � n. 1 e kre'<a. `nr` !v Sr rr ri rr r r 4i 9i r ♦ 4 D Angle JT. Joint & And L.F. Lneal Feet ® At L.P. Low Pont / Liquid Petroleum 100 YR. 100 Year Flood Elevation LB, Pound A.B. Anchor Bolt LOU Local Government Unit A.D. Area Dram LONG. Longitudinal A/C Air Conditioning Unit LT. Light / Lighting ADD. Addendum MAINT. Maintenance ADPL. Additional MAS. Masonry ADJ. Adjacent / Adjust MATL. Material AHU Air Handling Unit MAX. Maximum ALT. Alternate MECH Mechanical ALUM. Aluminum MED. Medium ANDD. Anodized MFR. Monui APPROX. Approximate MH Manhole ARCH. Architect / Architectural MIN. Minimum / Minute AUTO. Automatic MISC. Miscellaneous AVG. Average MNDOT Minnesota Department Of Transportation B.C. Back of Curb MOD. Module /"' :1odular B.M. Benchmark NUL. Mullion B/W Bottom of Wall N. North BFE Basement Floor Elevation N.I.C. Not In Contract BIT. Bituminous (Asphaltic) NO. OR # Number BLDG. Buildinq NOM Nominal BSMT. Basement NTS Not to Scale C.F. Cubic Feet NWE Normal Water Elevation C.F.S. Cube Feet Per Second NWL Normal Water Level C.G. Corner Guard O.C. On Center C.J. Control Joint O.D. Outside Dimension C.L. Centerline O.E. Overhead Ezctric C.M.U. Concrete Masonry Unit OH. Overhead C.O. Cleanout OHWL Ordinary High Water Level C.O.E. U.S. Army Corps Of Engineers OPNG. Opening C.Y. Cubic Yards ORIG. Original CB Catch Basin P.C. Point of Curvature CBNH Catch Basin Manhole P.I. Point of Int.ersecton CEM. Cement PIV Post Indicator Valve CIP Cost Iron Pipe P.L. OR P/L P.I. or P/I Property Line CMP Corrugated Metal Pipe P.O.B. Point of Beqnnnq CONC. Concrete (Portland) P.S.F. Pounds Per Square Foot CONN. Connection P.S.I. Pounds Per Square Inch CONST. Construction P -T. Pant of Tangency CONT. Continuous P.V.C. Point of Vertical Curvature CONTR. Contractor P.V.I. Point of Vertical Intersection COP. Copper P.V.T. Point of Vertical Tangency CU. Cubic PE Pol yeth yleoc D.S. Down Spout PED. Pedestal / Pedestrian DEC. Degree PERF. Perforated DEMO. Demolition / Demolish PREP. Preparation DEPT. Deportment PROP. Protect DET. Detail PROP. Proposed DIA. Diameter PVC Poly—Vnyl—Chlorde (Pipnq) PIAG. Diagonal PVMT. Pavement ON. Dimension QTR. Quarter DIP Ductile Iron Pipe QTY. Quantity ON Down R Radius DWG. Drawing RAD. Radius E East R.D. Roof Drain E.J. Expansion Joint R.E. Remove Existing E.O. Emergency Overflow R.O. Rough Opening E.W. Each Way R.P. Radius Pon: EA. Each RCP Reinforced Concrete Pipe EL. Elevation R.S. Rough Slob ELEC. Electrical RE. Regarding ELEV. Elevation REINF. Reinforced EMER. Emergency REQ'D Required ENGR. Engineer REV. Revision / 2evised ENTR. Entrance RGU Regulatory Government Unit EQ. Equal ROW OR R/W Right of Wr.y EQUIP. Equipment S. South EQUIV. Equivalent S.F. Square Fee- EXIST. Existing SAN. Sanitary Ses9r EXP. Expansion SECT. Section F & I Furnish and Install SE Side Exit F.B.O. Furnished by Others SEWO Side Exit Walk Out F.C. Face of Curb 51-1T. Sheet F.D. Floor Drain SIM. Similar F.D.C. Fre Department Connection SLNT. Sealant F.V. Field Verify SPEC. Specifeatlon PB Full Basement SQ. Square FBWO Full Basement Wolk Out STMH Storm Sewer Manhole F-131_0 Full Basement Look Out STD. SIRUCT. Standard Structural FON. Foundation SYN. Symmetrical FES Flared End Section T Thickness PFE Finished Floor Elevation T/R Top or Rim FLR. Floor T/W Top of Wall FT. OR (') PUT. Foot Future TEMP. Temporary G.B. Grade Break THK. Thick / Thickness G.C. General Contractor TNH Top Nut Hydrant GAL. Gallon TYP. Typical GALV. Galvanized U.N.O. Unless Noted Otherwise CFE, Garage Floor Elevation V.B. Vapor Barrier GL. Glass V.C. Vertical Curve GR. Grade V.I.F. Verify In Field H. Height VER. V erlf y H.P. High Point VERT. Vertical HOCP. Handicapped VEST. Vestibule HDPEP High Density Polyethylene Pipe W Width HOT. Height W•PT. Worknq Pont HORIZ. Horizontal W.W.P. Welded Wire Fabric HVAC Heating, Ventilation, Ar Conditioning W/ With HYD Hydrant W/0 Without I.D. Inside Dmenson WO WETL. Walk Out Wetland IN. OR (") Inches WP Waterproof INFO. Information WT. Weight INL. Inlet Elevation YD. Yard INSUL. Insulation YR. Year INV. Invert Elevation GM)SYMBOLS EXISTING BIT. EDGE HEIGHT, TYPE —X X r80RING NUMBER e-10 941.2 ELEVATION LT O: (04 0 O 0 0 sic BASE { 12'STS—»- 8" SAN—> - 6" \A/TR— OT UT UE OE OTV FO DESCRIPTION CONTOUR SPOT ELEVATION BUILDING CANOPY / OVERHANG UNDERGROUND STRUCTURE CONCRETE CONCRETE CURB EDGE OF PAVEMENT FENCING GUARD RAIL CONCRETE RETAINING WALL MODULAR RETAINING WALL FIELDSTONE RETAINING WALL SOIL BORING LIGHT POLE TREES DENOTES TREE LIMITS MANHOLE CATCH BASIN FIRE HYDRANT WATER VALVE FLARED END SECTION IRON MONUMENT POWERPOLE BOLLARD UTILITY BOXES (TV, TEL, ELEC) TRAFFIC BOX GAS METER TRAFFIC SIGN STORM SEWER LINE SANITARY SEWER LINE WATER MAIN UNDERGROUND GAS MAIN OVERHEAD TELEPHONE UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC UNDERGROUND CABLE/TV OVERHEAD CABLE/TV FIBER OPTIC NEW 123.4 X CHANHASSEN -MINNESOTA C - C II � BIT. EDGE leICHr, TYPE —X X— CD 111111110, Q -F❑ OPP. I.0% FES RiPRAP' CGATE VALVE —1l6'WTR It— HYI o —6"FIRE PI— V BLDG. s1ze, T�� —4"5SD —0E — _ J E— — — OT — — U T V— — - ---OTV I SS DESCRIPTION CONTOUR SPOT ELEVATION BUILDING CANOPY / OVERHANG UN;ERGROUND STRUCTURE RAILROAD CONCRETE CONCRETE CURB EDGE OF PAVEMENT FENCING GUARD RAIL CONCRETE RETAINING WALL MODULAR RETAINING WALL FIELDSTONE RETAINING WALL DOORWAY LIGHT STANDARD POWER POLE SLOPE DIRECTION CATCH BASIN MANHOLE BOLLARD STORM SEWER SANITARY SEWER—WASTE FORCE MAIN ROOF DRAIN SYSTEM WATERMAIN FIRE LINE (IF SEPARATE) FIRE DEPARTMENT CONNECTION CULVERT & END SECTION GAS LINE SOIL SUBDRAIN ELECTRIC —OVERHEAD ELECTRIC—UNDERGROUND TELEPHONE—OVERHEAD UNDERGROUND CABLE/TV OVERHEAD CABLE/TV LAWN SPRINKLER SLEEVE EEDPROJECT CONTACTS SERVICE COMPANY CONTACTS EXISTNG CONDITION5 AND DEMOLITION PLAN I5 LANDFORM STEVE JOHNSTON, P.E. CIVIL 650 BUTLER NORTH DWAYNE SIKICH ENGINEER 510 IST AVENUE NORTH TEL: 612-252—gO70 — ADD.,BULLETIN, ETC MINNEAPOLIS, MN 55403 FAX: 612-252-8077 CITY OF CHANHASSEN SHARMEEN AL—JAFF CITY PLANNER 7700 MARKET BOULEVARD www-landform.net PO BOX 147 TEL: 952-227-1134 CHANHASSEN, MN 55317 FAX: 0152-227-1110 CITY OF CHANHASSEN PAUL OEHME CITY ENGINEER 7700 MARKET BOULEVARD PO BOX 147 TEL: 952-227-1168 State One Call CHANHASSEN, MN 55317 FAX: 952-227-1110 TWIN CITY LANDFORM HOWARD ROGERS, L.S. LAND 650 BUTLER NORTH JON PITA"MAN SURVEYOR 510 IST AVENUE NORTH TEL: 612-252-8070 MINNEAPOLIS, MN 55403 FAX: 612-252-8077 TBD TBD GEOTECHNICAL ENGINEER TEL: FAX: KJOLHAUG ENVIRONMENTAL MARK KJOL14AUC ENVIRONMENTAL 26105 WILD ROSE LANE SERVICES SHOREWOOD, MN 55331 TEL: q52-401-8757 FAX: 0152-401-87018 RILEY PURGATORY BOB OBERMEYER BLUFF CREEK WATERSHED DISTRICTS BARR ENGINEERING 4700 WEST 77TH ST. TEL: q52-832-2600 MINNEAPOLIS, MN 554351` FAX: 0152-832-2601 KARL JOHNSON XCEL ENERGY CABLE TV 5505 COUNTY RD Ig MN 55331 6/� TEL: 0152-470-3342 EXCELSIOR, O FAX: 0152-470-3310 GARY ROBERSON QWE5T ELECTRIC 6244 CEDAR AVE S TEL: 612-7018-7707 RICHFIELD, MN 55423 FAX: 612-861-8173 CENTERPOINT MINN :CASCO CHERRIE MONSON TELEPHONE 700 WEST LINDEN AVE TEL: 612-321-5435 MINNEAPOLIS, MN 55440 FAX: 612-321-5573 BRUCE 5TU12ZINSKI MEDIACOM TELECOMMUNICATIONS NATURAL GAS 5308 SHORELINE DRIVE TEL: 612-325-6865 MOUND, MN 55364 FAX: 0152-472-4130 BENCHMARK TOP NUT OF HYDRANT WEST SIDE OF EXISTING GUNFLINT TRAIL, APPROXIMATELY 18 FEET NORTH OF END OF EXISTING PAVEMENT. ELEVATION = 1031.30 ____D DRAWING SYMBOLS SYMBOL DESCRIPTION .e9`y!i • 1 CONTROL / :!SMn`Sb``w`Ses7i�a.e/. w` SYMBOLDESCRIPTION N^°" limix sooner r' SEDIMENT CONTROL FENCE (STANDARD) SEDIMENT CONTROL FENCE (HEAVY DUTY) CB TEMPORARY SEDIMENT PROTECTION ONMER6,/DEVELOPER5 YOBERRY FARMS, LLC BILL COFFMAN 7105 HAZELTINE BLVD. EXCELSIOR, MN 55331 (612) 202-0692 DAVID HURRELL 7460 BENTBOW TRAIL CHANHASSEN, MN 55331 KAREN WEATHERS 7235 HAZELTINE BLVD EXCELSIOR, MN 55331 CITY Cm OFx ., CHANHASSEN MINNESOTA NOTES CITY OF CHANHASSEN RECEIVED NOV I C 7`94 011i PLAN CIVIL SHEET INDEX 51hm rnz CO.1 NOTE REFERENCE CLI EXISTNG CONDITION5 AND DEMOLITION PLAN I5 PARKING STALL COUNT eC7.3 I LARGE SHEET DETAIL C21 COORDINATE POINT C4.1 PRELIMINARY UTILITY PLAN QREVISION — ADD.,BULLETIN, ETC Phone 612-252-9070 Phone 602-952-9154 REVISED AREA (THIS ISSUE) Fax 612-252-9077 Fax 602-952-9155 .e9`y!i • 1 CONTROL / :!SMn`Sb``w`Ses7i�a.e/. w` SYMBOLDESCRIPTION N^°" limix sooner r' SEDIMENT CONTROL FENCE (STANDARD) SEDIMENT CONTROL FENCE (HEAVY DUTY) CB TEMPORARY SEDIMENT PROTECTION ONMER6,/DEVELOPER5 YOBERRY FARMS, LLC BILL COFFMAN 7105 HAZELTINE BLVD. EXCELSIOR, MN 55331 (612) 202-0692 DAVID HURRELL 7460 BENTBOW TRAIL CHANHASSEN, MN 55331 KAREN WEATHERS 7235 HAZELTINE BLVD EXCELSIOR, MN 55331 CITY Cm OFx ., CHANHASSEN MINNESOTA NOTES CITY OF CHANHASSEN RECEIVED NOV I C 7`94 011i PLAN CIVIL SHEET INDEX 51hm rnz CO.1 CIVIL TITLE SHEET CLI EXISTNG CONDITION5 AND DEMOLITION PLAN CI.2 PRELIMNARY TREE NVENTORY C3.1 PRELIMINARY GRADING & EROSION CONTROL C3.2 PRELIMNARY GRADING DETAILS C4.1 PRELIMINARY UTILITY PLAN C5.1 PRELIMINARY PLAT REV15ION H15TORY DATE 11/15/04 F EV15ION STAFF COMMENTS REVIEW PROJECT MANAGER REVIEW DY: 5TEVE JOHNSTON DATE 11/15/04 CERTIFICATION 1 hereby earhfy that this Plan was prepared Iry me, or under my detect supennson, and that I am a duly Leensed Professional &gmeer under the laws of the state of MINNESOTA. Stephen M. Johnston Reyut,Aon No: 18941 DATE: 11115/04 5gnrture shown is a dfigmal reproducton of 019,nal. Wet sgned copy of this Flan on file at Landtorm En9meernq Company offices and is awdable upon request. REVISED PRELIMINARY 51.113MITTAL NOVEMBER 15, 2004 PROJECT: YOBERRY FARM CHANHASSEN, MN /L_;yi 073y ttl_k wow %�`i LANDFORM qOl MINNEAPOLIS -PHOENIX 510 First Avenue North, 5343 North 16th Street, Butler North Building, Suite 650 Madison Square, Suite 460 Minneapolis, MN 554031610 Phoenix- AZ 85016-3234 Phone 612-252-9070 Phone 602-952-9154 Fax 612-252-9077 Fax 602-952-9155 www-landform.net FILE NAME C001T513.DWG PROJECT N0. 7504013 CALL BEFORE YOU r)IGI Gopher State One Call CIVIL TITLE5HEET TWIN CITY AREA — 651-454-0002coo TOLL FREE— I-800-252-1166-11661 Q LANDFORM 2004 / I �' � 11 I r_� MH 20 ( -'cF4 / t,,4- - /,. r{JI : �1NV 1045.60 (SE \ , / �� / I I �, I O 7/R 1030, 10 (1/-'`/ ' p, °, a N[ Id 41 (N> p v, Ex srMH 66 v v / / vA I / N INV 043.00 (E) %---� 4 "�� /R.-.1 4 . � / 11 / ! 6(,l l UI'r p?34j',I'll , - : NL 1033.30 ( ) `11, / / / v v� / %l /;' \ - - - 89 15'' 7 r`� n . _ . 9. 5 •✓ `'�' 3� Ss o/ INV 1033.30 (S) \., I / � \ � / / I I / "'Ill, /' ,w / .� � _y_ -. ;. _ _ _ --I \_`_.o ¢* °RE AIIN�NG WALL `':i / / \ _ I / I % lb ^ k tr356 / • �� I / / / / /11 ° I ole > F/// I % ( I ,,,K" T Pk / � ,I tr355 I �' ` ' , I / / / / i i I "' �< � / :: 14'3571 ` - - �, v / � / / I / O / v: 1 ; � C ) v j / / / _ 14'352 14'364 tr36J tr135� ✓ u1 _ 1 A ' A 14'382 \ Z_ ---- _ / I / y _ % /<' 14'363 X2➢' �jl'jAItr35LI ! - - ._ J tr383\---------1 I I `\ \ \ ,., ., .."- /, , 6 2 365 tr36 61 I \ EXISTING\ POND `\ I / I 1 ,1� tr y. ...,4 � / tr36 OVERFLOW `1036,0 V A -� I ,i l `V,FJ �o %S tr380 \ -j tr366 tr3 9, ) CO 100 YR. HW�1 1035.9 � \ I / ' �/ Op 0 ' C3 0 OUTLET 1033.0. i /\ , \ \ \ I / / / `_% �� "� /% 11 ./ tr346 tr345.. tr376. t 3302 ,) I ' �. `F`.. / j /\ \ / / � \ I / ` 0 �'(' tr371 tr37 ) k \\J /j// ,--- fir/ \,\\ I I I / / tr379 I l, / %.. ✓ tr34411 '� Lr375 t 374 I `n F• // I I A A ., I - c5 / k tm349 �r347 v,, I A /� I I v\v v t-__ J 112" IF / x P09T - % /';:.^- tr346 Lr343 REMOVE GRAVEL 14'377-? (t r/^.) �., % :I \ /�/ III \�\\ I �-----1 / REMOVE PIPE REMOVE GRAVEL 0 \ t/ f E +'-I I \ / / I I \�\ \ \ 1 7 % .�/ 1 -Irl✓ , ; rq \ 1 a /� I I 1 \ �\ I \ / Cb ,,1 cIF1 EDGE OF / / I I " e \ \ \ - / - I•,, .' i' h � I ' / I - --�7 WATER \ / // `) 'a I A_ i \\\ \ I /, I, I � / '-- - / / a Lr342 ' '.. 1 r .'' . QQ)' (AS\OF q -2-04A . / / / - •- ___cuAR°v.An ,r= Nr % r.:;.S'-i ( y oh 2 �1 - / /- //.. I \ \ ,/ EX OC a7 f / \�\\ :-1 I / / P1cAL> I I �� / , . , I -;- -, 0 . r „ . I I 1,1 'I'� I T/i Ios61419 \� /� II I II I \ \ I / 0 / i! .... I r.t- 1 1 i, r' I I I I 1 r, 1 ! 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I A '`�, v .,... 30 �R MOVE'PIP� r - , , 'A \ \ I I t '0.r �� r k � I i I :. � `F t tr255 � ,or .. I - / I 241 _,___, '. i ...A p3 // -� - -- - - - %[r L: / �i / REPIIOVE �60 " ov __ ��, _ � �, � EX 12 FE _ 0 - i 'o A 14',74, `i 1 V DO A4 i - \ 54 , i rn V254 2 / '., / .fir. t1J�. g / b cb/ tr2c •.r nPI, UTI,-111 POLE _✓• .t \, '\ �G ,\ \ 1 1� ,/'r.'`X ,M-- - �i fir' /,, c1 /'' �J V Q: / /0 i .\ \ \. , `,`,'n?53 "7ti'WETLAND' RCP�r�r' c I,z - /- 56_-'-__. , \ t t, 27� \ ,o '\ \ , r.` ,.... /'' 1112" IJ I ( \ /� \ L / o \ \ \ �''• tr252 422'S.F., 1 �, T // // Z4 - - �: / / ",.: r - _� 1 \\ `\,\ - - -_- - d" ,/ p. r:. 4 ,,\ u �` ,.,\ "'- \11 \ `\ �' I NSOUTHW I IF _ r,t,. - \ \ \ p, \, \ \ . , WET11AND 2 Q �- m 7� / \ \ \ ( F Y- / '. \ N, O /J 14'25 �/ % ! ...-.........•. -_ �..�`,,. 60 \:\ „1\L 60; Y p0' �' r2 -1 \`\ \ tr251 tr24g I,: EX CBMH q' / ; >,� ,I N/ h0' ., _.. ..,a. ,..,\ \ ,. \ --_ --. r\0 '� .! �0 .:'r T \. i ` �9a'. 7 aYc "\ nal.T/R 1003.21 1. I , y" e.,.., . \ /� , p'�X / ./ ..,/ _ _ _ j -j F\, NI- ggq.21 1 � I I ' / `'\. �'. / tr ..., SPLIT -RAIL-\ ' ; _ ,.-_._`.` "w..,, • " ,. �, \. _' _ - _ � ' tr2 °I i / /_ , i 1 � ,jr . ` \?' � - 1 1 INV gg0.21 \ ��, / --. _.' FENCE \ /' - ",.. 1, ' , , \., /r i .e°° %/ i ( tr2 1 / Ir _x M1 C/. t., 14'24 i -'_._ - �-, .,� h y _,� ,. -_ r / `r tr248 tr246 I \ I I I �) 11 I _11 tr : I r u. / . r ,:I y / "`v, .. , w„, •' `.y Av'\I .rz ,1/ - _.... I �, , � REMOVE. BITUMINOUS / -._._ - .," _: , - - / r _ / ;.. \ \ \, 11 r4G . r ..,,, \' ..- .,\ �-,�. - , // ,' ..% ; "I j• % .^ - ,>)0 (, I AYA Ar,1 n �` / / j t. / , \'\ d i' s - p / / / / \ \ } tr i5 i' i \ `\,.\ \.\ ....,,,, - -'- r' ,,../ _ ,,/ I -- _ ,,/ r ``�..._......,.-.^"' / r I 1. 1� I �`�� I / // ✓ __ i 11 \ , / I i ;/ �. \ \.� 052_. - _ - _.,._..-- ,/ r /'', ,; r i • _ "-,`. / rJ 1 1 --' / / /. \ \ RETAINING _' trl4 += 1 - -- _ "- - -� �,.. � SII WALL (7YP.) . rT2... t i1h l ,r / _- ' . /O4 �" >,,... "r.,.,.... _-_ y.' jt / % './ ."w-' 'v �',,,..- _ ".....f, - / I 1 / I v r NF!' ,. * `K_3; '., G RAGL4 i / E.- _-.... �_ ..""' i , - - - u� l r k y ,.. `� I ' -. 1060;4 ! /11 I j ._._ --.. �,.: ._ - 50 r' J,f / . �X,GG/.\i ,^. / - �cr261 37.5 HOUSE Ldi , , �,, -. -' ,t '. i f EDGE"OF r r r I I FFE.10 w f � / .z.... / / n' ...• - . Y' - `"^.,C^ ------ i. r , ,-- 66.5 o r ,, - r e , p1 I / / -.._ - -_ \. / / > I L • ,i .t�� WETLAND - I \ I .y/ .r ,.t t _ k: mer 64 '\.�.. .- I i r i - 040 2 ``x �, 1 I , r6 1 .+«. + ,, .F..r DECK r I i ! ,...,,. �, ,7 tr ..v --tr 1 --^\ -(-', ` - 45 - \\�\ -. 11 \ t-7 .,,' ':,tr53 I I 14 ! r : rf >.... -. ,. _ I/ / / , /\a� tr268 r" 1 'Lr$ ✓ \\ \ , L. - •r; \ ! f:DrE OF - I / \ .--- - %r 2'33 tr �'' tr2 .� '` .rw-... \ - I \, \._ °' tr5 tr`,„ 1GEE5 i ) /" - 1036 ' Y _. '' ,' ', Ir','' : K' / �` \ .,K^ \ \ i ^. L... 11 tti, }r +� ;,t tr=l x'45' r i / i l >_ �1� / /f ,5 ' V'` rx ' 1, -� NJ -.:F ', F IP 1 + � \� w `1 ,s, ) rt,. ./ - ,�... I , Ef7GE ,OF 2✓d.. - :,.. { U- F7 \''r.'-�- ____EDGE OF N EP1 �/ _ i \IN to ;, 4'..'. \ r,,,� ,i .-.. .:" e .,, -.( ,. ... - -.,' ,:,_ 0 ,:0 ,, tr /(J r r: 75 I I \ _. -. f � -, �� RrJCK�.Yr... / <.._. ,-, JA WATER r ' -Q'/ ;`�t; NEV)`- I I/2' OPEN 14r[p i" Y"' - .I. .f Y 'r .,_.'.....c :::.,_ir:tjj{i :,; 8 P6'U r ,.,.. t s0' l..: .i x. tr332 IRON- PPE 7` i""r'\"-._.,� tri .. '. ,.y.... tr295,,., v2g3 ,. '-- -._ r r,4:..c� r 1 ,-', / (AS 147E 6-B-oaj tr260 '\ - , ,--14 25 r•L----{..; .\. I \ \ ` GrahO \, ''',.. RON PPE "r' 'x' 2 IRON PIPE "1.` a ^1410 ?8I WE'1 LAND _, 14'257 1\1 ` �\ \ ' 4-v ' - ; FOUND t 8 VAvVE -O-_ .. r- r tr2'I 8 \ ( tr3!7Fi tr tr 14x2 92 -r--t'-::-_7 �.- Ir., �. ,=__T.,_I_,_ q_.'t .. tr334 - _---.----- - � - I ' 1 n _c / .-�<i' <. < tr331 X. SAN H 10 __ --- Gsc, ,,r_ii .. (k, �., a "�'-. , ti '= t- /,,, ,RLS X17006 \\\ r� It. x308 I,, fZ.Ii_ �/,�J�p .. ff t .._ '\ N 5x7 45 W i,::nl� (x - 1%211 OPEN . ®..®_.._ ' cFv.l,,[ "`'", tr330 , T/R .55 I' ULKFHA A I $ � ."45 W '•- / %095.87 / I, / IRON PIPE trem 14'328 1, 0 /P 1 1 : r e- rue 1a 4 A _e I ,,. 1 I . `. - JNV 1016:05 (S) w �: I I _III2 -83 DECK I I _ - 7 k t --__- ' tiro '... l " `"o I I House I 14x.>t,,,1 to V //6" ,-Air\r1L- EwarEaF I \ `' .-.. N I \ � (AS OF 6--8-04) 09. \ 2cn ��.... GNAW LINK 1 a. j � 1 I FFEm102�Z II </ � 1 /./ \ FENCE w I p, \ \. \� t -3"I I - VENT Y / '\fi . I r: I I I I I ,� / �/ / O 14'340 A F, _ i .T'� .. '� r ,p'' �` I �1%I- I f I�I ``moi /moi I \ -I-I \ / \ s dd \ \ A "� I / I, y ,F m, I< FFE=1048.7 :.- '� + 3 / /I / / . , r -,- • , r. r- , , , r� L, r1 r1 r -r r , , )' EX CBMH 5 _ r Fti �- 11/11 1 11 `I �I /�1 1 1\IA11 � /A 1 ` Fr F- 1. '/ LAI I I /A, r 11 11 I 11 `I 1A1 / 0 , vv. Irdl7 4 $i .'a. ,•fogCOF < ,_, .o -.a EOOIINND IPE II - / � / I I I „ 1. ,. „ V - 'f`-:'. '- 1\.: r • - ,5 -\`i 14'327... - - -J If 238 40N' / i \ i I I "� �) rzte :,1 REMOVE BITUMIN U v .. / )I 3 3 I ( �7l L /�.>,. � - � 7 R 1023.3 `� INL 1018/ / A / / �/ I I V \\ A\ I I /� r / - F H H , r 14 \'v_/S.J ry. v , I 1� 6--18 7 / /i / \ / ,I L trca,3-, `' A , (-2 Y 4 � '�\_ i. ,` x ��Hla,d INL 101247 (�> r, �- I _ _ A /// A \ \ 1 /� LANDSCAPING F v \"' A x f': 6ENCE r: a _ / \ \ \ I / ( ) trbw26 FIN L 141 /' f; - I� WOOD INL 1012.30 I \ , -I- I I x- INV 1012.. r, 1 111 A -r 1 ,t -r r r A r '. 1 _' 1 .1. , 1 I i i i I I Ill i L / \ // /� w 3 f 326 F1 F- n F- /, I I i `, ,ni ry{� --��O /PIPE ) ern _ �f- I- r ' I I, '� /, I F I I- I F,. r, I I I I I I I I I I\1 1 `• `• _ r / ND I IRON DIPE. 2 S'v 2 �� Lr325 (\/.�(%[) r T (- I I I r , �_ I , ,..) -, ,-11 / �\ V :" / �� • *LY I1 II'.. I i r w r , , ,_ , _ `. -t 1 1 I r-, v v I , 1% 1 r I \ / \ \ \ / �/5 3� REMOVE WNDMLL-� 'r .*r-"'x.,I .1..14 trcdl2 OUNDIPE 'I I I \\\ / c d FLAGPOLE ,r �o > :-< �...- - - EX CB 4 I -?> - I \ r1 9 / g. - - - - I wovi,N r- � � r/R Ioz1.3s r - \C \ I I \ \\\\ � / / . IRON PIPE -- ` { trc 12 - - - = INV 101750 \ ^ . \ I I \ / \ \ i \ / �' / FOUND IRON PIPE 1 .. WIRE X CBMH 3 / %' / FOUND FENCE - - -/ T/R 1021.61 / \ \�\ \ n \ / / __� / / I - �� NI- 1016.51 (N) \ , / \ \ l\ I \\ \ \\\/ / / / / //// �� f'' \ `�1' trcdl4 ,r r-- - I / INL 1016.51 (W) \ ` ` �i / \� \\ \ \ / / r 73 V � I I v � INV 101651 (5) -1 f v v //�// �� \' \\, �' 1 I 1 III \\�\\\ \ I �\ I- ,-1 % ,,�� / � %i � IEx CBMH 2 I �v � \ V / / / MI �,'� \^ / ,.c. ;1 ,.+, i" t� ! EX. SAN MH T/R 1016.28 III \�\\ \\ // / / / INL 1011.51 (N) Ai / / //// �, ,, � I 0 ,,, I NL 1007Ili.24 (rl) I I I NV 1o1L51 (s) 1 \ / / 4\.,. -•,'�1 - k ,,� 7.:K tr 14 trem l2 1 \ "r7 INV 1007.24 (�) -. I I I \\ I y ` �/ WI � " � l I I 0 --� � --- I � I ex�cB H I I1 \ / ,.-X, 1 - - - 1012 9 A -- ,I I \ / o I :`I x IOL, `` . . --'\ ,--I ( �cx I-- IIS \ Nv Ioo9.Is,( - - - - -------_ \ / r/ ,_ `_. I 11 V .! 'C:K it . -' V \ /' / <_ 1 _ � \/ ° `'Ill ,- �` - - --- \ 0 1714 ., , Z \ LCL" V o i % ,,!x _ 10.00 �'�:-('t y ryF yr I A - - V / �f _l I I trah l2 , T \ r �) � // r' , � XXX A �< - ----- J �k r x 1 �' I � r � / l / � � - ( / / / ,_)7 _ _ ( �_, _11 v / t 4 _ k '�"T ,h� � / � ) FOUND / /� / A \ / I I FOUND / / \ N89 7'45'1W PA,. 464.44 '- \ �\/\� � / \ I \ // / \ I FRIG aC6 \\ � , ' _/ / I \\\ '_1 tr 1. LIND pe EX. SAN MH 25 \ I \S3 \ T/R 1004.33 I \\ ,/x// \ \ i4 C' '117 .1 INI1/ 00A nR (CU/) \ I 1 - )►[4]1101` I, BACKGROUND INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHY SURVEY PERFORMED BY LANDFORM, MINNEAPOLIS, MINNESOTA, ON MAY 5, 2004, EXPRESSLY FOR THIS PROJECT. ADDITIONAL UTILITY INFORMATION SHOWN WAS PROVIDED BY CITY OF CHANHASSEN, MINNESOTA A5 -BUILT DRAWINGS. UTILITY LOCATIONS 70 BE FIELD VERIFIED PRIOR TO EXCAVATION / CONSTRUCTION. IF ANY DISCREPANCIES ARE NOTED, THE ENGINEER SHOULD BE IMMEDIATELY NOTIFIED FOR RESOLUTION. DEMOLITION NOTES MWEEMANNUMMUMMUM I. ALL NECESSARY PERMITS FOR DEMOLITION SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO BEGINNING WORK. 2. CONSTRUCTION ENTRANCE AND SILT FENCE (SHEET C3.1) SHALL BE IN PLACE PRIOR TO DEMOLITION OPERATIONS. CONTRACTOR SHALL PROTECT ALL ADJACENT LANDS FROM DAMAGE DURING DEMOLITION WORK. ANY OFF-SITE AREAS DISTURBED SHALL BE RETURNED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION. 3. NO DEMOLITION MATERIALS SHALL BE DISPOSED OF ON-SITE. ALL DEBRIS SHALL BE HAULED OFF-SITE TO A DISPOSAL AREA APPROVED BY THE STATE OF MINNESOTA FOR THE HANDLING OF DEMOLITION DEBRIS. 4. ALL STRUCTURES NOT LABELED FOR DEMOLITION SHALL BE PROTECTED FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION. ANY DAMAGED STRUCTURES THAT ARE TO REMAIN SHALL BE REPAIRED BY THE CONIRAC70R TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION AT NO ADDITIONAL COST. 5. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDED AND MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT. 6. CONTRACTOR SHALL NOTIFY ENGINEER OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS. REMOVE ALL EXISTING PAVING THAT CONFLICTS WITH PROPOSED PAVING GRADING STRUCTURES ETC. 7. CONTRACTOR TO COORDINATE ALL UTILITY RELOCATIONS/REMOVALS WITH THE APPROPRIATE UTILITY COMPANIES. RELOCATION OF UTILITY POLES SHALL BE COORDINATED WITH THE LOCAL UTILITY COMPANIES. PROVIDE UNINTERRUPTED SERVICE TO ALL NEIGHBORING BUILDINGS B. THE LOCATIONS, SIZES AND TYPES OF ALL EXISTING UTILITIES, SUCH AS WATERMAINS, SEWERS, ETC. AS SHOWN ON THESE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATIONS SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES 72 HOURS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION AND HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK BEING DONE. CONTRACTOR SHALL CONTACT UTILITY LOCATION SERVICE PRIOR TO COMMENCEMENT OF WORK. 9. REMOVE EXISTING STRUCTURES, COLUMNS, CANOPIES, FOOTINGS, FOUNDATIONS AND ANY ASSOCIATED CONSTRUCTION IN ITS ENTIRETY. EXISTING MATERIALS ARE TO BE REMOVED FROM THE SITE IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE AND FEDERAL REQUIREMENTS. ABATEMENT OF ANY MATERIALS DETERMINED BY THE ENVIRONMENTAL ENGINEER TO BE HAZARDOUS ARE TO BE REMOVED IN ACCORDANCE WITH THEIR RECOMMENDATION. LEGEND El REMOVE STRUCTURE El REMOVE BITUMINOUS El REMOVE GRAVEL ® REMOVE UTILITY ElTREE(S) TO BE REMOVED 0 60 120 � NORTH %:%== SCALE IN FEET IIIIIIIIIIIIIIIIIIIIIIIIIIIIII OWNER5/DEVELOPERS YOBERRY FARMS, LLC BILL COFFMAN 7105 HAZELTINE BLVD. EXCELSIOR, MN 55331 (612) 202-0692 DAVID HURRELL 7460 BENTBOW TRAIL CHANHASSEN, MN 55331 KAREN WEATHERS 7235 HAZELTINE BLVD EXCELSIOR, MN 55331 CITY cm c MINNESOTA NOTE5 CNIL SHEET INDEX 5HEET TME CO.1 CIVIL TITLE SHEET CI.I EXISTING CONDITIONS AND DEMOLITION PLAN C1_2 PRELIMINARY TREE INVENTORY C3.1 PRELIMINARY GRAOINC & EROSION CONTROL C3.2 PRELIMNARY GRADING DETAILS C4.1 PRELIMINARY UTILITY PLAN C5.1 PRELIMINARY PLAT REVISION HISTORY DATE REN510N RENEW 11/15/04 STAFF COMMENTS PROJECT MANAGER REVIEW BY, STEVE JOHNSTON DATE IVI5/04 CERTIFICATION I hereby certry that this plan was prepared oy me, or udder my direct supervnwn, and Mat I am a duly LLcensed Professlo,al Engmeter under the laws of the state of MINNE50TA. Stephen M. Johnston Rtgrtrat,on No: 18914 DATE: 11A5/04 Signature shown Is a dlglbl reproduction of ongmal. Wet signed copy of the, plan on hie at Landform tngmeenng Comp., offices and Is ava,lable upon request. REVISED PRELIMINARY 5U13MITTAL NOVEMBER 15, 2004 PROJECT: YOBERRY FARM CHANHASSEN, MN I 11111111 � I& 0 • R wv MI NN EAPOLISPHOENIX 510 First Avenue North, 5343 North 16th Street, Baler North Building, Suite 950 Madison Square, Suite 460 Minneapolis, MN 55403-1610 Phoenix, AZ 85016-3234 Phone 612-252-9070 Phone 602.952-9154 Fax 812-252-9077 Fax 602-952-9155 www.landform.net FILE NAME C101T513.DWG PROJECT NO. 7504013 EXISTING CONDITIONS & DEMOLITION PLAN C1.1 0 LANDFORM 2004 =TREE PRESERVATION SUMMARY TAG NO. IIDIA NCHES COMMON NAME SCIENTIFIC_ NAME TRI TR2 15 12 ELM ELM ULMUS SP. ULMUS SP. TR3 TR4 TRS 14 21 16 ASH _ - ASH ASH FRAXINUS FRAXINUS FRAXINUS TR6 16 ASH FRAXINUS TR7 17 ASH FRAXINUS TR8 22 P15H FRAXINUS R 17- - ACI SP. TRIO 12 E ACER 517. TRII `2� __UAK__ OUCPCUS SP.. TRI2 15 ASH UERCU P. TR0 16 BOXELDER R 5P. TRIOQUERCUS 12 BOXELDER ACER NECUNDO TRIS Y 15 ELM ULMUS SIP. TR 16VMAPLE 13 I BOXELDER FRAXINUS 1817 12 1 BOXELDER FRAXINUS TIP 8QUER 12 --- U P. TR _19 17 ASH FRAXNUS ACER 5P. 1820 ELM U_MU5 SP. TR 182 ACER SP. TR21 ULMUS SP. TR183IT-ELM 46 ACER 5P. TR22 TR 184 13 ELM ACER SP TIZ23 14 ELM ERCUS SP. TR24 15OUCRCUS LARCH QUERCUS SP. TR25 30 OAK QUERCUS 5P. TIZ26 L3 ASH FRAXINUS TR27 14 OAK QUERCUS 5P, TR25 13 OAK QUERCUS SP, TR29 14 OAK QUERCUS SP. TR30 20 OAK FRAXINUS QUERCUS SP. 1R31 ELM OAK TR p4 QUERCUS SP. TR32 FRAXINUS OAK QUERCUS SP. TP -33 17 HACKBERRY CELTIS ACCIDENTAUS TR34 16 ASH FRAXINUS TP35 24 MAPLE ACER SP. TR36 12 ASH FRAXINUS 1R37 ACER NECUNOO ASH FRAXINUS TR38 TR200 BLACK CHERRY PRUNUS SEROTINA TR3q I I ASH FRAXINUS TR40 ACER NECILWO- SPRUCE PICEA SP. TR41 15 SPRUCE PICEA SP. TR42 SAILIX SPP. OAK QUERCUS SP, 1243 THUJA MAPLE ACER SP. TIZ44 30 OAK QUERCUS SP. TR45 FRAXINUS _. MAPLE ACER SP. TR46 FRAXINUS OAK QUERCUS SP. 1847 I MAPLE ACER SP. TR45 25 MAPLE ACER SP. 11Z49 SALIX Si MAPLE ACER SP. TR50 25 MAPLE ACER SP. 1R51 iq ASH FRAXINUS TR52 13 HACKBERRY CELTIS ACCIDENTALIS TR53 IV MAPLE ACER SP. TR54 14 OAK QUERCUS SP. TR55 ACER NEGUNOO OAK I QUERCUS SP. TR56 ACER NECUNDO ASH FRAXINUS TR57 I ASH FRAXINUS TR55 30 OAK QUERCUS SP. TR59 ACER NEGUNDO ASH FRAXINUS TR60 ULMUS SP. HACKBERRY CELTIS ACCIDENTALIS TR61 JUNIPERUS SP. A514 FRAXINUS TP62 ULMUS SP. OAK QUERCUS SP. TR63 27 OAK QUERCUS SP. TP64 16 OAK QUERCUS SP. 7865 I ASH FRAXINUS TR66 ULMUS SP. ASH FRAXINUS T1267 PRUNUS SEROTINA ASH FRAXINUS 11268 ACER NEGUNDO 0AK QUERCUS SP. TR69 ACER NEGUNDO OAK QUERCUS SP. TIZ70 ACER NEGUNDO OAK QUERCUS SP. TP71 I MAPLE ACER 5P. TR72 30 OAK QUERCUS SP. 1873 14 MAPLE ACER SP. TR74 17ASH TR560 FRAXINUS TR75 1 TR236 FRAXINUS TR76 30 p ACER SP. TP --77 12 T23q7 ULMUS SP, TR78 I TR 01 QUERCUS SP. TR7q 13FRAXINUS TR39cl 5 TR80 24 T1274 1 QUERCUS SP. TR81 51 7 QUERCUS SP. 11282 25 SPRUCe PICEA SP. TR83 ACER NECUNDO OAK QUERCUS SP. TR54 FRAXINUS BOXELOER ACER Ni TR55 15 BOXELDER ACCP NECUNOO TRB6 22 BOXE0ER ACeR NEGUND TR57 P P 5 DELTOIDES TR573 ER NECUNPO TR88 27 BOXELPER ACER NECUNDO TR59 6 TR575 10 TR90 12 BOXELPER ACER Ne(;UNQQ TRgt 26 BOXELOEQ ACER NECUNDO 7892 15 BOXELDER I ACER NECUNDO 1893 ACER NEGUNDO TR57q IB TRg4 12 T12 55 13 TRg5 12 TR 56 ?0A514 TRg6 FRAXINUS22 13 6 ASH TR97 TR553 18 CEDAR THUJA SP_ TRgB 20 CEPAR Ti SP TRgq 12 ASH ACER NEGUNDO T9I00 12 HACKBERRY FRAXINUS TRIM 1 10 PINE PINUS SPP. TRI02 II PINE PINUS SPP. TP103 13 ROXIELOE7112 ACER NEGUNDO 712104 12 ELM ULMUS SP. TR _105 12 IS ELM ULMUS SP. 18106 ASH 14 POi ACER NEGUNDO TRI07 14 ELM ULMUS SP. TR108 13 TR5g5 ACER NECUNDO 112109 12 PIOXIF I OPP ACER NEGUNDO TRIIO 12 AOXFI DPQ ACER NEGUNPO TRIM ACER NEGUNDO D R ACER NEGUNDO TP 112 14 BOXELDFR ACEP E U 18113 ACER NECUNDO T2600 NeGUNQQ TR 114 ACER NECUNDO ELM ULMUS SP. R115 ACER NEGUND -ELM ULMUS SP. TRII6 A ER NEGUNDO __EW_XELPEP ACER NECUNPQ TR 117 ACER NECUNPO BOXELDER ACER NEGUNDO TP -118 ACER NEGUN BOXELDER ACER NEGUNOO TRIM FRAXINUS ASH FRAXINUS TR120 QUERCUS SP. 13OXELOCR ACER NEGUNDO Ta -12 -I BOXELDER ACER NEGUNOO TR122 ACER NEGUNDO BOXELDER ACER NECUNDO TRr13 QUERCUS SP. BOXELDER ACER NEGUNDO TRI24 QUERCUS SP. BOXELDER ACER NEGUNDO 12125 QUERCUS 5P. BOXELDER ACER NEGUNDO 712126 QUERCUS SP. COTTONWOOD POPULUS DELTOIDIES TR127 17 BOXELDER ACER NEGUNDO TRI28 QUERCUS SP. SPRUCE PICEA SP. TR 129 ACER NEGUNDO CEDAR THUJA SP. TIZL30 ACER NEGUNDO CEDAR THUJA SP. TR L31 ACER NEGUNDO SPRUCE PICEA SP. TP L32 NEGUNDO CEDAR THUJA SP. Ti ACER NECUNDO SPRUCE PICEA SP. TR 134 17 BOXELDER T ACER NEGUNDO TIP 712297 10 BOXELDER ACER NEGUNDO TIZL36 A BOXELDER ACER NEGUNDO TR137 10 BOXELDER ACER NEGUNPQ 11138 13 ELM ULMUS SP. TR L39 12 BOXELDER ACeR NEG TP KO 17 ASH FRAXINUS 112141 in BLACK CHERRY ACeR NeCUNDO 712142 12 CEDAR THUJA 5P. TR 143 12 BOXELDER AC R N GUND TR K4 0 ELM ULMUS SP. TR 145 24 BOXELDER QUERCUS SP. TR146 12 X LDE PRAXNUS TR 147 12 OAK QUERCUS SP. TR -148 24 ELM _ULMU SP TR149 12 BOXEL R ACER NE(;UNQQ 112150 25 ELM ULMUS SP, 112151 14 OAK QUERCUS SP. 712152 _72--_ 13OXE-LPCP ACER NECUNDO - TR153 12 BoXeLPER ACER NEGUNDO 78154 Ig BOXELDeP ACER NECUNDO TR155 12 BOXeWER ACER NEGUNDO TR156 14 BOXELPER I ACER NEGUN00 TR157 10 BOXeLI2cR I ACER NEG N O TR 158 13 BOXELDER N 18159 ACER NEGUNOO BOXeILPER I ACER NECUNPO 12160 ACER NEGUNOO Boxel.DER ACI NeCUNPO 712161 ACER NEGUNOO ELM U11_12A SP. TAG N O DIA. INCHESCOMMON NAME SCIENTIFIC NAME TR 162 TR163 TRI64 TR 65 12 BOXELDER BOXELDER ASH BOXELDER ACER NECUNDO NEGUNIP FRAXINUS ACER NE TR 166 12 BOXELOER ACER NECUNDO T1267 12 ELM ULMUS SP. TR 168 1 12 BOXELDER ACER NeGLIN120 TR 1691 12 ELM ULMUS 5P I. 17- MAPLE ACER 5P. TR 171 12 ASN FRAXINUS TR172 5 CEDAR THUJA SP. TR173 15 ASH FRAXNUS TR 174 1 16 BOXELDER ACER NEGUNDO TR 175 12 BOXELDER ACER NECUNDO 1R 176 16 BOXELDER ACER NEGUNIDQ TR 177 13 I BOXELDER ACER NEGUNDO TR 175 12 1 BOXELDER ACER NECUNOO TP 179 12 ELM ULMUS SP. TR 00 17 ASH FRAXNUS 112181 12 ELM U_MU5 SP. TR 182 12 ELM ULMUS SP. TR183IT-ELM 46 OAK U1_MUS 5P. TR 184 13 ELM ULMU5 SP. TR185 14 ELM Ui SP, T12186 15OUCRCUS LARCH LARIX TR 187 ACER NEGUNDO OAK QUCRCUS 1R 188 L3 OAK QUEPCUS SP. TR 18q 14 OAK QUERCUS 5e. TR 190 13 ASH FRAXINUS - TR191 14 BLACK CHERRY QUERCLIS SP, TRIg2 20 ASN FRAXINUS TRR3 L3 ELM I A MIS SP TR p4 12 ASH FRAXINUS TR 195 17 1 OAK QUEQCUS Se. TR 196 12 BOXELDER ASH PRAXINUS TRIg7 13 CER UNDO ASH 5 112198 12 ASH FQAXINUS TR 199 ACER NECUNOO 13 ASH FRAXINUS TR200 1R359 II CEDAR THUJA SP. TR201 14 BOXELDER ACER NECILWO- TIZ202 12 BOXELDER ACER U TR203 20 WILLOW SAILIX SPP. TR204 3 CEDAR THUJA T2205 13 ELM ULMUS 5P. TR206 13 ASH FRAXINUS _. 12207 12 ASH FRAXINUS TR205 26 MAPLE ACER 5P. TR209 IS WILLOW SALIX SPP. T12210 Iq WILLOW SALIX Si TR211 12 13 BOXELDER ACER NECUNDO TR212 ASH iq MAPLE ACER SP. TR213 13 MAPLE ACER 5P. T12214 12 E M ULMUS SP. BOXELDER ACER NEGUNDO T12374 QUERCUS SP. BOXELDER ACER NEGUNOO TR375 QUERCUS SP. BOXELDER ACER NECUNDO TRq7A ACER NEGUNDO BOXELDER ACER NEGUNDO TIZ377 ACER SP. VTR21513 ACER NEGUNDO TR378 PRUNUS SE20TINA ASH ACER NEGUNDO TR37q ULMUS SP. ELM ULMUS SP. TR350 ACER SP. CEDAR JUNIPERUS SP. TR35I PRUNUS SEROTINA ELM ULMUS SP. ASH PRAXNUS TP224 IS ELM ULMUS SP. TR225 16 BOXELDEP ACER NEGUNDO BOXELDER T12226 h BOXIELDER ACER NEGUNDO ULMUS SP. TP227 1 17 BLACK CHEPRy PRUNUS SEROTINA TR553 13BOXELDER BOXELDER ACER NEGUNDO T222q 23 BOXELDER ACER NEGUNDO TR359 20 BOXELDER ACER NEGUNDO TR 31 K B ELDER ACER NEGUNPO TR557 12 A514 FRAXINUS TR .33 16 ILLOW SALIX SPP. TR55q 12 BOXEL EIR ACER NEGUNDO TR560 18 BOXELDER ACER NEGUNDO TR236 16 ASH FRAXNUS TRjqfi 14 ELM ULMUS SP. T23q7 15 ASH FRAXINUS TR 01 13 ASH FRAXINUS TR39cl 5 BOXELDER ACER NEGUNPO T1274 1 2 MAPLE ACER SP. 7 0 OAK QUERCUS SP.__ 7 402 12 BOXELDER ACER NECUNDO TIZ403 13 ASH FRAXINUS TP570 6 COTTONWOOD POPULUS DELTOIDIES 712571 6 COTTONWOOD POPULUS DELTODES 47 6 COTTONWOOD P P 5 DELTOIDES TR573 6 COTTONWOOD PU U D TOIDIES TR574 F6O ASH FRAXINUS TR575 10 C07TONWOOD POPULUS DELTODES 712576 11 BOXELDER ACER NEGUNOO TIZ577 10 COTTONWOOD POPULUS DELTODES TIZ578 12 BOXELD R ACER NEGUNDO TR57q IB B XELDER ACER NEGUNDO T12 55 13 BOXELDER ACER NECLNDU TR 56 ?0A514 BOXEL EP FRAXINUS22 TR552 6 ASH FRAXINUS TR553 32 BOXELDER ACER NEGUi T12 IFS 12 BOXELPeR ACER NEG TR555 15 ASH FRAXINUS 1 261 3 HACKBERRY CELTIS AC TR557 2 BOXELDER ACeR NEQUINVO TP558 4 BOXELOfIz ACeR NECUNDO TR589 IB ASH FRAXINUS_ TR5gO 14 ELM ULMUS T9591 12 ASN ACER NEGUNDO TR592 12 ASH FRAXINUS 712593 15 ASH PRAXINUS TR594 5 ASN FRAXINUS TR5g5 24 ASH FRAXINUS Teni12 2 BOXELDER ACER NECUNDO 712597 12 BOXELDER ACER NEGUNDO TR5g8 12 BOXELDER ACER Ni2 T12599 10 BOXELDEP ACER NECUNDO T2600 2 BOXELDER ACER NECUNDO TR 35 2 OXELDER ACER NEGUND TR602 12 BOXELDEP A ER NEGUNDO TP603 12 BOXELDER ACER NECUNPO TP604 12 BOXELDER ACER NEGUN T12280 14 ASH FRAXINUS TP606 24 OAK QUERCUS SP. TR607 12 ASH FRAXINUS T12283 12 BOXeLDE9 ACER NEGUNDO T2609 4 OAK QUERCUS SP. T1221311 12 OAK QUERCUS SP. TR256 25 K QUERCUS 5P. T12257 14 OAK QUERCUS SP. TR288 1 24 OAK QUERCUS 5P. 19289 15 OAK QUERCUS SP. TR2g0 19 BOXELDER ACER NEGUNDO TR291 FRAXINUS BOXELDER ACER NEGUNDO 18292 14 13OXELOCR ACER NEGUNDO TR q3 12 BOXELPERACER NEGUNDO TR294 . 14 BOXELDER ACER NECUNDO 712295 12 ELM ULMUS SP. TR296 15 BOXELDCRACER NEGUNDO 712297 10 OXFLDER ACER NEGUNDO TR2g8BOXELDER A CLM ACER NEGLl tR299 10 M ULMUS SP. TR300 113 BOXELPeR ACER NEGUNDO TR301 12 ASH FRAXINUS 103012 17 1 OAK QUERCUS SP. TR303 in BLACK CHERRY QUERCUS SP. TR463 12 1 Boxeotlz ACEP E TR464 12 BOXELDER ACER NECUNOO TP631 0 ASH FRAXINUS T12307 24 1 K QUERCUS SP. TQ1V)A 12 ASH PRAXNUS T124rF5 12 BOXELDER ACER NEGUNDO T123111 24 OAK QUERCUS SP. TR636 12 OAK QUERCUS SP. T1TR312 25 OAK QUERCUS SP. TRnn 14 OAK QUERCUS SP. TR314 24 OAK QUERCUS SP. _ - TR315 15 OAK QUERCUS SP. TR316 Ig BOXELDEP I ACER NEGUNOC T2317 12 BOXELDER ACER NEGUNDC _ 712318 14 BOXELDER ACER NEGUNDO 71231912 10 BOXeL R ACER NEGUNDO 71232014 13 BOXELDER ACER NEGUNDC 71232112 ACER NEGUNOO FLM ULMUS SP. _ 1832215 ACER NEGUNOO Boxel.DER ACER NEGUJDG TAS NO. DIA. INCHES COMMON NAME SCIENTIFIC NAME T2323 _ 9 10 q BOXELDER ACER NECUNDO TR324 12 BOXELDER NECUNDO TR325 PRELIMINARY PLAT _.ACER FPAXINU3 TR326 12 BOXELDER ArE-12 NECUNDO 112327 17 BOXELDER ACE -12 NEGUNDO TQ328 17- ELM ULMUS SP. T232q 12 BOXELDER ACeR NeGUNDO TIZ330 17 ELM ULMU5 SP. T2331 MAPLE ACER SP, TR332 12 ASH FRAX114US TIZ333 ACER NEGUNDO CEDAR THUJA SP. TR334 lb ASH FRAXINUS TR335 7A ElOXIELPER ACER NEGUNDO TR336 ly BOXELDER ACER NECUNOO TR337 16 BOXELDER TR335 I HONEYLOCUST TR33q FRAXINUS PINEPINUS SP, TR340 70 PINE PINUS SP TR341- 46 OAK QUERCUS SP. TR342 44 OAK QUERCUS SP. TR343 15 ASN FPAXINUS TR344 25 LARCH LARIX TR345 ACER NEGUNDO OAK 121 5P. T9346 2Q PINE PINUS SP. TR347 25 PINE PINUS SP. TR345 6 SPRUCE PICCA SP. 112349P40 7 OAK QUERCLIS SP, TR350PINE 6 POPLAR PINUS SP. TR35IELM ACER NEGUNDO POPLAR P 112352ASH 6 MAPLEACER FRAXINUS TR353ASH 7 MAPLE FRAXINUS 112354 ACER NEGUNDO BOXELDER ACER NEGUND O T 55BOXELDER 7 OAK CER UNDO 7 5 BOXE1_DER AC R O T 357 BOXELDER ACER NECUNOO TR358 16 BOXELOER ACER NEGUNDO 1R359 24 BOXELDER ACER NEGUNDO TR360 25 BOXELDER ACER NEGUNDO TR361 12 00XELDER ACER NEG N 0 TR362 36 BOXELDER ACER NEGUNOO T2363 12 BOXELDER ACER NEGUNDO TR364 12 BOXELDER ACC12 NE UNDO TR365 13 SOXELOER ACER NEGUNDO TR 66 13 BOXELDER ACER NECUNOO T12367 14 BOXELDER ACeR NEGUNPO TR365 12 BOXELDER ACER NEGUNDO TR369 18 BOXELOER ACER NEGUNDO T2370 12 13 BOXELDER ACER NEGUND T12,371 ASH 12 BOXELDER ACER TR372 ACER NEGUNDO 12 BOXELOER ACER NEGUNDO T12373 112539 17 BOXELDER ACER NEGUNDO T12374 13 BOXELDER ACER NEGUNOO TR375 60 BOXELDER ACER NECUNDO TRq7A I9 BOXELDER ACER NEGUNDO TIZ377 21 BOXELOER ACER NEGUNDO TR378 24 ASH ACER NEGUNDO TR37q 12 ELM ULMUS SP. TR350 18 CEDAR JUNIPERUS SP. TR35I 12 ELM ULMUS SP. TR548 22 ELM ULMUS SP. 12383 I 12ULMUS ELMR SP. TP384 7 BOXELDER ACENE UN O TR551 10 BOXELDER ULMUS SP. TR 56 6 BOXPLDE9 ACER NEGUNDO TR553 6 BOXELDER ACER NEGUNDO 712554 7 BOXi ACER NECUNOO TR359 II BOXIELDER ACER NEGUNDO TR556 II BOXELOER ACER NEGUNDO TR557 6 BOXEI DER ACER NEGUNDO T 9 6 ELDER ACER NEGUNDO TR55q 0 BOXELDeg ACER NECUNDO TR560 6 BOXELDER ACER NEGUNDO T12561 8 BOXELDER ACER NECUNDO TRjqfi 12 BOXELDER ACER NEGUNDO T23q7 6 BOXELOEP ACER NEGUNDO T2564 10 BOXELOEP ACER NEGUNOO TR39cl 12 BOXELDER ACER NEGUNDO 1 7 BOXELPRP ACER NEGUNOO I 12 BOXELOER ACER NEGUNDO 7 402 10 BOXELDER ACER NEGUNOO TIZ403 10 BOXELDER ACER NEGUNDO TP570 6 BOXELDE12 ACER NEGUNOO 712571 6 BOXELDER ACER NECUNDO 111 6 BOXELDER ACER NEGUNDO TR573 6 BOXELDER ACER NEGUNDO TR574 10 ASH FRAXINUS TR575 10 BOXEL E9 ACER NECUNDO 712576 11 BOXELOER ACER NEGUNDO TIZ577 10 BOXEL ER ACER NEGUNDO TIZ578 12 BOXELDER ACER NEGUNDO TR57q 12 B XIELPER, ACER NEGUNDO TR 14 12 BOXEL EP ACER NEGUNDO T12581 6 BOXEL EP ACER NEGUNDO TR552 6 BOXELDER ACER NEGUNDO TR553 10 BOXELDER ACER NEGUNDO T12 IFS 8 BOXELDER ACER NEGUNDO TR555 10 BOXELDER ACER NEGUNDO TR586 7 -ASH TR735 FRAXINUS TR557 10 BOXELDER ACER NECUNDO TP558 6 BOXELDER ACER NEGUNDO TR589 7 BOXELDER ACER NEGUNDO TR5gO 10 BOXELDER ACER NEGUNDO T9591 9 BOXELDER ACER NEGUNDO TR592 IO BOXELDER ACER NEGUNOO 712593 8 ASH PRAXINUS TR594 7 ELM 7 TR5g5 8 ELM ULMUS Ti 2 ELM ULMUS 712597 0 ELM ULMUS TR5g8 8 BOXELDER ACER NEGUNOO T12599 10 ELM ULMUS T2600 7 ELM ULMUS TR 35 15 ELM ULMUS TR602 8 ELM ULMUS TP603 8 BLACK CHERRY PRI SER1211i TP604 9 ELM ULMUS Ti 2 BLACK CHERRY 6 TP606 8 BLACK CHERRY PRUNIJS 511 TR607 12 1 BLACK CHERRY PRUNUS SeROTINA 712608 20 1 CRABAPPLE MALUS SP. T2609 10 MAPLE ACLR SP, TR610 q MAPLE ACER SP. 712611 ACER NEGUNDO LM ULMUS TR612 9 LM ULMUS TR6 L3 ACER NEGUNOO BLACK CHERRY TR614 9 ELM U MUS TR449 20 BLACK CHERRY PRUNUS SEROTIbIA. T2450 FRAXINUS ELM ULMUS T12451 12 ELM ULMUS 112452 q ELM ULMUS T12453 10 1 ELM ULMUS TR454 i ELM ULMUS TR455 - SOXELDER ACER NEGUNOO TR456 10 OAK QUERCUS TR457 A CLM ULMUS TR455 10 OAK QUERCU5 SP, 1R459 12 OAK QUERCUS TR460 11 OAK Qui TR461 r BLACK CHERRY ULMUS SP. TR462 in BLACK CHERRY PRUNUS sego%A TR463 7 ELM ULMUS TR464 9n BOXELDER ACER NEGUNDO TP631 0 BOXELDER ACER NEGUNDO TP632 10 OAK Qui TR633 2 BOXELDER ACER NEGUNDO T124rF5 12 ELM ULMUS III a ELM ULMUS TR636 II ELM ULMUS T12471 IQ OAK QUERCU5 5P. IT472 10 ELDER ACER NEGUNDO JR473 II BOXELDER ACER NECUNDO T12474 10 BOXELDER ACER NEGUNOO TR475 20 BOXELDER ACER NEGUNDO TP476 12 DOXELDEP ACER NEGUNDO TR477 7 BOXELDER ACER NEGUNDO TR478 10 BOXELDER ACER NEGUNDO TR479 13 BOXELDER ACER NEGUNOO TR480 ACER NEGUNOO CRABAPPLE MALLS 5P. 712481 ACER NEGUNOO CRABAPPLE MALUS SP. 712482 ACER NEGUNOO MAPLEACCR SIP. 712483 ACER NECUNOO ELM ULMUS TAG NO. DIA. INCHES COMMON NAME SCIENTIFIC NAME TR484 TR455 712486 TR487 712488 _ 9 10 q MAPLE MAPLE MAPLE ACER SP. ACER SP. ACER SP. T2489 11 ASH FRAXINUS TR490 PRELIMINARY PLAT ASH FRAXINUS 1R4g1 q K FRAXINUS TR4g2 b MAPLE: FRAXINUS TR493 10 St. GK CHeRRT PQUNU5 TR494 6 ASH FRAXINUS 112495 6 ASH PRAXNUS TR4% ASH FRAXINUS TR4g7 7 ASH FRAXINUS TR400 ACER NEGUNDO 4 ASH TR4g9 72656 7 TR500 7A TR657 NEGUND TR501 AXNUS TR658 4 TR502 FRAXINUS TR659 18503 FRAXINUS TR660 TR504 FRAXINUS T9661 712505 6 OAK QUERCU5 59. TR506 ASH FRAXNUS ACER NE UNDO TR507 OAK-- -0JEQcU5_SP_ TR508 9 ASH NOUNDo T12509 9 ASH FRAXINUS TR510ELM ACER NEGUNDO ' TR511 I ASH PRAXNUS TR512 8 POPLAR POPULUS SP. 712513 6 POPLAR POPULUS SP. TR670 7 POPLAR POPULUS SP. TR671 6 POPLAR POPULUS SP. TR672 ACER NEGUNDO POPLAR POPULUS SP. TIZ673 6 MAPLEACER SP. ftTF25175 7 MAPLE ACER SP. TR675 ACER NEGUNDO BOXELDER ACER NEGUNOO TR676 7 OAK QUERCUS SP. TR677 5 MAPLE ACER SP. TR522 7 MAPLE ACER SP. T 5 3 7 BLACK CHERRY PRILINUS SEROTINA TR524 6 MAPLE ACER SP. TR525 9 MAPLE ACER SP. T526TR526 q MAPLE ACER SP. TR527 10 K CHi PVUNU5TN T 528 20 BOXELOER ACER NEGUNOO TR5 6 BOXELDER ACER NEGUNDO TR530 6 BOXE-LDE92 ACER NEGUNDO TR531 18 BOXELDER ACER NEGUNDO 7 53 6 BOXELDER ACER NEGUNDO T12533 II BOXELDER ACER NEGUNDO 112534 10 BOXELDER ACER NEGUNOO T035 12 BOXELDER ACER NEGUNDO TR536 8 ASH FRAXINUS 12537 5 L ACER NEGUNDO 112538 30 BOXELDER ACER NEGUNOO 112539 5 ASH FRAXINUS 712540 7A K ACER NEGUNDO TR541 20 ASH PRAXNUS TR542 q ASH PRAXNUS TR543 10 ASH FRAXINUS TR544 12 ASH FRAXINUS TR545 7L RY -P-R-U-NU5 5EPOTINA TR546 18 CRABAPPLE MALLS SP. TR547 7 ANH FRAXINUS TR548 8 BOXELDER ACER NEGUNDO TR549 1 15 BOXELDER ACER NEGUNDO TR550 q BOXELDER ACER NEGUNDO TR551 7 BOXELDER ACER NEGUNDO TR552 10 13OXE-LDER ACER NEGUNOO TR553 9 BOXELDER ACER NEGUNOO 712554 7 13OXELDEP ACER NECUNDO TR555 14 CRABAPPLE MALUS SP. TR556 6 ASH FRAXINUS TR557 7 1 BOXELDER ACER NEGUNDO TR558 10 BOXELDER ACER NEGUNOO TR55q 10 BOXELDER ACER NEGUNDO TR560 8 BOXELDER ACER NEGUNOO T12561 14 CRABAPPLE MALLS SP. TR562 8 ASH FRAXINUS T2563 10 13OXE-LDER ACER NEGUNDO T2564 7 BOXELDER ACER NEGUNDO TR565 8 BOXELDER ACER NEGUNDO TR566 8 BOXELPER ACER NECUNOO TR567 q BOXELDER TR721 TR568 20 BOXELDER POPULUS SP. TR56q 25 BOXELPER ACER NECUNDO TP570 8 BOXELOER ACE12 NECUNDO 712571 q BOXIE-ILDEP POPULU5 SP. 111 10 BOXELDER POPULUS SP. TR573 8 BOXIELPER ACER NEGUNDO TR574 10 BOXCLPER ACER NEGUNQQ TR575 10 BOXELDER ACER NeGUNQQ 712576 9 POPLAR POPULUSSP. TIZ577 9 BOXLDep ACER NEGUNOO TIZ578 7 BO ELDER ACER NEGUNOO TR57q 7 1 BOXELPERACER NEGUNDO TR580 II OAK QUE12CUS SP. T12581 9 BLACK CHERRY PRUNUS SEROTINA TR552 10 BOXELDER ACER Ne(;UNPQ TR553 10 BOXELDE12 ACER NECUNOO TR554 9 POPLAR POPULUS TR555 q BOX MR ACER NECUNVO TR586 7 TR735 II TR557 II BOXELDER ACER NEGUNO TP558 12 ASH FRAXNU5 TR589 6 BOXELDER ACER NECUNQQ TR5gO 9 TR742 6 T9591 9 BOXEI_PeR ACER NEGUNDO TR592 10 1R744 q 712593 8 TR745 8 TR594 7 712746 7 TR5g5 8 TP747 6 TR596 20 BOXELDER ACER NEGUNUO 712597 20 BOXeLDER ACER NECUNOO TR5g8 9 TR750 8 T12599 12 TR751 II T2600 20 MAPLE ACER SP. TR601 10 ELM ULMUS SP. TR602 10 18754 8 TP603 8 BOXELDER ACER NEGUNPO TP604 q BOXELDER ACER NECUNDO 712605 q TR757 6 TP606 7 ELM ULMUS SP. TR607 10 BOXELDER ACER NECUNI20 712608 ACER SP. TR760 5 T2609 10 BOX�LQIER ACER NECUNQU TR610 q BOXELDER ACE12 NECUNOO 712611 ACER NEGUNDO TR763 10 TR612 9 BOXELDER ACER NeGUNOO TR6 L3 ACER NEGUNOO T9165--18 TR614 9 TIZ766 I TR615 9 BOXELDER g TR616 FRAXINUS TR765 -ACER-NEGUNOO 712617 FRAXINUS TR768 TRE 18 FRAXINUS R I TR619 10 ELM ULMUS SP. TP620 ACER SP. TR772 E5 TR621 ACER SP. TR773 q 712622 8 BOXeLPER ACER NEGUNOO TR623 PRAXNU5 TR775 7 TR624 ACER NEGUNDO TR776 ULMUS SP. TR625 q ELM ULMUS SP. 112626 7 ELM ULMUS SP. TR627 10 ELM ULMUS SP. TR628 7 T9715 0 8 TR1529 6 ELM ULMUS SP. TP630 10 ELM ULMUS SP. TP631 q ELM ULMUS SP. TP632 7 MAPLE ACE12 SP TR633 PRAXNUS TR7 T9634 6 ELM ULMUS SP. TP635 10 ASH PRAXNLIS TR636 ACER NEGUNOO T127B8 7 TP637 ACER NEGUNDO TR7 6 TR635 9 MAPLE ACER SP. TR63q 7 ELM ULMUS SP. BOXELDER ACER NEGUNOO TR7q 10 P 9 TR7g3 6 kTP64O R642 ACER SP. ELM ULMUS SP. R643 14 ELM ULMUS SP. 712644 14 HACKBERRY CELTIS ACCDENTALIS TAG NO. DIA. INCHESCOMMON NAME SCIENTIFIC NAME 712645 PRELIMINARY TREE Ni A H FRAXNUS TQ646 11 ASH FRAXINUS T 6.0 PRELIMINARY PLAT ASH FRAXINUS TP648 8 ASH FRAXINUS TR649 ASH FRAXINUS 712650 ASN PRAXINUS Ti 10 ASH FRAXINUS Ti 6 ASH PRAXNUS TR653 ASH FRAXINUS TIZ654 712815 ASH FRAXINUS TR655 ACER NEGUNDO 4 ASH FRAXINUS 72656 7 ASH FRAXINUS TR657 ASH AXNUS TR658 4 ASH FRAXINUS TR659 ASH FRAXINUS TR660 -ASH FRAXINUS T9661 ASH PRAXNUS BOXELDER TR662 ASH FRAXNUS BOXELDER TR663 MAPLE ACER SP. TP664 9 ASH FRAXINUS TR6 5 ASH FRAXINUS 712666 ACER NEGUNDO CEDAR THUJA SP. TR 667 ACER NEGUNDO ASH FRAXNUS TR668 7 ASH FRAXNUS TIZ669 v BOXELOER ACER NEGUNDO TR670 7 BOXELOER ACER NEGUNDO TR671 6 ASH PRAXNUS TR672 ACER NEGUNDO BOXELDER ACER NEGUNDO TIZ673 6 ASH FRAXINUS TR674 7 BOXELDER ACER NEGUNDO TR675 ACER NEGUNDO ASH FRAXINUS TR676 7 BOXELDER ACER NEGUNOO TR677 5 1 BOXELDER ACER NEGUNOO TR678 7 BOXELDER UNDO _ 1R67q II BOXELDER GUNDO TR680 7 BOXELDER GUNOO TR651 q ASH T9652 15 ASH UFRAX(NU5 TR683 18 ASH 712684 II MAPLE .112685 712845 8 BOXELDER GUNDOTR686 T2846 IO ASH TR687 7 13OXCLOEP ACER NEGUNOO TR658 7 ASH FRAXINUS TR659 7 BOXELOER ACER NECUNDO TR640- 7 ASH HZ N S tR6gl B ASH FRAXINUS TR6g2 6 MAPLE ACER 5P. TR6g3 10 BOXELDER ACER NEGUNDO 712694 5 BOXELDER ACER NEGUNOO TR695 8 BOXCLOE12 ACER NEGUNDO TR696 IO BOXELDER ACER NEGUNDO 712697 6 OAK QUERCUS SP. TR6g8 _7 BOX-ELPER ACER NECUNDO 1R69q 7 WLLOW SALIX SP. TR700 9 ELM ULMUS SIP. TR701 7 ASH PRAXNUS TR562 TIZ702 7 ASH PRAXNUS TR703 q COTTONWOOD POPULUS DELTOVE-5 TR704 10 COTTONWOOD POPULUS DELTOIDES 78705 7 COTTONWOOD POPULUS DELt01DES TR706 7 COTTONWOOD POPULUS DELTOIDES TR707 6 POPLAR POPULUS SP. TR700 8 POPLAR POPULUS SP. 112709 II POPLAR POPULUS SP. tR710 9 POPLAR POPULUS SP. 112711 FPAXINUS 10 POPLAR POPULUS SP. TR712 1R573 10 POPLAR POPULUS SP. TR713 7 9 POPLAR POPULUS SP. 12 TR714 MALUS SP. 9 POPLAR POPULUS 5P. ULI 5P. TR715 8 8 POPLAR POPULUS SP. 712716 8 POPLAR POPULUS SP. 112717 _7 POPLAR POPULUS SP. TR70 9 POPLAR POPULUS SP. TR71q 7 POPLAR POPULUS SP. TP720 q POPLAR TR553 P PULUS SP. TR721 q POPLAR T12884 POPULUS SP. T9722 10 POPLAR POPULUS SP. TR723 7 POPLAR POPULUS SP. _ TR724 8 POPLAR POPULU5 SP. 18725 10 POPLAR POPULUS SP. TR726 10 POPLAR POPULUS SP. 112727 8 POPLAR POPULUS SP. T12725 9 POPLAR POPULUS 5P. TR729 8 POPLAR POPULUSSP. TR730 8 POPLAR POPULUS SP. 18731 q POPLAR POPULUS SP. ASH TR732 9 POPLAR POPULUS SP. TR733 10 POPLAR POPULUS SP. TR734 8 POPLAR POPULUS SP. _ TR735 10 POPLAR POPULUS SP. TP -736 IO POPLAR POPULUS SP. TR737 II POPLAR POPULUS SP. TR735 II POPLAR POPULUS SP. TR739 7 POPLAR -POPULUS SP. TR740 8 BOXELDER ACER NEGUNOO TR741 q BOXELOER ACER NEGUNDO TR742 6 BOXELDER ACER NEGUNDO T9743 6 BOXELDER ACER NEGUNDO 1R744 q ASH PR NU TR745 8 ASH FRAXNUS 712746 7 BOXELDER ACER NECUNOO TP747 6 ASH FRAXINUS TR745 q ASH FRAXINUS T2749 9 ASH PRAXNUS TR750 8 BOXELDER ACER NEGUNDO TR751 II ASH FRAXNUS TR752 6 13OXCLOER ACER NEGUNDO TR753 12 BOXELDE12 ACER NEGUNOO 18754 8 ASH PRAXNUS TR755 10 BOXELDER ACER NEGUIOO TR756 7 ASH PRAXNUS TR757 6 ASH FRAXINUS TR755 6 ASH FRAXINUS a TR75q 16 MAPLE ACER SP. TR760 5 ASH PRAXNUS TR761 B ASH PRAXNUS TIZ762 II BOXELOER ACER NEGUNDO TR763 10 ELM ULMUS TR764 11 BOXELDER ACER NEGUNOO T9165--18 BOXELDER ACER NEGUNDO TIZ766 I I ASH PRAXNUS TR767 g ASH FRAXINUS TR765 II ASH FRAXINUS TR768 ASH FRAXINUS R I ASH FRAXINUS 12771 7 1 MAPLE ACER SP. TR772 E5 MAPLE ACER SP. TR773 q ELM ULMUS TR 7 ASH PRAXNU5 TR775 7 13OXE-LDER ACER NEGUNDO TR776 20 BOXELOER ACER NEGUNOO TR7 ASH FR US TR775 6 ELM ULMUS SP. TIZ779 7 HACKBERRY CELTIS ACCDENTALIS T9715 0 8 BOXELOER ACER NECUNOO 712781 MAPLE ACER SP. _ TR752 HACKBERRY CELTIS ACCDENTALI T14753 HACKBERRY CELTIS ACCDENTALIS TIZ754 I ASH PRAXNUS TR7 IRONWOOD OSTRYA VIGININ BOXELDER ACER NEGUNOO TR757 7 BOXELDER ACER NEGUNOO T127B8 7 BOXELDER ACER NEGUNDO TR7 6 BOXELOER ACER NECUNDO TR7g0 5 BOXELOER ACER NEGUNOO TI q BOXELDER ACER NEGUNOO TR7q 10 BOXELDER ACER NEGUNDO TR7g3 6 MAPLE ACER SP. TR7g4 q BOXELOER ACER NEGUNOO T9 5- q BOXELOER ACER NEGUNDO TR7% 13 BOXELOER ACER NEGUNOO TR7g7 q BOXELDER ACER NEGUNOO _ T9795 q BOXELDER ACER NEGUNOO TR7g9 7 BOXELDER ACER NEGUNOO TR 00 BOXELDER ACER NECUNOO R B BOXELOER ACER NEGUNDO TR502 6 BOXELDER ACER NEGUNDO TR803 10 BOXELDER ACER NEGUNOO __TR504 10 BOXELDER ACER NEGUNOO tR805q BOXELDER ACER NEGUNDO P • f TAG NO. INCE ES COMMON NAME SCIENTIFIC NAME C1.2 PRELIMINARY TREE Ni OXELDER ER NE ND C3.2 PRELIMNARY GRADING DETAILS ASH FRAXINUS TeaOSASH PRELIMINARY PLAT T504013 FRAXINUS TR509 9 ASH FRAXINUS TP810 712811 TR812 10 TR513 TR514 BOXELOER ACERXXIINEGUNDO 712815 BOXELDER ACER NEGUNDO 712816 BOXELDER ACER NEGUNDO 712817 BOXELDER ACER NEGUNDO TR515 CRABAPPLE _PF MALUS SP. TR81q TR020 R TR521 TR822 Y 0 BOXELDER ACER NEGUNDO TR523 20 BOXELDER ACER NEGUNDO TR524 ASH TR825 10 A3_H_ TR526 BOXELDER ACER NEGUNDO T9827 10 BOXELDER ACER NEGUNDO TR028 TR829 I BOXELDER ACER NEGUNDO TR030 8 BOXELDER ACER NEGUNDO 712831 9 BOXELDER ACER NEGUNDO TP832 q BOXELDER ACER NEGUNDO TR833 U BOXELDER ACER NEGUNOO tR834 II H KBERRY T12835 9 BOXELDER ACER NEGUNDO TR536 B BOXELDER ACER NEGUNDO 112837 ly BOXELDER ACER NEGUNDO 18838 6 EEM- Ui SIP. TR83q 10 ASH 712840 12 TR841 15 TR842 9 TR843 712844 II 712845 7 ELM ULMUi T2846 6 CRABAPPLE MALUS SP. 12847 BOXELDER ACER NEGUNDO TR845 5 BOXELDER ACER NEGUNDO TR849 IS ELM ULMU5 5P. 112850 18 CEDARTHUJA 712851 18 CEDAR J TR552 CEDAR THLIJA 5P. 18853 20 ELM Ui 5P. TR054 15 CEDAR THUJA SP. TR555 II TR856 1 8 TR557 6 ELM TR858 7 TR859 7 ASH FPAXINUSi_ TR860 7 MA5HS 72861 10 ULMU5 51F. TR562 20 TR863 TR064 9 ASH FRAXINUS TR865 6 TR866 6 A�� FRAXINUS TR567 12 TP566 15 ANT- FRAXINUS TR869 7 ASH FRAXINUS 712870 14 TR871 4A94- FPAXINUS TR872 0 ELM -ULMU5 5P. 1R573 7 TR574 7 ASH FRAXINUS TRO75 12 CRABAPPLE MALUS SP. 712876 10 ELM ULI 5P. TR877 8 TP578 14 TR87q 7 Ui SP. TR850 9 TR881 10 TR882 9 BOXELDER ACER NEGUNDO TR553 8 BOXELDER XCER NEGUNDO T12884 6 ASH FRAXINUS TR585 10' __AS�F_ FRAXINUS TR856 q BOXELDER ACER NEGUNOO TR887 7 712888 15 TR88q 7 MM ULMU5 5P. TR8gO 12 TR891 q CRABAPPLE MALUS 5P. TR8g2 7 18893 - 8 __71314 FPAXiNU5 TR894 6 ASH __FqAxFhIUS__ 712895 9 TR8% 10 TR8g7 7 I 4 0 Sm EXISTING BASE LINE CANOPY COVERAGE 45% PER ACRE (EXCLUDED WETLAND AND BLUFF AREAS) MINIMUM CANOPY COVERAGE 35Y PER ACRE- BASE CREBASE ON LOW DENSITY RESIDENTIAL POST DEVELOPMENT BASE LINE CANOPY COVERAGE 14% PER ACRE REQUIRED CANOPY TO MEET MINIMUM COVERAGE 21% PER ACRE (328,399 SF.) REPLACEMENT CANOPY 328,389 SF. X 1.2 = 394,079 5F. 394,079 5F./ 1,089 = 362 TREES TOTAL COVERAGE 394,079 SF. OR 362 TREES WILL Be PROVED TO MEET MINIMUM COVERAGE REQUIREMENT. SITE DEVELOPMENT REQUIREMENT ADDITIONAL I DECIDUOUS TREE PER LOT WILL ALSO Be PROVIDED. THIS REQUIREMENT WILL Be WAIVED FOR A LOT WITH A SUITABLE EXISTING TREE (MINIMUM 2.5" CAL.) IN AN APPROPRIATE LOCATION ON THE LOT. I. NO CLEARING: EFFORTS SHALL Be STARTED WITHOUT THE CAREFUL COORDINATION WITH THE OWNER'S REPRESENTATIVE N ORDER TO UNDERSTAND WHICH TREES ARE TO BE SAVED AND/OR REMOVED 2. THE GRADING CONTRACTOR SHALL INSTALL SILT FENCE AND TREE PROTECTION FENCE PRIOR TO COMMENCING GRADING ACTIVITIES AND SHALL MAINTAIN SAID FENCE FOR DURATION OF CONSTRUCTION ACTIVITIES. SEE SILT FE;Xe TREE PROTECTION FENCE LIMITS ON C3.1 SHEET. UPON ESTABLISHMENT OF TURF THE CONTRACTOR SHALL REMOVE SILT FENCE AND TREE PROTECTION FENCE AND DISPOSE OFFSITE. 3. THE CONTRACTOR SHALL SCHEDULE THEIR OPERATIONS TO MINIMIZE THE DISTURBED AREA AT ANY GIVEN TIME. LANDSCAPE REPLACEMENT NOTES I. WHEN PLANTING TREES, ONE (1) TREE SHALL BE DEEMED TO PROVIDE ONE THOUSAND EIGHTY-NINE (1,089) SQUARE FEET OF REQUIRED CANOPY COVERAGE. 2.TREES MUST BE FROM APPROVED LIST OF DESIRABLE SPECIES (PREFERENCE GIVEN FOR TREES DESIGNATED AS NATIVE. 3.NO MORE THAN ONE-THIRD (1/3) OF THE TREES MAY Be FROM ANY ONE (1) TREE SPECIES. 4.1REE5 SHALL AVERAGE AT LEAST TWO -AND -ONE -HALF-INCH CALIPER AND MAY BE A MINIMUM OF ONE -AND ONE -HALF-INCH CALIPER. 5.NOT LESS THAN TWENTY (20) PERCENT OF THE TREES SHALL Be CONIFERS. &CONIFER TREES SHALL AVERAGE SEVEN PEET AND SHALL BE A MINIMUM OF SIX (6) FEET IN HEIGHT. 7.17LANT MATERIALS USED FOR THE REFORESTATION SHALL BE OF A SIMILAR SPECIES AS VEGETATION FOUND ON SITE. STRESS SHALL Be USED THAT ARE APPROPRIATE TO THE SOIL CONDITIONS FOUND ON SITE. q.TRESS SHALL BE PROM CERTIFIED NURSERY STOCK AS DEFINED AND CONTROLLED BY MINNESOTA STATUTE SECTIONS 18.44 THROUGH 18.61, THE PLANT PEST ACT. IO.TREES SHALL Be PLACE N CONTINUATION OF EXISTING STANDS OR IN NEW STANDS IN DESIRABLE LOCATIONS SUCH AS ALONG ROADWAY CORRIDORS, ON THE NORTH AND WEST PERIMETERS OF THE DEVELOPMENT, IN COMMON OPEN AREAS, IN BACKYARDS OF LOTS, OR ADJACENT TO PARK FACILITIES. IF COVERAGE AREA CHANCES BASED ON ADDITIONAL TREE INVENTORY, THE PLAN DEVELOPMENT WILL REFLECT THE CHANGES. 'AL 'KARL POEI CRIMSON PYGM BARBERR AMUR MAPLE DMOOR JUNIPER T�I'FIC4L CUL-DE-5AC FLANTING NO SCALE OWNER5/DEVELOPER5 YOBERRY FARMS, LLC BILL COFFMAN 7105 HAZELTINE BLVD. EXCELSIOR, MN 55331 (612) 202-0692 DAVID HURRELL 7460 BENTBOW TRAIL CHANHASSEN, MN 55,331 KAREN WEATHERS CITY 7235 HAZELTINE BLVD EXCELSIOR, MN 55331 N0TE5 mffiss MINNESOTA CIVIL SHEET INDEX SHEET TITLE CO.1 CIVIL TITLE SHEET C1.1 EXISTING CONDITIONS AND DEMOLITION PLAN C1.2 PRELIMINARY TREE Ni C3.1 PRELIMINARY GRADING & EROSION CONTROL. C3.2 PRELIMNARY GRADING DETAILS C4.1 PRELIMINARY UTILITY PLAN C5.1 PRELIMINARY PLAT REVISION HISTORY DATE REVISION REVIEW 11/15/04 STAFF COMMENTS PROJECT MANAGER REVIEW tn; DAi@ CERTIFICATION I hereby oert,y that the pan was prepared q• me, or under my dvect superos on. and that I am a duly L,ceneed prolessional Engmeer under the laws of the 5bte of MINNESOTA Stephen M. Johnston rtegetrabon No: 18.914 DATE: 11/15104 54hanme 51omm is a dertal roproduct,cm of ongmsl. Wet Signed copy of the plan on file at Lardlorm Engineering Company offices and a awdabk upon request. REVISED PRELIMINARY 50MITTAL NOVEMBER 15, 2004 PROJECT: YOBERRY FARM CHANHASSE N, MN LANDFORM MINNEAPOLIS -PHOENIX 510 First Avenue North, 5343 North 16Th Street, Baler North Building, Suite 650 Madison Square, Suite 460 Minneapolis, MN 55403-1610 Phoenix, AZ 85016-3234 Phone 612-252-9070 Phone 602-952-9154 Fax 612-252-9077 Fax 602-952-9155 www.landform.net FILE NAME C102T513.DWG PROJECT NO. T504013 PRELIMINARY TREE INVENTORY C102 © LANDFORM 2004 r %Q) �T W 1 27.0 �B W 1 A l T W 1029.0 / L/ L_ - /ROCK CONSTRI.IC710N C3.2 ENTRANCE (TYP,) J/ II _ I =-WIVEWAv En9EfEf1i ARL " < 3' ,�3ATCHBASIN C3.2 PROTE&Jr ON 47rl o h� j \ ��. ,q ' l 94 05 o _ I{EXISTING POND / / I /'" rq 0 � OWERFLOW \1036.0 \V R' _ 100 YR. HWa 1035.9 \ 105 o I \ H I IN \�\ \ \`\ iI I I I I I I I I I TITLE I / / CIVIL TITLE SHEET CI.1 EXISTING CONDITIONS AND DEMOLITION PLAN CI.2 PRELIMINARY TREE INVENTORY I ---J I PRELIMINARY GRADING & EROSION CONTROL C3.2 PRELIMINARY GRADING DETAILS af T 'W 1038.5 `-- B W 1027.0 , i I I I� L I Il J PROJECT MANAGER REVIEW FINISHED GARAGE FLOOR ELEVATION I 11047.8 BY, STEVE JOHN5TON DA14 11/75/04 N 1046.4 CERTIFICATION I I hereby certify that the plan was prepared ley me, or under my dimct I. GARAGE FLOOR ELEVATION IS ALWAYS FACING THE ROAD. super' aOn, and that I am a duly Lcd+srd roof m'orul rngmeer under the lava of the state of MINNESOTA. I _ ' MANY TREES AS POSSIBLE. { j I I I I L t a_ I L - JAROVID STEPS FOR'-' NO SCALE TRADE--ITRANSITION , -- this plan on file at Landform Ergmeer,ng Compar y offices and Is available upon request. REVISED PRELIMINARY SUBMITTAL NOVEMBER 15, 2004 , YOBERRY FARM CHANHASSEN, MN fw% 1 i r %Q) �T W 1 27.0 �B W 1 A l T W 1029.0 / L/ L_ - /ROCK CONSTRI.IC710N C3.2 ENTRANCE (TYP,) J/ II _ I =-WIVEWAv En9EfEf1i ARL " < 3' ,�3ATCHBASIN C3.2 PROTE&Jr ON 47rl o h� j \ ��. ,q ' l 94 05 o _ I{EXISTING POND / / I /'" rq 0 � OWERFLOW \1036.0 \V R' _ 100 YR. HWa 1035.9 \ 105 o I \ H I IN \�\ \ \`\ iI I I I I I I I I I TITLE I / / CIVIL TITLE SHEET CI.1 EXISTING CONDITIONS AND DEMOLITION PLAN CI.2 PRELIMINARY TREE INVENTORY I ---J I PRELIMINARY GRADING & EROSION CONTROL C3.2 PRELIMINARY GRADING DETAILS af T 'W 1038.5 `-- B W 1027.0 , i I I I� L I Il J PROJECT MANAGER REVIEW FINISHED GARAGE FLOOR ELEVATION I 11047.8 BY, STEVE JOHN5TON DA14 11/75/04 N 1046.4 CERTIFICATION I I hereby certify that the plan was prepared ley me, or under my dimct I. GARAGE FLOOR ELEVATION IS ALWAYS FACING THE ROAD. super' aOn, and that I am a duly Lcd+srd roof m'orul rngmeer under the lava of the state of MINNESOTA. I _ ' MANY TREES AS POSSIBLE. { j I I I I L t a_ I L - JAROVID STEPS FOR'-' NO SCALE TRADE--ITRANSITION , -- this plan on file at Landform Ergmeer,ng Compar y offices and Is available upon request. REVISED PRELIMINARY SUBMITTAL NOVEMBER 15, 2004 PROJECT: YOBERRY FARM CHANHASSEN, MN I 1050.0 g of , \ �O' % - - e 101 _ in 4 Q O Io A , � ��,✓^o��....,.` �. �;. /� 1 � �>�� - _ ,.Ibl4 �� I .�\\\ ��. 9:7 2 \: f v --- \ 5982 - .,,.:: wR �, ,,.ra ..�.. •.��. .. � Imo\ I I � 71 M I Aid 4 - - -- -- -� -- F - - -- --- \ N / \ C3.2 SILT FENCE (TYP.) I CATCH 8AS 1 I \ 2 -,_ I i I✓ o Y i " ._. 4 PROTECTION 1Y>>' Q 1 _.� A it P I I I I. • i \ / J -:- I I r- l a r v. .� r. r. • -r i r • i r TEL_ - ` - - -_-- L I II / /%/ I I \ i ~"l_ ,11 .1/. : - - - -y I •• / / < , , i l_ .. 1, . .r r-, ., I r L_ : _ I • L. ,-r 1. 1. I , I . , ------ - JI I \ �I 1 IL_,-,vA3 • il•l� / • I4 I # J' \ mss, C -- ,� v V �1 l I IIN ' 1037 o° - - I �1`� I � AV \� --- - - ro wI' i HY IN THIS TW 100dl0O' T W 1009.0 lw 1ooe.0 RED AN WILL B' W 994.0 B/W 996.0 \ ff�� M .., 6/W--8.0 I COMPLEpION. ( 'I _, "`��.~•� r ` � � - � !,'lj / ,� � \ � I EM NOTES 1,; SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS I. BACKGROUND INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHY SURVEY PERFORMED BY LANDFORM, MINNEAPOLIS, MINNESOTA, ON MAY 5, 2004, E-XPRE55LY FOR THI5 PROJECT. ADDITIONAL UTILITY INFORMATION SHOWN WAS PROVIDED BY CITY OF CHANHASSEN, MNNE50TA AS -BUILT DRAWINGS. UTILITY LOCATIONS TO BE FIELD VERIFIED PRIOR TO EXCAVATION / CONSTRUCTION. IF ANY DISCREPANCIES ARE NOTED, THE ENGINEER SHOULD BE IMMEDIATELY NOTIFIED FOR RESOLUTION. EROSION CONTROL NOTESOMFUMMMM 2, THE CONTRACTOR SHALL INSTALL SILT FENCE PRIOR TO COMMENCING GRADING ACTIVITIES AND SHALL MAINTAIN SAID FENCE FOR DURATION OF CONSTRUCTION ACTIVITIES. UPON ESTABLISHMENT OF TURF THE CONTRACTOR SHALL REMOVE SILT FENCE AMC) DISPOSE OFFSITE. 3. THE PONDS SHALL BE EXCAVATED AS EARLY IN THE CONSTRUCTION PROCESS AS POSSIBLE. THE CONTRACTOR SHALL REMOVE THE SILT FROM THE POND AFTER TURF IS ESTABLISHED IN THE PROJECT. 4. AFTER GRADING IS COMPLETE THE CONTRACTOR SHALL INSTALL BMP'S AS SHOWN ON THE PLAN TO MINIMIZE EROSION. 5. ADJACENT STREETS SHALL BE SCRAPED CLEAN DAILY AND SWEPT CLEAN WEEKLY. 6. THE CONTRACTOR SHALL LIMIT HIS ACTIVITIES TO THE GRADING LIMITS SHOWN ON THE GRADING PLAN. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LOCAL ORDINANCE. 7. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS TO MINIMIZE THE DISTURBED AREA AT ANY GIVEN TIME. 8. ALL DISTURBED NON -PAVED AREAS SHALL Be RESTORED 'WITH A MINIMUM OF FOUR INCHES (4") OF TOPSOIL AND SEED AS DIRECTED BY THE ENGINEER, WITHIN THE FOLLOWNC: > 3:1 SLOPE 7 DAYS, 3:1 TO 10:1 SLOPE 14 DAYS, AND < 10:1 SLOPE 21 DAYS PERIOD FOLLOWING COMPLETION OR SUSPENSION OF GRADING ACTIVITY IN THAT PARTICULAR AREA. 9. ALL SEED, SOD, MULCH AND FERTILIZER SHALL CONFORM WITH FOLLOWING MNDOT SPECIFICATIONS, AS MODIFIED BELOW: ITEM SPECIFICATION NUMBER 500 3878 SEED (TYPE 50 040 LB/AC.) + (IIOA ® 60 LB/AC) 3876 MULCH (TYPE I. DISC ANCHORED) 3882 FERTILIZER 3881 GENERAL PLACEMENT 2575 GRADING & PAVING NOTESPF 10• PROPOSED SPOT ELEVATIONS SHOWN AT CURBLINES ARE FLOWLINE ELEVATIONS UNLESS INDICATED OTHERWISE. 11. PAVING SECTIONS: a. BITUMINOUS PAVING 1-1/2" BITUMINOUS WEAR (MNDOT 2350 LVWE3503013) TACK COAT (MNDOT 2357) 2" BITUMNOUS BASE (MNDOT 2350 LVNW350306) 12" CLASS 5 AGGREGATE BASE 24" SELECT GRANULAR BASE (MNDOT 3149.28) COMPACTED SUBGRADE 12. REF&R TO RECOMMENDATIONS N THE GEOTECHNICAL REPORT FOR ANY ADDITIONAL SITE PREPARATION INFORMATION OR REQUIREMENTS. 13. SPOT ELEVATIONS SHOWN AT CATCH BASINS ON THIS PLAN DO NOT REFLECT 2" CASTING SUMP AND ACTUAL RIM ELEVATIONS. SEE SHEET C4.1 FOR ACTUAL RIM ELEVATIONS. 14. PROTECT ALL SURFACE SITE FEATURES NOT NOTED FOR REMOVAL. 15. EXISTING TREES NOTED FOR REMOVAL SHALL BE REMOVED IN THEIR ENTIRETY FROM THE SITE, INCLUDING ROOT STRUCTURES. NO CLEARING EFFORTS SHALL B2" STARTED WITHOUT THE CAREFUL COORDINATION W/ THE OWNER'S REPRESENTATIVE TO MARK TREES TO BE SAVED OR REMOVED. 16. EXISTING ORGANIC MATERIAL (TOPSOIL) TO Be REMOVED PER GEOTECHNICAL RECOMMENDATIONS FROM BUILDING AND PAVEMENT AREAS. SUITABLE EXISTING MATERIALS MAY BE MINED FROM NONSTRUCTURAL AREAS AND REPLACED WITH ORGANIC MATERIAL. 17. IN BUILDING PADS AND PAVED AREAS THE BACKFILL MATERIAL SHALL BE COMPACTED TO 95% OF THE STANDARD MOISTURE DENSITY RELATIONSHIP OF SOILS (ASTM 0-698-70) EXCEPT THE TOP THREE FEET (3") OF THE BACKFILL WHICH SHALL BE COMPACTED TO 100% DENSITY. IN AREAS WHERE FILL DEPTH EXCEEDS TEN FEET (10') THE FILL SHALL Be COMPACTED TO 98Ya DENSITY. PRIOR TO PLACING EMBANKMENTS IN BUILDING PADS AMC) STREETS, ALL TOPSOIL AND UNSTABLE SOIL SHALL BE REMOVED. AN INDEPENDENT TESTING FIRM SHALL VERIFY THE COMPACTION AND REMOVAL OF ORGANIC AND UNSTABLE SOILS AND PROVIDE THE RESULTS OF THESE TESTS TO THE ENGINEER AND CLIENT. 18. THE FILL SOILS SHOULD Be PLACED AND COMPACTED USING LIFT THICKNESSES WHICH ARE COMPARABLY MATCHED TO THE TYPE OF FILL AND THE COMPACTOR BEING USED. THE COMPACTOR SHOULD BE CAPABLE OF OBTAINING THE RECOMMENDED COMPACTION LEVELS THROUGHOUT THE ENTIRE THICKNESS OF THE FILL LIFT. 19, ALL RETAINING WALLS TO BE DESIGNED IN ACCORDANCE WITH LANDFORM•S SEGMENTAL RETAINING WALL SPECIFICATION. CONTACT LANDFORM FOR A COPY OF THE SPECIFICATION. OWNERS/DEVELOPERS YOBERRY FARMS, LLC BILL COFFMAN 7105 HAZELTINE BLVD. EXCELSIOR, MN 55331 (612) 202-0692 DAVID HURRELL 7460 BENTBOW TRAIL CHANHASSEN, MN 55331 KAREN WEATHERS 7235 HAZELTINE BLVD EXCELSIOR, MN 55331 CITY A cm c NOTES MINNESOTA CIVIL SHEET INDEX SWEET TITLE CO.1 CIVIL TITLE SHEET CI.1 EXISTING CONDITIONS AND DEMOLITION PLAN CI.2 PRELIMINARY TREE INVENTORY y_ PRELIMINARY GRADING & EROSION CONTROL C3.2 PRELIMINARY GRADING DETAILS af T 'W 1038.5 `-- B W 1027.0 , i y T/ 1038.0 ! -- J PROJECT MANAGER REVIEW FINISHED GARAGE FLOOR ELEVATION I BY, STEVE JOHN5TON DA14 11/75/04 NOTES: CERTIFICATION I hereby certify that the plan was prepared ley me, or under my dimct I. GARAGE FLOOR ELEVATION IS ALWAYS FACING THE ROAD. super' aOn, and that I am a duly Lcd+srd roof m'orul rngmeer under the lava of the state of MINNESOTA. I _ ' MANY TREES AS POSSIBLE. { j I I I I L t a_ I L 1050.0 g of , \ �O' % - - e 101 _ in 4 Q O Io A , � ��,✓^o��....,.` �. �;. /� 1 � �>�� - _ ,.Ibl4 �� I .�\\\ ��. 9:7 2 \: f v --- \ 5982 - .,,.:: wR �, ,,.ra ..�.. •.��. .. � Imo\ I I � 71 M I Aid 4 - - -- -- -� -- F - - -- --- \ N / \ C3.2 SILT FENCE (TYP.) I CATCH 8AS 1 I \ 2 -,_ I i I✓ o Y i " ._. 4 PROTECTION 1Y>>' Q 1 _.� A it P I I I I. • i \ / J -:- I I r- l a r v. .� r. r. • -r i r • i r TEL_ - ` - - -_-- L I II / /%/ I I \ i ~"l_ ,11 .1/. : - - - -y I •• / / < , , i l_ .. 1, . .r r-, ., I r L_ : _ I • L. ,-r 1. 1. I , I . , ------ - JI I \ �I 1 IL_,-,vA3 • il•l� / • I4 I # J' \ mss, C -- ,� v V �1 l I IIN ' 1037 o° - - I �1`� I � AV \� --- - - ro wI' i HY IN THIS TW 100dl0O' T W 1009.0 lw 1ooe.0 RED AN WILL B' W 994.0 B/W 996.0 \ ff�� M .., 6/W--8.0 I COMPLEpION. ( 'I _, "`��.~•� r ` � � - � !,'lj / ,� � \ � I EM NOTES 1,; SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS I. BACKGROUND INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHY SURVEY PERFORMED BY LANDFORM, MINNEAPOLIS, MINNESOTA, ON MAY 5, 2004, E-XPRE55LY FOR THI5 PROJECT. ADDITIONAL UTILITY INFORMATION SHOWN WAS PROVIDED BY CITY OF CHANHASSEN, MNNE50TA AS -BUILT DRAWINGS. UTILITY LOCATIONS TO BE FIELD VERIFIED PRIOR TO EXCAVATION / CONSTRUCTION. IF ANY DISCREPANCIES ARE NOTED, THE ENGINEER SHOULD BE IMMEDIATELY NOTIFIED FOR RESOLUTION. EROSION CONTROL NOTESOMFUMMMM 2, THE CONTRACTOR SHALL INSTALL SILT FENCE PRIOR TO COMMENCING GRADING ACTIVITIES AND SHALL MAINTAIN SAID FENCE FOR DURATION OF CONSTRUCTION ACTIVITIES. UPON ESTABLISHMENT OF TURF THE CONTRACTOR SHALL REMOVE SILT FENCE AMC) DISPOSE OFFSITE. 3. THE PONDS SHALL BE EXCAVATED AS EARLY IN THE CONSTRUCTION PROCESS AS POSSIBLE. THE CONTRACTOR SHALL REMOVE THE SILT FROM THE POND AFTER TURF IS ESTABLISHED IN THE PROJECT. 4. AFTER GRADING IS COMPLETE THE CONTRACTOR SHALL INSTALL BMP'S AS SHOWN ON THE PLAN TO MINIMIZE EROSION. 5. ADJACENT STREETS SHALL BE SCRAPED CLEAN DAILY AND SWEPT CLEAN WEEKLY. 6. THE CONTRACTOR SHALL LIMIT HIS ACTIVITIES TO THE GRADING LIMITS SHOWN ON THE GRADING PLAN. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LOCAL ORDINANCE. 7. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS TO MINIMIZE THE DISTURBED AREA AT ANY GIVEN TIME. 8. ALL DISTURBED NON -PAVED AREAS SHALL Be RESTORED 'WITH A MINIMUM OF FOUR INCHES (4") OF TOPSOIL AND SEED AS DIRECTED BY THE ENGINEER, WITHIN THE FOLLOWNC: > 3:1 SLOPE 7 DAYS, 3:1 TO 10:1 SLOPE 14 DAYS, AND < 10:1 SLOPE 21 DAYS PERIOD FOLLOWING COMPLETION OR SUSPENSION OF GRADING ACTIVITY IN THAT PARTICULAR AREA. 9. ALL SEED, SOD, MULCH AND FERTILIZER SHALL CONFORM WITH FOLLOWING MNDOT SPECIFICATIONS, AS MODIFIED BELOW: ITEM SPECIFICATION NUMBER 500 3878 SEED (TYPE 50 040 LB/AC.) + (IIOA ® 60 LB/AC) 3876 MULCH (TYPE I. DISC ANCHORED) 3882 FERTILIZER 3881 GENERAL PLACEMENT 2575 GRADING & PAVING NOTESPF 10• PROPOSED SPOT ELEVATIONS SHOWN AT CURBLINES ARE FLOWLINE ELEVATIONS UNLESS INDICATED OTHERWISE. 11. PAVING SECTIONS: a. BITUMINOUS PAVING 1-1/2" BITUMINOUS WEAR (MNDOT 2350 LVWE3503013) TACK COAT (MNDOT 2357) 2" BITUMNOUS BASE (MNDOT 2350 LVNW350306) 12" CLASS 5 AGGREGATE BASE 24" SELECT GRANULAR BASE (MNDOT 3149.28) COMPACTED SUBGRADE 12. REF&R TO RECOMMENDATIONS N THE GEOTECHNICAL REPORT FOR ANY ADDITIONAL SITE PREPARATION INFORMATION OR REQUIREMENTS. 13. SPOT ELEVATIONS SHOWN AT CATCH BASINS ON THIS PLAN DO NOT REFLECT 2" CASTING SUMP AND ACTUAL RIM ELEVATIONS. SEE SHEET C4.1 FOR ACTUAL RIM ELEVATIONS. 14. PROTECT ALL SURFACE SITE FEATURES NOT NOTED FOR REMOVAL. 15. EXISTING TREES NOTED FOR REMOVAL SHALL BE REMOVED IN THEIR ENTIRETY FROM THE SITE, INCLUDING ROOT STRUCTURES. NO CLEARING EFFORTS SHALL B2" STARTED WITHOUT THE CAREFUL COORDINATION W/ THE OWNER'S REPRESENTATIVE TO MARK TREES TO BE SAVED OR REMOVED. 16. EXISTING ORGANIC MATERIAL (TOPSOIL) TO Be REMOVED PER GEOTECHNICAL RECOMMENDATIONS FROM BUILDING AND PAVEMENT AREAS. SUITABLE EXISTING MATERIALS MAY BE MINED FROM NONSTRUCTURAL AREAS AND REPLACED WITH ORGANIC MATERIAL. 17. IN BUILDING PADS AND PAVED AREAS THE BACKFILL MATERIAL SHALL BE COMPACTED TO 95% OF THE STANDARD MOISTURE DENSITY RELATIONSHIP OF SOILS (ASTM 0-698-70) EXCEPT THE TOP THREE FEET (3") OF THE BACKFILL WHICH SHALL BE COMPACTED TO 100% DENSITY. IN AREAS WHERE FILL DEPTH EXCEEDS TEN FEET (10') THE FILL SHALL Be COMPACTED TO 98Ya DENSITY. PRIOR TO PLACING EMBANKMENTS IN BUILDING PADS AMC) STREETS, ALL TOPSOIL AND UNSTABLE SOIL SHALL BE REMOVED. AN INDEPENDENT TESTING FIRM SHALL VERIFY THE COMPACTION AND REMOVAL OF ORGANIC AND UNSTABLE SOILS AND PROVIDE THE RESULTS OF THESE TESTS TO THE ENGINEER AND CLIENT. 18. THE FILL SOILS SHOULD Be PLACED AND COMPACTED USING LIFT THICKNESSES WHICH ARE COMPARABLY MATCHED TO THE TYPE OF FILL AND THE COMPACTOR BEING USED. THE COMPACTOR SHOULD BE CAPABLE OF OBTAINING THE RECOMMENDED COMPACTION LEVELS THROUGHOUT THE ENTIRE THICKNESS OF THE FILL LIFT. 19, ALL RETAINING WALLS TO BE DESIGNED IN ACCORDANCE WITH LANDFORM•S SEGMENTAL RETAINING WALL SPECIFICATION. CONTACT LANDFORM FOR A COPY OF THE SPECIFICATION. OWNERS/DEVELOPERS YOBERRY FARMS, LLC BILL COFFMAN 7105 HAZELTINE BLVD. EXCELSIOR, MN 55331 (612) 202-0692 DAVID HURRELL 7460 BENTBOW TRAIL CHANHASSEN, MN 55331 KAREN WEATHERS 7235 HAZELTINE BLVD EXCELSIOR, MN 55331 CITY A cm c NOTES MINNESOTA CIVIL SHEET INDEX SWEET TITLE CO.1 CIVIL TITLE SHEET CI.1 EXISTING CONDITIONS AND DEMOLITION PLAN CI.2 PRELIMINARY TREE INVENTORY C3.1 PRELIMINARY GRADING & EROSION CONTROL C3.2 PRELIMINARY GRADING DETAILS C4.1 PRELIMINARY UTLITY PLAN C5.1 PREUMNARY PLAT REVISION HISTORY DATE REVISION REVIEW 11/15/04 STAFF COMMENTS NOTE: -PHOENIX THE CONTRACTOR SHALL FINISH GRADE RESIDENTIAL LOTS 5343 North 16th Street, AS SHOWN ON THE TYPICAL HOUSE PAD CONSTRUCTION Madison Square, Suite 460 DETAIL, SEE SHEET C3.2. H7 Phoenix AZ 850163234 STRUCTURE STYLE Phone 602352-9154 FULL BASEMENT (FB) Fez 602-952-9155 ELEVATION AT BACK OF Hi,FULL BASEMENT WALKOUT (FBWO) FILE NAME 800.0 FULL BASEMENT LOOKOUT (FBLO) PROJECT NO. f�WO FULL BASEMENT SIDE LOOKOUT (FBSLO) FIRST FLOOR ELEVATION MINIMUM BASEMENT FLOOR ELEVATION ///809.0 EXCEPTIONS: (BASED ON WETLAND OR SEWER.) / < - GARAGE FLOOR DROPPED 1.0' J PROJECT MANAGER REVIEW FINISHED GARAGE FLOOR ELEVATION BY, STEVE JOHN5TON DA14 11/75/04 NOTES: CERTIFICATION I hereby certify that the plan was prepared ley me, or under my dimct I. GARAGE FLOOR ELEVATION IS ALWAYS FACING THE ROAD. super' aOn, and that I am a duly Lcd+srd roof m'orul rngmeer under the lava of the state of MINNESOTA. 2. CUSTOM LOTS TO BE GRADED BY BUILDER TO SAVE AS ' MANY TREES AS POSSIBLE. HOUSE PAD DETAIL StephenJan Regetrrtion Noo:: 1 V5914 DATE: 11/15/04 NO SCALE 5lgruture shown Is a dgrtal reproduction of ongmal. Wet sgned copy of this plan on file at Landform Ergmeer,ng Compar y offices and Is available upon request. REVISED PRELIMINARY SUBMITTAL NOVEMBER 15, 2004 PROJECT: YOBERRY FARM CHANHASSEN, MN 0 60 120 %:7111111111111111 SCALE IN FEET LANDFORM MINNEAPOLIS -PHOENIX 510 Fina Avenue North, 5343 North 16th Street, Butler North Building Suite 650 Madison Square, Suite 460 Minneapolis, MN 55403-1610 Phoenix AZ 850163234 Phone 612-252-9070 Phone 602352-9154 Fax 612-252-9077 Fez 602-952-9155 www.landform.net FILE NAME C301T513.DWG PROJECT NO. T504013 PRELIMINARY GRADING & EROSION CONTROL PLAN C3011 0 LANDFORM 7004 SUITABLE BEARIN (BOTTOM MUST B BY SOILS ENCINEER.) STRUCTUAL COMPACTED FILL IF REQUIRED (TYP) G SP E APPROVED FULL BASEMENT (FB) SUITABLE BEARING SOIL (BOTTOM MUST BE APPROVED BY SOILS ENGINEER.) SUITABLE BEARING SOIL 5" CONCRETE CI.1 SUITABLE BEARING SOIL (BOTTOM MUST BE APPROVED PRELIMINARY TREE NVENTORY C3.1 (BOTTOM MUST BE APPROVED BY SOILS ENGINEER.) 31' —B BY SOILS ENGINEER.) FULL BASEMENT WALK -OUT (FBWO) SURMOUNTABLE SURMOUNTABLE CONCRETE CURB CONCRETE CURB WEAR COURSE O BE 1/2" STRUCTUAL COMPACTED FILL IF REQUIRED (TYP) SUITABLE BEARING SOIL FULL BASEMENT LOOK -OUT (FBLO) SUITABLE BEARING SOIL TYPICAL HOU5EPAD CONSTRUCTION NO SCALE SEDIMENT TRAP AS MANUFACTURED BY WIMCO, LLC. SHAKOPEE, MN. MODEL #CG23 rnUr�-1 LVM I nVM1IV NOTE: CLEAN FILTER MEDIA AFTER EACH RAN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. REFERENCE CHANHASSEN STANDARD PLATE NO. 5302A CATCH BASIN PROTECTION OWNER5/DEVELOPERS YOBERRY FARMS, LLC BILL COFFMAN 7105 HAZELTINE BLVD. EXCELSIOR, MN 55331 (612) 202-0692 31-YPODAVID HURRELL .r, O /��C R 7460 BENTBOW TRAIL CURB / P o f 0 � CHANHASSEN, MN 55331 O 00 O 0` X000 C)0010 S' <F KAREN WEATHERS FILTER FABRIC °0 000 00°0O y 7235 HAZELTINE BLVD 6" MINIMUM DEPTHJ 0 o0 �� L 0 EXCELSIOR, MN 55331 n� n� n� n FLOW NO SCALE V TO OUTSIDE OF MH FROM FLAT BAR (TYP.) #5 SMOOTH BAR ® - 1/4"X4"X4" CLIPS W/ 4" O.C. EACH WAY 1/2" SS ANCHOR BOLTS I/4"XI" FLAT BAR RING 57" O.D. NOTES: I. GRATES TO BE MADE IN (2) PIECES. 1/4"XI" BAR 2. ALL METAL SHALL BE HOT—DIPPED—GALVANIZED. SPLIT GFATE I. STANDARD PIPE BEDDING REQUIRED ON BOTH INLET & OUTLET POURED CONCRETE PIPES. OUTLET CONTROL STRUCTURE TYPICAL POND SIDE SLOPE R.O.W. rt 30' 30' NO SCALE R.O.W. �6" CONCRETE '2" BITUMINOUS WEAR (MNDOT SPEC 2350 LVWE350308) (7.5" FOR COMMERCIAL DRIVEWAY CROSSING) :K COAT (MNDOT 2357) 4" CLASS 5 AGGREGATE BASE 31TUMINOUS BASE (MNOOT SPEC 2350 LVNW35030B) CLASS 5 AGGREGATE BASE (100% CRUSHED) T MNDOT SPEC. 3149.28 SELECT CONCRETE WALK: GRANULAR BORROW (SEE NOTE 7) I. PROVIDE EXPANSION JOINT SPACING AT 5 FOOT INTERVALS. STREET NOTES: 2. PROVIDE EXPANSION JOINT SPACING AT 100' I. RICHT—OF—WAY REQUIRED — 60' INTERVALS AND WHEN ABUTTING EXISTING 2. MAXIMUM STREET GRADE 7.0% CONCRETE OR STRUCTURE. 3. MINIMUM STREET GRADE 0.75% 4.4.0" TOPSOIL PLACED IN DISTURBED AREAS. 5. 2 ROLLS SOD BEHIND CURB 6. THE BIThNOUS WEARING SURFACE SHALL BE PLACED THE NEXT CONSTRUCTION SEASON FOLLOWING PLACEMENT OF THE BITMINOUS BASE. 7.A TEST ROLL OF PREPARED SUBGRADE SHALL BE PERFORMED BYTHE OWNER IN THE PRESENCE OF A CITY INSPECTOR. THE CITY HAS THE AUTHORITY TO REQUIRE ADDITIONAL SUBGRADE CORRECTION OR TO REDUCE THE REQUIREMENT OF 24" MNDOT SELECT GRANULAR BORROW TO 12" BASED ON THE TEST ROLL. REFERENCE CHANHASSEN STANDARD PLATE NO. 5200 AND 5214 TYPICAL RESIDENTIAL STREET SECTION WITH SIDEWALK 3�1 NO SCALE 1"-2" WASHED ROCK 18" MINIMUM CUT OFF ;TERM TO MINIMIZE RUNOFF FROM SITE : ZO CITY NOTE5 NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. REFERENCE CHANHASSEN STANDARD PLATE NO. 5301 ROCK CONSTRUCTION ENTRANCE STEEL FENCE POST (T—POST), MINIMUM 5' LONG, 6' MAXIMUM SPACING. POST NOTCHES TO FACE AWAY FROM FABRIC. DIRECTION OF SURFACE FLOW NO SCALE ATTACH FABRIC TO POSTS WITH MINIMUM 3 ZIP TIES (50 LB. TENSILE) PER POST IN TOP 8" OF FABRIC. MONOFILAMENT GEOTEXTILE FABRIC PER MNOOT TABLE 3886-1 (MACHINE SLICED). MACHINE SLICE 8"-12" DEPTH (PLUS 6" FLAP) TRENCH MUST BE COMPACTED BY LIGHT EQUIPMENT PRIOR TO PLACEMENT OF STEEL POSTS. SILT FENCE 24" MINIMUM POST EMBEDMENT NO SCALE NOTE: ALL TREE PROTECTION DEVICES ARE TO BE INSTALLED TO START OF LAND DISTURBANCE AND MAINTAINED FINAL LANDSCAPE IS INSTALLED. NO PARKING, NCE: OR OTHER CONSTRUCTION SITE ACTIVITIES ARE TO R WITHIN THE TREE PROTECTION AREA. TREE TO REMAIN 4" WOOD STAKE, POSITION AT DRIP LINE STRING 4" ORANCE, POLYETHYLENE LAMINAR SAFETY NETTING ':EN WOOD STAKES PLACED 5' ON CENTER AND PLACED :EN TREE AND DISTURBED AREA. �1F-SI�.G1Ia1L'7tlrl3 TREE PROTECTION FENCE NO SCALE MINNESOTA CIVIL SHEET INDEX SHEET TITLE CO.1 5" CONCRETE CI.1 15.5" 41 15.5' PRELIMINARY TREE NVENTORY C3.1 WALK, WHERE C3.2 31' —B PRELIMINARY UTILITY PLAN I' PRELIMINARY PLAT SHOWN 8.5' SURMOUNTABLE SURMOUNTABLE CONCRETE CURB CONCRETE CURB WEAR COURSE O BE 1/2" 6" 6" ABOVEEl OF CURB 2 OY DESIGN fE Jh GRF,DE 3.0% 3.0% 2.0% j 's — - --- --- INSET B 4" TOPSOIL, SEED & MULCH OR SOD. INSET A] INSET A INSET B R.O.W. �6" CONCRETE '2" BITUMINOUS WEAR (MNDOT SPEC 2350 LVWE350308) (7.5" FOR COMMERCIAL DRIVEWAY CROSSING) :K COAT (MNDOT 2357) 4" CLASS 5 AGGREGATE BASE 31TUMINOUS BASE (MNOOT SPEC 2350 LVNW35030B) CLASS 5 AGGREGATE BASE (100% CRUSHED) T MNDOT SPEC. 3149.28 SELECT CONCRETE WALK: GRANULAR BORROW (SEE NOTE 7) I. PROVIDE EXPANSION JOINT SPACING AT 5 FOOT INTERVALS. STREET NOTES: 2. PROVIDE EXPANSION JOINT SPACING AT 100' I. RICHT—OF—WAY REQUIRED — 60' INTERVALS AND WHEN ABUTTING EXISTING 2. MAXIMUM STREET GRADE 7.0% CONCRETE OR STRUCTURE. 3. MINIMUM STREET GRADE 0.75% 4.4.0" TOPSOIL PLACED IN DISTURBED AREAS. 5. 2 ROLLS SOD BEHIND CURB 6. THE BIThNOUS WEARING SURFACE SHALL BE PLACED THE NEXT CONSTRUCTION SEASON FOLLOWING PLACEMENT OF THE BITMINOUS BASE. 7.A TEST ROLL OF PREPARED SUBGRADE SHALL BE PERFORMED BYTHE OWNER IN THE PRESENCE OF A CITY INSPECTOR. THE CITY HAS THE AUTHORITY TO REQUIRE ADDITIONAL SUBGRADE CORRECTION OR TO REDUCE THE REQUIREMENT OF 24" MNDOT SELECT GRANULAR BORROW TO 12" BASED ON THE TEST ROLL. REFERENCE CHANHASSEN STANDARD PLATE NO. 5200 AND 5214 TYPICAL RESIDENTIAL STREET SECTION WITH SIDEWALK 3�1 NO SCALE 1"-2" WASHED ROCK 18" MINIMUM CUT OFF ;TERM TO MINIMIZE RUNOFF FROM SITE : ZO CITY NOTE5 NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. REFERENCE CHANHASSEN STANDARD PLATE NO. 5301 ROCK CONSTRUCTION ENTRANCE STEEL FENCE POST (T—POST), MINIMUM 5' LONG, 6' MAXIMUM SPACING. POST NOTCHES TO FACE AWAY FROM FABRIC. DIRECTION OF SURFACE FLOW NO SCALE ATTACH FABRIC TO POSTS WITH MINIMUM 3 ZIP TIES (50 LB. TENSILE) PER POST IN TOP 8" OF FABRIC. MONOFILAMENT GEOTEXTILE FABRIC PER MNOOT TABLE 3886-1 (MACHINE SLICED). MACHINE SLICE 8"-12" DEPTH (PLUS 6" FLAP) TRENCH MUST BE COMPACTED BY LIGHT EQUIPMENT PRIOR TO PLACEMENT OF STEEL POSTS. SILT FENCE 24" MINIMUM POST EMBEDMENT NO SCALE NOTE: ALL TREE PROTECTION DEVICES ARE TO BE INSTALLED TO START OF LAND DISTURBANCE AND MAINTAINED FINAL LANDSCAPE IS INSTALLED. NO PARKING, NCE: OR OTHER CONSTRUCTION SITE ACTIVITIES ARE TO R WITHIN THE TREE PROTECTION AREA. TREE TO REMAIN 4" WOOD STAKE, POSITION AT DRIP LINE STRING 4" ORANCE, POLYETHYLENE LAMINAR SAFETY NETTING ':EN WOOD STAKES PLACED 5' ON CENTER AND PLACED :EN TREE AND DISTURBED AREA. �1F-SI�.G1Ia1L'7tlrl3 TREE PROTECTION FENCE NO SCALE MINNESOTA CIVIL SHEET INDEX SHEET TITLE CO.1 CIVIL TITLE SHEET CI.1 EXISTNG CONDITIONS ANO DEMOLITION PLAN CI.2 PRELIMINARY TREE NVENTORY C3.1 PRELIMINARY GRADING & EROSION CONTROL C3.2 PRELIMINARY GRADING DETAILS C4.1 PRELIMINARY UTILITY PLAN C5.1 PRELIMINARY PLAT REVISION HISTORY DATE REVISION REVIEW 11/15/04 STAFF COMMENTS PROJECT MANAGER REVIEW m': STEVEJOHNSTON DATE 1115/04 CERTIFICATION 1 hereby artily that the plan was prepared by me, or under my d, t superulslon, and that I am a duly Lard nsProfe»venal Engineer under the laws of the 5 t,, of MINNE50TA. Stephen M. Johnston Regmtranon No: 18914 DATE: Hfl5/04 59nature shown 15 a digital reproduction of c"mal. Wet signed copy & the plan on file at tandform Eogmeenng Compar y dfias and 1s avatlable upon request. REVISED PRELIMINARY SUBMITTAL NOVEMBER 15, 2004 PROJECT: YOBERRY FARM CHANHASSEN, MN LANDFORM MINNEAPOLIS -PHOENIX 510 First Avenue North, 5343 North 16th Street, Baler North Building, Sulfe 650 Madison Square, Suite 460 Minneapolis, MN 55403-1610 Phoenix, AZ 85016-3234 Phone 612-252-9070 Phone 602-952-9154 Fax 612-252-9077 Fax 602-952-9155 www.1andforrn.net FILE NAME C302T513.DWG PROJECT NO. 7504013 PRELIMINARY GRADING DETAILS C3.2 ©LANDFORM 2004 \Y r At / i f y X, l r x.. IJx i i r' t _ RETAINING WALL (I Ir.)� I I ' V LTV Pte. 1 - �-WIVEWgY EPSEI£Nt Fp2 FRAG£L P 3' 0 D" ----- A J'NL 104GCo W� "1 ( FxX. LIFT STATION /I / /t / J ,T -`L 1045.42 (AIWlMH 20 / NV 1045.00 (SE T/R 105 0. 10 / �r / °r INL 1039.43 (N) - - / M / AN H 23 "� ;,CA f: EX STMH 66 / /l Rc 1O 381 / / INV 1043.00 (E) e 0 .` / T/R 1042.60 BOTTOM 1034.35 s 24„ INL 1033.30 (NW) I ''_, STH 17A I I // �\� I I I T/R 1040.00 I I I NOTES INL 1035.21 1034.31 / / I I. BACKGROUND INFORMATION TAKEN FROM BOUNDARY AND tOPOGRAPHY SURVEY PERFORMED BY LANDFORM, MINNEAPOLIS, MINNESOTA, ON MAY 5, / / I p, 2004, EXPRESSLY FOR THIS PROJECT. ADDITIONAL UTILITY INFORMATION `I D/ I X0' SHOWN WAS PROVIDED BY CITY OF CHANHASSEN, MINNESOTA AS -BUILT 30,E o b I �J L / / J / \ DRAWINGS. UTILITY LOCATIONS TO BE FIELD VERIFIED PRIOR TO 2 / LLm �m°�o I INV 103 CT \ �--- -' '- - - - - - - / I I EXCAVATION /CONSTRUCTION. IF ANY DISCREPANCIES ARE NOTED, THE FES E '- - ENGINEER SHOULD BE IMMEDIATELY NOTIFIED FOR RESOLUTION. C /CBMH 17 I �J- ------------------ � / T/R 1047.43 I NV 1033.00 \ -I I 2. THE CURRENT DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, / ; o X-11 \ \ --- �` / NL 1042.56 \ I I IS TO BE USED FOR ALL CONSTRUCTION STAKING ACTIVITIES. IF ANY r - - - J - NV 1042.56 I I - I - EXISTING POND \ / / I I I DISCREPANCIES BETWEEN THESE PLANS AND THE DIGITAL HLES EXIST, r ��\. 18 - OVERFLOW \1036.0 \ \ J - - - / NOTIFY ENGINEER IMMEDIATELY FOR RESOLUTION. THE BUILDING 100 YR. HWl1 1035.9 / F001PRINT, AS SHOWN ON THIS PLAN, AND ON THE DIGITAL FLE SHALL / 7/R 1047-35 7- - - - - - - - - - p OU7LEi 10 .0 �� \ I I I / BE COMPARED 70 THE FINAL STRUCTURAL PLANS PRIOR TO STAKING / NV 1044.11 ACTIVITIES. L 2 00�0o i � � I omo°o i I I I -� � \1 �// �I r `�� \ i I I I 5L ®C< 0 ISAN H zz UTILITY NOTES 1 I + / I T/R 1049.15 E5 INL 1038.48' I \ \ 3. MAINTAIN 7.5' COVER ON ALL NEW WATERMAIN. 4. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE 70 / �.. _---------- i FES 81 \ / / I I \�\\ I \\ d ! '7 r - - - - - - - - - -7 INV 1030.34 ^ ^ I I \ CENTER OF STRUCTURE OR END OF FLARED END SECTION, / HYDRANT AND CATS O \\� / V LVE ASSEMBLY (TYP.) I I `<"r \ / / �• \ \ I 5. PGE MATERIALS: I I IN ADDITION TO EXISTING \ / I OUTLET CONTROL / / / ' I I `- \ \ An-") �o I N v I �_ -�o FEjS WATERMAIN DG CLASS 52 /�A os-m� INV 103. I EX OCS 80 / I I SAN SEWER PVC SDR 35 (PEP -WHEN DIRECTIONAL DRILLED) / I £ 1 �sa�. 0367 SAN. SERVICES 6" PVC 5DR-26 I : r i /' 1 ,"\ •� I 1 \ 1 o OIC 0 ,{ • - /R - 9 / / III \ J WATER SERVICES In TYPE "K" COPPER INL 1030.44 ( \ j/ 1 1 I 1 r, I I. r, \ I STORM SEWER RCP NL T/R 1030446ON) I1 Je" RCP NV 1033.13 (S \ / / ., I 'lI v �- hr \ .J4 1 / / \� I IY L- 1\ 6. ALL CONNECTIONS TO CITY UTILITIES TO BE IN ACCORDANCE WITH CITY _ L_ _______-- _ NV 1033._ ---"-401ITLb l3 IN'J 1027.79 --------j L--------- - - - - - - - - - - -- - - - INV 0.�71 / \ \ OUTLO �'/ - - - - - - - - - - - - - - - - J OF CHANHASSEN STANDARDS. T OUTLOT F I 7. ADJUST ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADES / _ - - - - - - - - - - - - - - - - - - - - - - - --LOT WHERE DISTURBED. COMPLY WITH ALL REQUIREMENTS OF UTILITY FES z HYDRANT AND ® � L O T D OWNERS. STRUCTURES BEING RESET TO PAVED AREAS TO MEET NV 1032.74 GATE VALVE EX FES 79 � � � � � ®C� � / / 'r. I I I OWNERS REQUIREMENTS FOR TRAFFIC LOADING. � SEMBLY TYP. SAN H II INV 1032.76 n ( ) / I R 1045.1 2. NV 1032.0 5. VERIFY ALIL CONSTRUCTION. TO EXISTING UTILITY SERVICES PRIOR ?0 -3WETLAND 4 \ \ z a \ - - l ,. / / 9. CONTACT GOPHER STATE ONE CALL FOR EXISTING UTILITY LOCATIONS SAN H 2N`�o z z3 J I " / 48 -HOURS PRIOR TO CONSTRUCTION. ANY D15CPePANCIE5 BETWEEN -' \ \ 100WQ \ T/R 1056.02 / / / / \ �\ ~s \ / / - -, ,1.... / i / / LOCATED UTILITIES AND THE EXISTING CONDITIONS PLAN SHOULD BE NOTED oa4o \ , \ �" \ l� ' jv _ AND FORWARDED TO THE ENGINEER, 055 y11. 1039.08 (W)// 0 \ 1062. (, I L 1037.25( / \ �, >tu,- \ / , \ /L 3, • . \ INV 103715 / / 2-9 2-21 \ OFA � 0 \\ \ \. 11 �' / WETLAND ----"- % i. \ \✓ // / ' % �LLrjl r, 1 -- Jf ,r( 2 FBS zi \ o� � 1 ' 0 \ _r0', o / / - � 0 \ V -_ \ V /off s J / / A Jl G�. - - �OJ�7°"�R. z -z0' �\ / / Z 0 °�� SAN MH 20 V 036.700) / J pSs � /'/ /� k < ✓\ \ \ �G /' /' \ \ \ r r \ CNV 1036.60) ll (. /• V A �/ p V / SAN MH1 0 / /V 'w z J T R 1041.10 / / z T - -r SAN H 25' I A\� 0 �Oo 54� / \ oho / / / \\ z n \ \ NV 110312 / / IN MH 9 1 / / INV 11 003 I ' \ / a o / T/R 1065.22 1 63 T/R 1040.10 NV 1053.00 J \ �' 1 \ 0 0 � 8" \ INL 1031.03 2-7V 0�TL 71'TND sa I 1 I , \ � I -- _. - - - �\ ` 6'12 0\'` \\ o B� / 10 YR. 1021.11038H70 z / h / J ' \ / / v / \ \� / INL 1029.53 \ G o \\ 0'e >S / SAN MH 19 \ so�so / i y m y \\ NV 1029.43 Uw"1 r- / o O 7 R 1050 A0 / I 100 YR. 1022.3 p I/ o 's / \ 55 ' 060 pg a3 J NL 1035.91 - \ F 56 �1V 1035. / j/ ✓ y,r \ \ / / / / levo < \ ! I / PRDPANr-'/' s \ \ / / / / °<>o SAN MH 18 �S / / I z e o' I / rANK \ � // / 04 0 / J INL 110 sQ6 2 l \� / / .iw, amu. 0'l. INV 1035.51 I V / FES D CB 14A \ \\ // / / ( 'o�o"s9 j INV 1020.00 Q DoOs r / I - - `•._�� T 5 L TATER AND SANITAR _ V o o�T / za CBMH 15 L- - - - - - - - _ �1 /R 1052.00 \ \ Q J / J / SERVICES (tYP)1 8 s T/R 1034.67 / INL 1039.41 \\\\ I C-/ /JJ/ JJ J opt@s \ \ //// \\\ sF"r // / o \ �` / / INV 1031.67 ,.r" SAN Ml� 7 NV 1039.41 CB 14 w �: �� TRI 37.10 _ _ 4/R 1036.00 J 1 [/ ° o o 2-1e NL 10 7.83 c - - - - - 1 r _ --- --- - - - \ \ I NL 1031.76 / STH 12 \ \ / / \ \ -r 4 / INV l0 7.73 / \ \ - - _ _ I NV 1031.76 J / siH 13 T/R 1047.0 \ \ � / // / \ \ r<-•_�,"-�' x � / H 6 - Z_ - / T/R 043 80 li 1030.96 \ / / T/RSAIN\ MH 5 NV 1031.15 li 1031-15 NV 1030.E / 6 > NLRI02 q 9 x T/12 SAN M 35.09 f J V A I I I I I I IOYR 1038.3 1, \ I L NV 10241 e -II INL ®25.73 IOOY2 1039.4 SIGN MH I �� \ \ 6s \ 1 4` .63 1 1 I SAN H 16 / \ \ I i-- (- - - - - T/R 1045.70 \ / 4R - \ b, SAN ' - \ 1062 0 1 105401 I I i / / / A I 1 i T R 1044.40 .vl S11'1a 15A \ �� r) 0 - _ / \\ loess I I rosso I I I I , I \ 1 INV 1034.59 \ 'iS INV 034.33 / / l R 1034.67 \ \ FP I FBINL 1034.69 \ s, \ INL 1034.33 / / NL 1030.58 \ I i '-• o�100 :os,.o / b 1030.38 \ I I 06� I I I 12 1 11 vv� �- \ CBH 10 / ( \ I I I F e.p I I j 1 I, 9ti \ T/R�o43. 5TH HYDRANT AND gSLO I I -3 I \ J 6 \ C ay 0 T R 1028.00 is Q \ GATE VALVE I I I j /o°s'o I I I I I 1 1 \OAS 0 CBMH SII I CIO !- \ / aAp \ 1019.48 I'..... V 10 - 1 \\ ASSEMBLY (TYIRJ) j I r I j 047.0 I j I I I I 1 1 F0 3y 29.90 0 �� I X 12I- �5 0 \ \ I CB 145 I I o«Lo j I I I I I 1046.0 \ 1 o5ho 0 tiINV 1030.32 % " S - " / �/ R 1034.67 \\ \\ T/R 1028.71 \ \\ NV IOK51 �- Fs o" 15 "�� / CBH 8 STH 7 \ / EES G I 11. it T t/R 1044.50 j I»a,o I j 1041.0 I FBLO \0 2 I 1 l MJ 1029.53 \ \ 0 NV 10 3.16 I RG - - ~_I NV 1040.46 I i T/R 1039.28 I I °o°Ba I 0 0 0 0 SAN MH 3 III 1 ✓ /\ \ ' NV :' 28.33 \ X-1 / / \ NV 1014.00 \ _ _ SAN H 12 i as F \ / i i C S i-- \ 0 1028.33 \ \ / r [)� r \ l0 G o" 1043.0 lags �0 \o! / I 47. 5 � WET AND / L INL 1028.60 1043.0 I I j j 7/R 1048.02 \ \ Q o / 3,4 +1 - NV 1028.50 I 16 INL 1023.43 1 / \ °0 5 I -7 - CBMH 5 I I j / �, A EX CBMH 9 I R 1036.70 I INV 1037.69 INV 1023.33- 1 / (_--_---- INL 1032.70 I I INV 1034.73 - J\\� CSH 9 \ / I WL 999.21 i \ 0 \ T/R 1039.49 \ r2 < INV 1031.95 I I � �.• -. . , K� � \ A5� \ POND SE I � ' INV 999.21 K \ % E W 2 q........\\\ - I ' 2� �'' 0 \ 0 \00 \\\ NV 11029411 \ NWL 1013.0 ` / � ?" r TAR 1105 59 \ \ , / \�\ \\ \ 6 e° 0 IOYR 1014-4 2 I 2 INT. 1046.4 � a3 J W1R S6 I INV 1046.30 - FES B > IOOYR 1015.4 J 1 1 riyLJ r� I 11 / SAN H 14 V r _ `-, .,=e-�,-. \ \O g�1Q \ SAN MH 4 NV 10 L3.00 / / / III , T/R 1059.55 3`' I i Oe ) ti, _ \ T R 1043.40 \ \\ \ 3� 0 \ \ N 1034.03 (NxDROP \\ \ / / / �UT�' fi FSS G I / 1 , z V A A NL 1024.21 (NE) \ / / / 3-6 INV 1012. / NV 1046.72 m I \ f s qk - - - q Q \ \ Nv 1024.11 \ / / - � 1 / / < INL 1046.82 \ - - - - I N / �a - - \ A / -� \ - 9i �\ \ I R 1042.23 \ \0� MI r - ----- "e_ --J L- I 1050.0 1 INL 1022.65 _j i O I I T/R 1033.70 Carky �/,'� S H I INV 1022.55 i i 10gW0 \\ \\ �OAO } 1 _ \ - - \ a �- I 1 /0 INL 1028.7 / /R 1036.27 1050.0 i°oaz o Y , \. ` - ' /� \ I CB 14C I I W0 INV 1028.2 v /1 / FBWO I I / \ / s -s .l-------- -------_---- I NY 11011300((NE) •->,sr ail I � I FB � NL lozz.z7 (Nw) loa � A � � v0' v FIE. -10,3S. x n ?� 9 I v I r NL 1022.32 (NE) loalb 1- I I I (� I I 2 \ \ � \ � WET � - ) / I 21 r I- ----------------- Y ----------------h I I \ vEduT 1, r EM tN� �k Kit 10487 I I ---- -- O T 6: I DN STMH I / / i FB o 11 I T/R 1010.00 / r '.0 NL 1006.47 / o2a o L NV 990.07 / / / P SHEET TITLE aoN£o2 CIVIL TITLE SHEET 0 EXISTING CONDITIONS AND DEMOLITION PLAN CI.2 PRELIMINARY TREE INVENTORY C3.1 t I / C4.1 /� X11 PRELIMINARY PLAT FES A o�r"1 5 L L NV 988.00 1 L--- - -------J f �` - - - - /// r----- S M14 / / I T/R 1039.81 / // ( NL 1030.07 \ .0 NV 1029.97 i \ /" / / I �c STMH A a \ 7/R 1028.53 0° / CB -2-I / I INL 1025.43 INV 1011.43 / / /-- ' 1036. I 1033 1 DN STMH I / / i FB o 11 I T/R 1010.00 / r '.0 NL 1006.47 / o2a o L NV 990.07 / / / P ocs 21 L t/R 992.00 FES K NL 988.00 j / \ NV 989.94 \ V, /\ I I I T NV 1004154 44.50 / 1 /035 0 / / INV 1022.22 1041.0 \ \ Y / S-4 r_ .� _ -\ M 1 1 CBMH 3 / \ Ls % l \ \\ \I \ I �3 °o O I I 1 1 / T/R 1029-36 /,l o m ffo `� I I './ NL 1024.51 I \ \ // ��'� - -7t'n� \\ // \ ..Y -,I _-7' 11"- \ I FES F SAN MH 15 �G INV 1024-01 I I \ /7 ' / \ \\ / J j I IL T/R 1055.77 I I 1 8r--+ INV 1047.50 v N MATCH XISTING f l v --J L-- ---Y --� �� x WETLAND 1 \ \\ 4 L------____-� _-� _-- _ �� = RA ttND-INVERt - ------ -- ---- / WETLAND 5 r SAN H 30-- Ex. SAN MH 10 - -- -I--------------- T/R 1050.95 I T/R 1027.55 ULKHEAD I \ INV 1041.79 INV 1016.05 (s) 0 / INV 1022.83 r ILo" I I //6" DRAI�NTILE I L, �/' CONNECT 1 1016.55 � 1 ;,^,? �•- I X � \ \ / �, \\ -•I � -,. I�I Ey EXISTING WATERMAIN II I ;;� s / // EXISTING WETLAND I I I I G y/ L - - - - - - - - - ` - - - -1 N i I t / /' / I ( \ EXISTINI I , I " , , r \ r \ J 1 / y • 1 < / r , r / • IN • I r, 1J H \I\I I I I 11 1 /•1 I 1 1 I`I\I I I"1 I r Ff f- /\I I I i) /\ I I 1 I\I (- - --X.-S- PSH I EX CBMH 5 _ / �i / I I fUWL , �J16.8 \ ' r---- 1 , L==- I T/R 1023.40 / I - ar \<,<L/,• /-\ 1 L_./ ,v1-1,"1 \_. <_I a1./ / A -H ----- / / \ 100 YR. VY 1017.4 / \ /-, •/ • 1 1 1 r BOTTOM 1016.0 I w1. 10'0238 (N) j v / \ o o I T/R 10233 . r �3t oov r INL 1012.47 (E) 6 •\ / I / \ \ / / INL 1012.30 (N)I wv i012s0r (s)� - - .,+r -y, r '� r t' / r\ r, 1 - • I i ter' 1,. i � / --iT-"1 4r IF{t \- / I Fy 11 1 11 1 I 1 11 1 I\I \ / -. I 1 I-\ v L/ 1 1 N \ I I \ J L--- ------- J L EX CB 41 ----- - T/1'102135 NV 1OIT5 J I`�� N3mmm ��' /INL 101651 (N) // v V / / N\ - ' EX CBMH 2 \ / I •. -'' EX. SAN MH 41 T/R 1016.28 T R 1018.2 I / I I INL 1011.51 (N) INL 1007.24\ / I I Nv 101151 (s) <' INV 1007.24 1 Ex CBMH \ / 0�0 L- - - - - - - - � \ SAN MH 28 i� -- - 'Ir s, \ INL 1009.15 (N) - - - J �a T/R 1015.10 NL 1007.10 \ 7F �I I INV 1007.00 I \ \ \ \\ J w / v 721 / /R 1002 //,/'' � .50 I RECONSTRUCT LONCA INV 995.40 \\ / :� / \ 1 AFTER CON5TRUCTNGCRES DR. \ \ I I I SANITARY CONNECTION I I I 4N J EX. 5AN MH 25 \ T/R 1004.33 ;LAM,G INV 994.08 (SW) I I 0 60 120 NORTH SCALE IN FEET OWNERS/DEVELOPERS YOBERRY FARMS, LLC BILL COFFMAN 7105 HAZELTINE BLVD. EXCELSIOR, MN 55331 (612) 202-0692 DAVID HURRELL 7460 BENTBOW TRAIL CHANHASSEN, MN 55331 KAREN WEATHERS cm c NOTES 7235 HAZELTINE BLVD EXCELSIOR, MN 55331 CIVIL SHEET INDEX SHEET TITLE CO.1 CIVIL TITLE SHEET CLI EXISTING CONDITIONS AND DEMOLITION PLAN CI.2 PRELIMINARY TREE INVENTORY C3.1 1 I / C4.1 PRELIMINARY UTILITY PLAN C5.1 PRELIMINARY PLAT FES A 5 L L NV 988.00 1 - - - - \ 1 ocs 21 L t/R 992.00 FES K NL 988.00 j / \ NV 989.94 \ V, /\ I I I T NV 1004154 44.50 / 1 /035 0 / / INV 1022.22 1041.0 \ \ Y / S-4 r_ .� _ -\ M 1 1 CBMH 3 / \ Ls % l \ \\ \I \ I �3 °o O I I 1 1 / T/R 1029-36 /,l o m ffo `� I I './ NL 1024.51 I \ \ // ��'� - -7t'n� \\ // \ ..Y -,I _-7' 11"- \ I FES F SAN MH 15 �G INV 1024-01 I I \ /7 ' / \ \\ / J j I IL T/R 1055.77 I I 1 8r--+ INV 1047.50 v N MATCH XISTING f l v --J L-- ---Y --� �� x WETLAND 1 \ \\ 4 L------____-� _-� _-- _ �� = RA ttND-INVERt - ------ -- ---- / WETLAND 5 r SAN H 30-- Ex. SAN MH 10 - -- -I--------------- T/R 1050.95 I T/R 1027.55 ULKHEAD I \ INV 1041.79 INV 1016.05 (s) 0 / INV 1022.83 r ILo" I I //6" DRAI�NTILE I L, �/' CONNECT 1 1016.55 � 1 ;,^,? �•- I X � \ \ / �, \\ -•I � -,. I�I Ey EXISTING WATERMAIN II I ;;� s / // EXISTING WETLAND I I I I G y/ L - - - - - - - - - ` - - - -1 N i I t / /' / I ( \ EXISTINI I , I " , , r \ r \ J 1 / y • 1 < / r , r / • IN • I r, 1J H \I\I I I I 11 1 /•1 I 1 1 I`I\I I I"1 I r Ff f- /\I I I i) /\ I I 1 I\I (- - --X.-S- PSH I EX CBMH 5 _ / �i / I I fUWL , �J16.8 \ ' r---- 1 , L==- I T/R 1023.40 / I - ar \<,<L/,• /-\ 1 L_./ ,v1-1,"1 \_. <_I a1./ / A -H ----- / / \ 100 YR. VY 1017.4 / \ /-, •/ • 1 1 1 r BOTTOM 1016.0 I w1. 10'0238 (N) j v / \ o o I T/R 10233 . r �3t oov r INL 1012.47 (E) 6 •\ / I / \ \ / / INL 1012.30 (N)I wv i012s0r (s)� - - .,+r -y, r '� r t' / r\ r, 1 - • I i ter' 1,. i � / --iT-"1 4r IF{t \- / I Fy 11 1 11 1 I 1 11 1 I\I \ / -. I 1 I-\ v L/ 1 1 N \ I I \ J L--- ------- J L EX CB 41 ----- - T/1'102135 NV 1OIT5 J I`�� N3mmm ��' /INL 101651 (N) // v V / / N\ - ' EX CBMH 2 \ / I •. -'' EX. SAN MH 41 T/R 1016.28 T R 1018.2 I / I I INL 1011.51 (N) INL 1007.24\ / I I Nv 101151 (s) <' INV 1007.24 1 Ex CBMH \ / 0�0 L- - - - - - - - � \ SAN MH 28 i� -- - 'Ir s, \ INL 1009.15 (N) - - - J �a T/R 1015.10 NL 1007.10 \ 7F �I I INV 1007.00 I \ \ \ \\ J w / v 721 / /R 1002 //,/'' � .50 I RECONSTRUCT LONCA INV 995.40 \\ / :� / \ 1 AFTER CON5TRUCTNGCRES DR. \ \ I I I SANITARY CONNECTION I I I 4N J EX. 5AN MH 25 \ T/R 1004.33 ;LAM,G INV 994.08 (SW) I I 0 60 120 NORTH SCALE IN FEET OWNERS/DEVELOPERS YOBERRY FARMS, LLC BILL COFFMAN 7105 HAZELTINE BLVD. EXCELSIOR, MN 55331 (612) 202-0692 DAVID HURRELL 7460 BENTBOW TRAIL CHANHASSEN, MN 55331 KAREN WEATHERS cm c NOTES 7235 HAZELTINE BLVD EXCELSIOR, MN 55331 CIVIL SHEET INDEX SHEET TITLE CO.1 CIVIL TITLE SHEET CLI EXISTING CONDITIONS AND DEMOLITION PLAN CI.2 PRELIMINARY TREE INVENTORY C3.1 PRELIMINARY GRADINC & EROSION CONTROL C3.2 PRELIMINARY GRADING DETAILS C4.1 PRELIMINARY UTILITY PLAN C5.1 PRELIMINARY PLAT REV1510N 1-115TORY DATE REVISION REVIEW 11/15/04 STAFF COMMENTS PROJECT MANAGER REVIEW BY. STEVE JOHNSTON GAIL 1111/04 CERTIFICATION 1 hereby eeroly t 9 this plan w prepared by me, or under my direct supernsan" and that I am a duly Licensed Frofessonal rngmser under the laws of the state or MINNESOTA. Stephen M. Johnston Regetradon No: 18914 DATE: IM04 5lgnature shown Is a duglbl mproduCer of ongllvl. Wet signed copy of thus plan on file A L i nINarm Engmeenng Company office, and o aw labb upon requtmt. REVISED PRELIMINARY SUBMITTAL NOVEMBER 15, 2004 PROJECT: YOBERRY FARM CHANHASSEN, MN LANDFORM MINNEAPOLIS -PHOENIX 510 First Avenue North, 5343 North 16th Street, Butler North Building, Suite 650 Madison Square, Suite 460 Minneapolis, MN 55403-1610 Phoenix, AZ 65016-3234 Plane 612-252-9070 Phone 602-952-9154 Fax 612-252-9077 Fmt 602-952-9155 www.landform.net FILE NAME C401T513.DWG PROJECT NO. T504013 PRELIMINARY UTILITY PLAN C40 Is ©LANDFORM 2004 EEM NOTES OWNER50EVELOPER5 / \ / L PRO CATCHBASIN C3.2 - T- �' �\ / I I SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS -'- - - -' TECZlON (JYP,) -4 :,• / - � \ � / � � / ` \ ' I /' \ �� / i I. BACKGROUND INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHY Y O B E R R Y ` `' / I SURVEY PERFORMED BY LANOFORM,MINNEAPOLIS, MINNESOTA, ON MAY 5, ,` - - \`�� / 2004 EXPRESSLY FOR THIS PROJECT. ADDITIONAL UTILITY INFORMATION I SHOWN WAS PROVIDED BY CITY OF CHANHASSEN, MNNES07A AS -BUILT FARMS, LLC DRAWINGS. UTILITY LOCATIONS TO BE FIELD VERIFIED PRIOR TO EXCAVATION / CONSTRUCTION. IF ANY DISCREPANCIES ARE NOTED, THE BILL COFFMAN ENGINEER SHOULD BE IMMEDIATELY NOTIFIED FOR RESOLUTION. 7105 HAZELTINE BLVD. / V, X. \ \ / EXCELSIOR, MN 55331 � o I o' o�m \�'-- / \ I I I / / l u �- - - - - _ _ - - _ _ - - J I 1 I (612) 202-0692 j' p�4T w 1027.0 " o - - - _ - - - I I I EROSION CONTROL NOTES O o o v v �3 B W I O � 4 , 105 I l o11 61 � l 194 / ! 1 1 ) I 2. THE CONTRACTOR SHALL INSTALL SILT FENCE PRIOR TO COMMENCING b I J EXISTING POND / / I I GRADNG ACTIVITIES AND SHALL MAINTAIN SAID FENCE FOR DURATION OF DAVID HUBBELL \D OVERFLOW\1036.0 \ / CONSTRUCTION ACTIVITIES. UPON ESTABLISHMENT OF TURF THE 100 YR. H103 1035.9 CONTRACTOR SHALL REMOVE SILT FENCE AND DISPOSE OFFSITE. �i .: - Q5 ourLE7 10 .Q > /� v I I I / i r, f2 -A s / /\ ` / / �� / 3. THE PONDS SHALL BE EXCAVATED AS EARLY IN THE CONSTRUCTION 7460 BENTBOW TRAIL m p I I \ u / / / \� I PROCESS AS POSSIBLE. THE CONTRACTOR SHALL REMOVE THE SILT 3`�W 1026.0 u, 4c / M3 \\ /� / �� \� \ // / FROM THE POND AFTER TURF IS ESTABLISHED IN 7NE PROJECT. CHANHASSEN, MN 55331 L - - _ _ �i / 4. AFTER GRADING IS COMPLETE THE CONTRACTOR SHALL INSTALL BMP'S AS SHOWN ON THE PLAN TO MINIMIZE EROSION. 5. ADJACENT STREETS SHALL BE SCRAPED CLEAN ONLY AND SWEPT CLEAN KAREN WEATHERS - \ WEEKLY. 7235 HAZELTINE BLVD \ /� I HIS ACTIVITIES TO THE GRADING LIMITS EXCELSIOR, MN 55331 m , \ / / -p Oft . P \�� \ I \� ' SHOWN ON THE GRADING PLAN. ALL CONSTRUCTION ACTIVITIES SHALL 6. THE CONTRACTOR SHALL LIMIT �I I I COMPLY WITH LOCAL ORDINANCE. o II \ _ r •I "�" I -.. / / III 1 °" ,• ''�\\\ "i I �.-, 7 DISTURBED RAREA RATHANY GNENALL UTIMELE HIS OPERATIONS TO MINIMIZE THE CITYciti�1 a I� ��'�....._.♦ `'. -\� / 12.5' C N7ER TION 1 r+ •`'� \i b''I �'\ o �. \ flp� 'y /� r n \� �J f :'' B. ALL DISTURBED NON -PAVED AREAS SHALL BE RESTORED WITH A MINIMUM nog' 10 \ a V OF FOUR INCHES (4") OF TOPSOIL AND SEED AS DIRECTED BY THE 1 I - --`� --\ // w•� �. __:: fa- Ir i.,. -I"\.' �_ "T W 1047.01, c� I i x✓, ,� T W 1059.0 f�� 'I 1 ENCINEER, WITHIN THE FOLLOWING: > 3:1 SLOPE 7 DAYS, 3:1 TO 10:1 SLOPE - - - - _ >� -, - _ --- T.� L -- -- B/W 1046.° BLW 1046.2 -2 °" ' ii < 10:1 SLOPE 21 DAYS PERIOD FOLLOWING COMPLETION OR ..r,- / -�50, _ -- - ---- I - , - y, r ' 4 a _% d =x a,_ } - _ \ /,I � US EN510N OF GRADING ACTIVITY IN THAT PARTICULAR AREA. C� �F - - ---. (y,�; / �1�1CT 9, ALL SEED, 500, MULCH AND FERTILIZER SHALL CONFORM WITH FOLLOWING j, Y �f - MNDOT SPECIFICATIONS, A5 MODIFIED BELOW: ROCK CONSTRUCTION C3.2 ,', 53\6q,.` I - -- _ _-_ _-__ -...�_ I? 9 1`` �ic L{ CHANHASSEN / ENTRANCE (TYP,) , t, ` '""_' ®� �jo 5 r 1047. ( ITELN SPECIFICATION NUMBER 5 Te4sl w soD 3b7b MINNESOTA \ _ w .N La ,o- ©46 B IQ46. :`' SEED (TYPE 50 040 LB/AC.) o� I - + YIOA ®60 LB/AC) 3876 MULCH (TY E I. 015C ANCHORED) 3882 ,..,•,I Gail /' �.. - \ - FERTILIZER P 3881 NOTES 01lP '� \ - /'j;! SGENERAL PLACEMENT 2575 li;. �,� 5 62,5 \ „_, "\ Q '�. �, ,, n...e .vt r �� ,� •"� I, 1 � � � / . • _ �IO- _-f EP,9 Flao R -J GRADING & PAVING N OTESRADB IIRA�`T6�0 % ,% 0. PROPOSED SPOT ELEVATIONS SHOWN AT CURBLINES A RE FLOWLINE ELEVATIONS UNLESS INDICATED OTHERWISE, 1 11. PAVING CTIONS:�E 7 BITUMINOUS PAVING o 1-1/2" BITUMINOUS WEAR (MNDOT 2350 LVWE35030B) �e Fq �'' I TACK COAT (MNDOT 2357) o G.c�, �s - 2" BITUMINOUS BASE MNDOT 2350 LVNW350306) -r- 12" CLASS 5 AGGREGATE BASE -- = ..• 24" SELECT GRANJLAR BASE (MI3149.2B) -`:`G6 COMPACTED SUBGRADE 12. REFER 70 RECOMMENDATIONS N THE CEOTE-CHNICAL REPORT FOR ANY T IO ADDITIONAL SITE PREPARATION INFORMATION OR REQUIREMENTS. BW W 1039.0 3 / o °,��'ao , H,� - . V _ 'cel `;';v \ \ io PC b{ .b r_- 8 13, SPOT ELEVATIONS SHOWN AT CATCH BASINS ON THIS PLAN DO NOT o;, p3o 'iniyq�,. - � '` A - REFLECT 2 CASTING SUMP AND ACTUAL RIM ELEVATIONS. SEE SHEET �oo C4.1 FOR ACTUAL RIM ELEVATIONS. i, ) (ij 14. PROTECT ALL SURFACE SITE FEATURES NOT NOTED FOR REMOVAL. 0 ,/ '_- _( ) 15. EXISTING TREES NOTED FOR REMOVAL SHALL BE REMOVED IN THEIR ,.,'o„AS�. - " _ ;. - _ _ ENTIRETY FROM THE SITE, INCLUDING ROOT STRUCTURES. NO CLEARING/ CIVIL SHEET INI)EX / EFFORTS SHALL BE STARTED WIrHOUT THE CAREFUL COORDINATION W FB DO /\ A ( S n g �r, THE OWNER'S REPRESENTATIVE TO MARK TREES TO BE SAVED OR SHEET 1 __...-- i V ., • T W 1 10340 /_... - % _ REMOV SHEET TITLE i� B WTANK B/W 102TW5C0.1 CIVIL TITLE 914EE1 16. EXISTING ORGANIC MATERIAL (TOPSOIL) 70 BE REMOVED PER CLI EXISTNG CONDITIONS AND DEMOLITION PLAN IMPACT AREA (FILL) B W 1022.0 'o GEOTECMJICAL RECOMMENDATIONS FROM BUILDING AND PAVEMENT AREAS. iPREUMNARY TREE INVENTORY _- -� ",-r --' SUITABLE EXISTING MATERIALS MAY BE MINED FROM NONSTRUCTURAL C3.1 PRELIMINARY GRADING &EROSION CONTRA. (1,577 SQ.FT) ! �, __ __ AREAS AND REPLACED WITH ORGANIC MATERIAL. C3.2 PRELIMNARY GRADING DETAILS IGATIOREQUIRED -o ,tE'o � �, - o° >� _/ --- C4.1 PRELIMINARY UTILITY PLAN 1 : v o p 8 - C4.1 PRELIMINARY PLAT 17. 104 /., , v 2F �, W 1035.0 � W %� � e IN BUILDING PADS AND PAVED AREAS THE BACKFILL MATERIAL SHALL BE 035 � o � ��! COMPACTED TO 95Y. OF THE STANDARD MOISTURE DENSITY RELATIONSHIP 070 0. u�'o , �- T N 1038.L' � OF SOILS (ASTM D-698-70) EXCEPT THE TOP THREE FEET (3') OF THE 044._. ,, ',21,AS `, `a �. T W 1035.0..'' t5=' o B 1036.G' Z - BACKFILL WHICH SHALL BE COMPACTED TO 100% DENSITY. IN AREAS •,-/ - - p - - -' - A.. A A .® W 102 �I^;� o - to - - - _ WHERE FILL DEPTH EXCEEDS TEN FEET (10') THE FILL SHALL BE ,C i �- - �06_1040.. -- ` - w p °I° o_ -- -- COMPACTED 7O 95% DENSITY. PRIOR TO PLACING EMBANKMENTS IN --v, ) BUILDING PADS AND STREETS, ALL TOPSOIL AND UNSTABLE SOIL SHALL BE - �' REMOVED. AN INDEPENDENT TESTING FIRM SHALL VERIFY THE COMPACTION AND REMOVAL OF ORGANIC AND UNSTABLE SOILS AND PROVIDE THE R - ESULTS OF THESE TESTS TO THE ENGINEER AND CLIENT. J I � I • . .1,1 062.0 /05 N��I° s °°° I `_� I8. THE FILL SOILS SHOULD BE PLACED AND COMPACTED USING LIFT \ \ FB Fg 4.Q 1 �` �� ;^n THICKNESSES WHICH ARE COMPARABLY MATCHED TO THE TYPE GF FILL AND THE COMPACTOR BEING USED. THE COMPACTOR SHOULD BE ,1062.0 j l (_, CAPABLE OF OBTAINING THE RECOMMENDED COMPACTION LEVELS / 1 1/,,�'-� O x.00 : THROUGHOUT THE ENTRE THICKNESS OF THE FILL LIFT. / I o p J �� , m' �� i := REVISION HISTORY DE5/ I 'r 1 A6 a"h Q `. I' 19. SEGMENTALALL INRE AIMING WALL G WALL5 'TO ESPECIFICEATIOND IN ACCONTACT LANANCE IDFO MTH �FOP AS !047.0' I A - - DATE REVISION KEVIEW 6�1 } _.. , ` . 0 1046.0 k �Z ' -.�\� 2 _ COPY OF THE SPECIFICATION. _- •,i.. -.. "rel - Q `p 1048:0 t \0 8"sem 1 �-- a/is/o4 STAFF connNrs 1043.0 -__,. .. , BASIN G3.2 - -�:, U .J � T j 49. 1043.0 NOTE: �ACT AREA (FILL) - 23 SQ 4.FT) THE CONTRACTOR SHALL FINISH GRADE RESIDENTIAL LOTS ,r / /c') x' S9� ? .- --- s 1042 -,1'n10 MITIGATION REQUIRED AS SHOWN ON THE TYPICAL HOUSE PAD CONSTRUCTION fl _ qS R- •..r�n� 8 11 / waO _ POND SE I I DETAIL, SEE SHEET C3.2. #7 / rr'"' ` � a-. „ _ _. .,,,. O b y-_.... .. ,, ry�h'L -n, . -Ro_"�- . Ww• m9 .,NWL 1013.0 .�STRUCTURE STY LE IOYR 1014.4 FULL BASEMENT (F6) OOY1015.4 ELEVATION AT BACK OF HOUSE_ FULL BASEMENT WALXOUT () \°,\0 FULL BASEMENT LOOKOUT FI9L0) mn \D BWO FULL MENT SIDE LOOKOUT (FB 9L0)lC - , FIRST FLOOR ELEVATION BASE MINIMUM BASEMENT FLOOR EL/80,°EVATION EXCEPTIONS: AQ•° (BASED ON WETLAND OR SEWER.) GARAGE FLOOR DROPPED LO' FINISHED GARAGE FLOOR ELEVATION PROJECT MANAGER REVIEW m: STEVE JOHNSTON DME 11115/04 i 1 _ /0440 / o or5Bw0o NOTES CERTIFICAT40N '•a / Y 'Q 0x1.0 r' - - - _ 1�j- ' �` - I hereby rray that the pan was prepmymeot ared by me, or under d PI I58,o 1 /, 1 �Oy _- ,o - \ - GARAGE FLOOR ELEVATION IS ALWAYS FACING THE ROAD. su iiI and that i am a duly Ljocri Processional rngmeer under Q j the lava of the state of MINNESOTA. O � I n / ----- -� i� \ - \ 2. CUSTOM LOTS TO BE GRADED BY BUILDER TO SAVE ASBLE, - \ MANY TREES AS POSSI I21 \ A. "'`r y , \Stephen M Johnston Regetratlon No: 18914 DATE: 11AW04 1014 I � HOUSE PAD DETAIL '_. � '� � \ \• NO SCALE sgruture ongln ed of --- .^ __ \ the pbn tandformEngineering Company aoffias and is ava cow -'- , - - - - - - - - - _ -- - _- - eg shown o a dgltal rcPloductlon .Wet s C3.2 SILT FENCE TYP. inert st. �. C3.2 CATCH BASH I �,. _ _ ,x I ~~- / \ V v 2 ( ) -, - ( )� / S I 4 PROTECTION TYb� I V A \ v REYI5ED PRELIMINARY 50MITfAL I NOVEMBER 15, 2004 PR I III ", PROJECT: \ r 'i Cr 2 z I D I T, r- I_ - J F-1 F_ / ra i i `I \'\ _ i 'i\i ,�'\ 1 ( 1-I p ,j/.r1y , V 1 r. r , , L ' \ . r/ I Ir" `x 1 I°\\%Jf I JJJYV !� \I 1 11 `I I\ I � � I 1-;A/ 1 , Y `\ -j� - YOBERRY FARM r I I __ ' /\ II `I 'l )<I,' �]< ��°I\I /\ \ r ri 1 • r\r\I-I-, /+.a Ir. lril Tri \ / - - - - CHANHASSEN MN \ 'GYl II J � 11 I I // I bill C I CITY OF CHANHASSEN v _ -7� • ��/ �\ I \ \ \�� I / RECEIVED IIIA V v / /// v i I I w , ' /� d� 1%a��le ` NOV z s zooa I I t/+ -� CHANHASSEN PLANNING DEPT r/W IdOi / FOND SW __ LANDFORM IOOYR 992.1 NWL 990:0 � \\ \ - 1I \ MINNEAPOLIS -PHOENIX � - i / ._.---'- --,.~~_.-. � � \ :- - \ 510 First Avenue North, 5343 North 16th Street, Butler North Building, Suite 650 Madison Square, Suite 460 Minneapolis. MN 55403-1 0 hoenix, AZ 85016-3234 Fax 612-252-9077 landform net Fax 602-952-9155 In s1 P www. Phone fi12-252-9070 Phone fi02-952-9154 R FILE NAME C301T513.DWG ' T W 992.0 DDITIONAL TOPOGRAPHY IN THIS B W 993.5 I - � -.... F. / \ I PROJECT NO. T504013 T: W 1009.0 T W 1009.0 T �y 1008.0 \ \ I PRELIMINARY GRADING & / ARA HAS BEEN ORDER€D ANOD\� WILL 8,.. W ^x4.0 - _.. B/W 996.0 I3 B/�y 1008.0 l- \! �/ f-- / Q sQ 120 EROSION CONTROL PLAN ,BE ROVIDED UPON ITS COMPLETION. \-\ / f �/ J / \ I I I t b NORTH C301 SCALE IN FEET OIANDFORM W04 ._.. ::c: a::ry%'E1h B - u:- i�.',FK}i•.i`dig�: !.?i: '........ }Fi I (........ ,- \'\� II --- _ NOTES ®EROSION CONTROL NOTES® ®�ORAOOIO PAA�G NOTES® �YOBERRY FARMS, LLC mM c AN II.mmn»EN.m. E.amm MN 5541 blamo DAVID HURRELL pMmu4EN.m=i KAREN WEATHERS EECO M W x l a.. CUNUSSEN MINNESOTA t 1 — Wt► PVIMiE,.4Q ,. 4MEm1tl1UNY HWBE P4D DETdIL RB[✓m1�WRTSIM�RN PECEMM 20.2004 �LEGENW nnNtr YOBERRY FARM a<mcros HWBE P4D DETdIL RB[✓m1�WRTSIM�RN PECEMM 20.2004 �LEGENW nnNtr YOBERRY FARM _—' wx u ... .on..,o• CHANHASSEN. MN LANDFORM o ft XU 60910N a0Nllt0. EIA11 �J C3.1 .AIX IN ELCI' YOBERRY FART" I LOT 4 75' XCEL UrLIIY EA9EMENI I tl I I � I I I I I I IE! NTI I� I jL I I I I I I I I I I I I I I I I I' I SECTION THRIJ GL"WNT TRAIL STATION IIe48D0 AND LOT D OF THE WMB AT LONOACIONG 6TM ADDITION THE WOOP5 AT LOW@ACRES LOT S SOUTH sm —WhT&W — SECTION THRU GUNFLINT TRAIL NDFORM YO9ERRY FARM, CHANHA99EN, MN ,.... ......... 7904019 OI-< -09 1'05ERRlr FARM 04 LANDFORM I XCEL 75 UTILITY EASEMENT I I oI I fl I I mI I I 41 yi I I 3I aI I I cI aI I GUNFLINT TRAIL Q- I I THE WOODS AT LONGACRES L 15' 6 13' 6 75' 11 37' 1. 28' SECTION THRU GUNFLINT TRAIL STATION 11445.50 AND LOT 5 OF THE WOODS AT LONGAGRES 6TH ADDITION SOUTH— SIDE_ — WALKOUT SECTION THRU GUNFLINT TRAIL YOBERRYFARM, CHANHA55EN,MN T5ml3 : ,� � — �� rte®. �u �• n \ e—, Az ii TOT LOT LANDSCAPING YOBERRY FARM LANDFORM T504013 ..a.o • •"" 22-FE13-05 I od =0ro :3 I 1 \ \J \ i F i V 10kp 0 1- i - 70 K-3 / / ��// / n\X In \\co of \ _ I _\ /\\ \ \\ vo rrl CENTER LINE OF 75 FOOT ELEGY C LINE ° EASEMENT PER DOCUMENT 8'5490 70 _bl ---- ---- 801 0037�41E--------I r---------- 1 -------- 8A66 \C\ 31 X Ell 050 )50. rill, /�CaNSERVA EASEM-W OPTION C YODEFKY FARM: LANDFORM rcnAni A 0 WETLAND 3 0 1031.5 E, +` .rte. ;may 1pb �! i TION 4V i i I L - I I r------------ i I i i I i I � I OPTION B OA000— Y06ERRY FARK LANDFORM T50401 YOBERRY FARMS, LLC alLLNfiMAN nmxuavnxE y,ro EEIHP00. MF HV1 6199 AREA LOCATION MAP DAVID HURRELL ]m NPI.IL U OUNHAMN. KMN®1 KAREN WEATHERS 736NA]f.I."AM" Ell6]SIgl MM 51Vl f4 YOBERRY FARM MN. .m i YI�IYia147L1� CHANHASSEN — MINNESOTA '�i60T" Nam ®ABBREVIATIONS 6�n P Frrnr PA oSYMBOIS iY'J cwrrm rowrAc�s gam utv.ttN Q snM aN.n,oN et. . .xan i mmtx.H, m uuea6uo srnc.wB svif61Y.Az�x miiva. M »Im cwxBm rr r.6:Ea,F oa SH]N]u« k_,,MB Eq'F a nI.vNLn –r r— WOC GY® ¢It � Cp,Cff,t 4EtI,NC Yui ® '�wN� HMJT,� :e Bftl fe,N,PF vut eri– YA l4lC 4 Lnn EN]LE 0.. �00 f awrcs ,aF uns n, owns 0 [Et[v «91 . .H NBIIM .q xntWa sIRM.W tMlEW6. ,u Y'{rs-]µ?1T]µ PM x�..fNF g eoemolE WR9tl .v W[- 3 O.fNxm O mlm fou 61-M-1008 V#-Wy-1030 ,NMee e6r 615 R,H 1 reuia' av 6 GS ue 9(HwOtp, ,N 551Hµ 61ti0FCls] '. azra.Bne YEuue®fw ---c us t,..i 4i� ,E�Mf "x'vYN'J5 --b'� of»Ew uxEr,v �NlAfgp, E:F 951bF-MOi xECdC m M -J,11 iY'J cwrrm rowrAc�s gam utv.ttN L.mEe1m,� snM aN.n,oN et. C - � u«Paaao s,acN� m REY ORMW RYSMITM svif61Y.Az�x miiva. M »Im cas�n rr MY a nHxLAsxx SH]N]u« k_,,MB me a PAMaim Q.1. � [POE�NELMiG µ4L ® '�wN� HMJT,� :e Bftl R1AR,f�EfI1EC YN moo WRY>. a0 Ir.+n sr.>om 0.. s+F M n,n n, [.Sd B65F] 0 rtVsgF Nt/QV .q xntWa sIRM.W tMlEW6. ,u Y'{rs-]µ?1T]µ Y�Y CTM.Y4 WR9tl .v W[- 3 O.fNxm v,av,a—nares ,sM'..vPE M SNb 61-M-1008 V#-Wy-1030 wE 1N' I�Y+I¢].R, AE'wrs �A CUM¢I 4 fM %Crap! 6 GS ue 9(HwOtp, ,N 551Hµ 61ti0FCls] '. azra.Bne [f4n0.'-4YTPEM xe FHO.,tG YA� 4i� ,utnaeolF«w "x'vYN'J5 --b'� of»Ew uxEr,v �NlAfgp, E:F 951bF-MOi ®PROJECT CONTACTS smtwcE roswMvr rowrAc�s L.mEe1m,� snM aN.n,oN et. 6 Oe.e.Ac s�.�cwx m REY ORMW RYSMITM svif61Y.Az�x miiva. M »Im -+mo '� _. E6rrsi-r>1-m]] MY a nHxLAsxx SH]N]u« k_,,MB r x..Afa Q.1. GLLFn, f,C m_rn_a '�wN� HMJT,� :e Bftl Ei`i cz-m-m mf pry ypYEp7700vYO s+F M n,n INLSM, N]YIID� 0'N,. L.,. bb M],IFeR � �, .q xntWa sIRM.W tMlEW6. ,u Y'{rs-]µ?1T]µ Y�Y CTM.Y4 WR9tl .v W[- 3 O.fNxm ,sM'..vPE M SNb 61-M-1008 V#-Wy-1030 AE'wrs tMewGBw 1Ev�i wn � LNe 9(HwOtp, ,N 551Hµ 61ti0FCls] '. azra.Bne wE. nsA,«Y xe FHO.,tG YA� 4i� "x'vYN'J5 tl1-BR-]600 �NlAfgp, E:F 951bF-MOi xECdC m M -J,11 B.m,Bf M,,,H � V}1]0 m -nM twnFanNl nNccAsco Pew rotor. W.,VILL 44 )M µFY, LMM Alf 6P�R.-Nn �ARM16 M �.0 k 6P-F.-nl) ,m.66x ,xf<a.Nsc.,ux .�„IMDO� <I8E ,Y sXE H[HfsF Wrt ,C. EO-RYFAE, nauo. M sssa:. mrRrro _LEGAL ..1.1 Gopher State One Call iw «ue n.-aE pAareENawv BENCHMARK "- ra NlR oP xrauxr wasT sloeoP exanecou,svMr NwAo., APPEoma"NEEr Ie PN�rNatNxoPemaE .,, .«.�..,...:_..,:- E[ISIWG PAVPI:1¢III. FlEVAIlON-10lIJa !DRAWING YOBERRY FARM CHANHASSEN, MN AIL �lr LANDFORM YN UYOFIa. PxoulN EaENYE mvnsnBNv rrosaNn „BEoo OYLYIIIEaiEET .ROE.n Yn1P6R 6.e1 ®EROSION CONTROL SYMBOLS® axrenMLnmEr 6 Oe.e.Ac s�.�cwx REY ORMW RYSMITM 1.6 µEt, R14 OECOADM 20.2004 xMM nrn ra.uM GLLFn, f,C '�wN� HMJT,� :e Bftl YOBERRY FARM CHANHASSEN, MN AIL �lr LANDFORM YN UYOFIa. PxoulN EaENYE mvnsnBNv rrosaNn „BEoo OYLYIIIEaiEET .ROE.n Yn1P6R 6.e1 ®EROSION CONTROL SYMBOLS® – – YAtN, fPB.OL EEM[F pF.Y. NI.1 REY ORMW RYSMITM OECOADM 20.2004 YOBERRY FARM CHANHASSEN, MN AIL �lr LANDFORM YN UYOFIa. PxoulN EaENYE mvnsnBNv rrosaNn „BEoo OYLYIIIEaiEET � 6 iN,j L I 1 \ I I � I I . I i / / 1 1 I I ®DEMOLMON NOSES® YOBERRY FARMS, LLC lllu » nmrumnre ei.vo sxu�vat Nx®i aiawo®s DAVID HURRELL KAREN WEATHERS ,mee Tlmll!m n,., mnt 6xavi 4n � R� MINNFSdfA' xorts oll9lEEtfgFJ UMMMM..vV,K PECOAQ20.W04 YOBERRY FARM CHANHASSEN. MN A& ;0MA LANDFORM .......... 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Heghts Park Fre end, sed un- Me / '� •� 2 DBrtWBy" Lake Nan, 4, Wu, 4 prcllartl Lacs �' aµ0 ° aey a.." `.r. q� a a ern_ Gc0 R s°"aA Homan q we saaField Park K.anen.n ca EeM r� wn a E as wr 3 o a ,y ri °'strAp'seerwi et 83rd St M yNll �. W te" _ Pe,abG, <,,a' u p W. BMr. a Cr ,N-4zll 9@sp jjjjj Kiel 9 or. waa'u"'nwg, Pleasant O®gew cw kill Pork Lake Minn to 1 Minns shta Rept Park s„ Lake ki Harrison I a 1,J- LYr st JDY bort ' o� D' �O< g] aMe r m r F;i y v Long ; C Hunter or eY C? i, acres r Qe Jm'm i F.,,,, 11 mtha cWay 7 RaNryN a Sui i R c°do,Parkr, go ID 3 sue, Aker at 4 r ; ne, Nlalnul CUNe Minnesota +ccem now ®® ; mgy v Ott 'a 2 Cmtll Lane r 3 3 's an am icmm outs 2 • n 4 s m a ey o e 3 fi ° AIEOfatllm SVYIBBe Facstraet = e _ Vax:rn 0y Or r 5 7Clnn dr, Close b a e Amo Its un villager 6°s5 F- ,' e" PI'® as erg wPhi 3 +s e et ^ a0b 12 4' Minnesota Landscape Arboretum PARK SERVICE AREA MAP O1/2 Mile Neighborhood Park OCommunity Parks/Schools Regional/State/Federal Facilities Parks Schools W 0 S 2000, + 000 ° 000 0.000 Feet January, 2005 Arboretum Bou lever y .n mom - BANunn Ra lal W, a Pie- _K Lake Lucy Road eao,na COuaw eb 9 r1r,bYrw.Ar or Mew own m m tuoy Roan wa : Lilac Lane-' 8,3 Q ' 2 Lotus WNIq a $ a 3 E sy. e 3 rct €N,Ad M °T ° (eke e aby a '41 stlaD' If a�e{6P as r 1c Park/. 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SI � ',tea¢ 6y G" � V.I'. 2Kdly CouM1 2 8 w°m ¢ Umd° rM '° G a NloncY. way am. 3 w m p Z .b° �50 Pe+K i S YP e m W 77th SI ak° W 78yPath m m = Street hap Chan View j W Ism 3 Pett. , a? _ W 7 SI Court are S: _T O' ` # Leke I 4444 B neuyrn W7110 at. a (aka Dr E. C hassen0111. IE. Parr R°ad Chanhassen- 46 da Yr'OM 9 S ua.8 NWAV N.LLa LH S P°aC Y'`' e 'al Preserve %'4, MBQa'^ B® B yb; a PBtk weoty' B tB V oo" $ man ^'k - ,• _ - Lulu SM �e Or Dire } c B Creek 7+UI m I IRgge a ' 9 �� Lake Dn°g Lake Susan °e Park 's $tone e+a. 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CRi eu"maRe 3. darMk B, PMlsp Coon yr.L Claa�°w OaOmOni 80rM Jee` e'nerly Can °.mom ins Ban limens Beughts re Park 4`S Heights gas Park W. Bfim avast Q9 s Raguet Wildlife -a*— Management Area Lake Rte Lake G: I ENGUoleenlParksl ServArea rano qe S ua.8 NWAV N.LLa LH S a RIC. Car I car roma a =ant MuseenI He. to Fneco ch eNe man eu"maRe 3. darMk B, PMlsp Coon yr.L Claa�°w OaOmOni 80rM Jee` e'nerly Can °.mom ins Ban limens Beughts re Park 4`S Heights gas Park W. Bfim avast Q9 s Raguet Wildlife -a*— Management Area Lake Rte Lake G: I ENGUoleenlParksl ServArea KNOW ALL PERSONS BY THESE PRESENTS: That XXXXXXX, owner and proprietors of following described property situated in the County of Carver, State of Minnesota, to wit: Lot 1, Block 1, Wirtz Addition and Outlot B, Highover, all in Carver County, Minnesota Has caused the same to be surveyed and platted as HIGHCREST MEADOW SECOND ADDITION and does hereby donate and dedicate to the public for public use forever the thoroughfares and also dedicating the easements as shown on this plat for drainage and utility purposes only. In witness whereof XXXXXXXXXXX, has caused these presents to be signed by its proper officer this __day of .200 xxxxxxxx_xxxx itsXXXXXXX XXXXXX -- STATE OF COUNTY OF The foregoing instrument was acknowledged before me this _day of _, 200 , by its of XXXXXX-XXXX. Notary Public, County, My Commission Expires I hereby certify that I have surveyed and platted the property described on this plat as HIGHCREST MEADOW SECOND ADDITION; 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 Minnesota Statutes, Section 505.05, Subd. 1: that the outside boundary lines are correctly designated on the plat and that there are no wetlands as defined in Minnesota Statutes Section 505.02 Subdivision 1 to be designated other than as shown. Howard H. Rogers, Land Surveyor Minnesota License No. 10945 STATE OF MINNESOTA COUNTY OF CARVER The foregoing Surveyor's Certificate was acknowledged before me this day of -----,200 _ _, by Howard H. Rogers, Land Surveyor. Notary Public, Carver County, Minnesota My Commission Expires , 20 CHANHASSEN, MINNESOTA I hereby certify that this plat of HIGHCREST MEADOW SECOND ADDITION was approved by the Planning Commission of the City of Chanhassen, Minnesota, at a regular meeting thereof held this ___day of _ 20 By_ _ , Chairman COUNTY SURVEYOR, CARVER COUNTY, MINNESOTA Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of 200 By-- — John E. Freemyer Carver County Surveyor CARVER COUNTY BOARD OF COMMISSIONERS This plat of HIGHCREST MEADOW SECOND ADDITION was approved and accepted by the Board of Commissioners of Carvei County, Minnesota, at a regular meeting held this _ _day of 20, and is in compliance with the provisions of Minnesota Statutes, Section 505.03 Subd. 2. All monuments will be set as specified by the County Board and as stated on this plat, according to Minnesota Statute, 505.02 Subd. 1. Board of Commissioners of Carver County, Minnesota By_ _ Chairman Attest 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, Hennepin County, Minnesota I hereby certify that this plat of HIGHCREST MEADOW SECOND ADDITION was filed in this office this _da} of 200, at dclock M. Carl W. Hanson Jr., County Recorder By: REGISTRAR OF TITLES, CARVER COUNTY, MINNESOTA I hereby certify that this plat of HIGHCREST MEADOW SECOND ADDITION was filed in this office this day of 200 , at o'clock M. Carl W. Hanson Jr., Registrar of Titles Bv: HIGHCREST MEADOWS SECOND ADDITION BEARINGS ARE ASSUMED DENOTES 1/2 INCH IRON PIPE SET O MARKED RLS 10945 • DENOTES FOUND 1/2 INCH IRON PIPE DENOTES BOUNDARY OF DRAINAGE/UTILITY EASEMENT Q Qo0s9/ f %// F ?AO 7r, NORTH 0 40 80 %:m = SCALE IN FEET / r— n r\ i. \ I I L_ / \ Ll \/ CITU OF RGC�EMED SSEN MAR 2 S 2005 ENGINEERING DEPT LANDFORM MINNEAPOLIS -PHOENIX KNOW ALL PERSONS BY THESE PRESENTS: That XXXX3=, owner and proprietors of following described property situated in the County of Carver, State of Minnesota, to wit: xxx'<, all in Carver County, Minnesota Has caused the same to be surveyed and platted as HIGHCREST MEADOWS THIRD ADDITION and does hereby donate and dedicate to the public for public use forever the thoroughfares and also dedicating the easements as shown on this plat for drainage and utility purposes only. In witness whereof XX-YXXNXX:k.XX, has caused these presents to be signed by its proper officer this day of 200 its XXXXXXX. X EXDDEX STATE OF COUNTY OF The foregoing instrument was acknowledged before me this day of 200 by its of X4YXXXXY. Notary Public, County, My Commission Expires I hereby certify that I have surveyed and platted the property described on this plat as HIGHCREST MEADOWS THIRD ADDITION; 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 Minnesota Statutes, Section 505.05, Subd. 1: that the outside boundary lines are correctly designated on the plat and that there are no wetlands as defined in Minnesota Statutes Section 505.02 Subdivision 1 to be designated other than as shown. Howard H. Rogers, Land Surveyor Minnesota License No. 10945 STATE OF MINNESOTA COUNTY OF CARVER The foregoing Surveyor's Certificate was acknowledged before me this day of 1200 by Howard H. Rogers, Land Surveyor. Notary Public, Carver County, Minnesota My Commission Expires 20 CHANHASSEN, MINNESOTA I hereby certify that this plat of HIGHCREST MEADOWS THIRD ADDITION was approved by the Planning Commission of the City of Chanhassen, Minnesota, at it regular meeting thereof held this day of 120 By , Chairman COUNTY SURVEYOR, CARVER COUNTY, MINNESOTA Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of 1200 By John E. Freemyer Carver County Surveyor CARVER COUNTY BOARD OF COMMISSIONERS This plat of HIGHCREST MEADOWS THIRD ADDITION was approved and accepted by the Board of Commissioners of Carver County, Minnesota, at a regular meeting held this day of 20' and is in compliance with the provisions of Minnesota Statutes, Section 505.03 Subd. 2. All monuments will be set as specified by the County Board and as stated on this plat, according to Minnesota Statute, 505.02 Subd. 1. Board of Commissioners of Carver County, Minnesota By , Chairman Attest 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 Of , 200 Mark Lundgren, County Auditor By: Deputy COUNTY RECORDER, Hennepin County, Minnesota I hereby certify that this plat of HIGHCREST MEADOWS THIRD ADDITION was filed in this office this day of 1 200. at o'clock M. Carl W. Hanson Jr., County Recorder By: REGISTRAR OF TITLES, CARVER COUNTY, MINNESOTA I hereby certify that this plat of HIGHCREST MEADOWS THIRD ADDITION was filed in this office this day of 200 , at o'clock M. Carl W. Hanson Jr., Registrar of Titles By: day HIGHCREST MEADOWS THIRD ADDITION r- I - 1 BEARINGS ARE ASSUMED DENOTES 1/2 INCH IRON PIPE SET O MARKED RLS 10945 • DENOTES FOUND 1/2 INCH IRON PIPE DENOTES BOUNDARY OF DRAINAGE/UTILITY EASEMENT N 8937'45" W 464.44 NORTH 0 40 80 %:%Mmm SCALE IN FEET CITY OF CHANHASSEN RECEOVED MAR 2 S 2005 ENGINEERING DEPT. LANDFORM MINNEAPOLIS -PHOENIX I IF L=10.20 11 I r. 11 /\ rl r- / -I- R=195.00, 1 I r- n r\ L; '\: r♦ 1 1 r • ;'ll I A=2'59'50 " CH=N11"42'41 "E, 10.20 N 89037'45" W 188.69 - = — S 89037'45" E 287.13 =; — - — rLO --- Z 1 1 / ``-- ° ---------- -----� ------ \I 30.29 30.39x: 70�— I , — — I — X6.44 I 110 n o^ O r 1 O N In I arn° I; I Li i --__ice uiLnm 0701 VLnr- II II^ I Ill r\1 lr\r>r-1-I- 1/r-Ir\/\1l/I• -, /\ , LL_ . / l 1 IL- _ I Ll .. . . , I I I r♦ I I r\ r\ r-!• -r ./ r- • r♦ r+ 1/ 1 r- F�'1„Fy l` f!f- `. I\/I F- /t I II+/ 1, I I 1 0 V^J ,1 ♦/ / 1 -I 1 A I 110 I,I L1J 1 30 30 1 w 1 ..- L L-- ' N89°3745"W 191.51 - - —J \ Lo 1 a . rn ----- ----------------1 w W 1 1 C9 I 110 `I, O toCN i w 101 � 1 a �1 Io I ' In `" of a 6 'Z! � - 11 N 1 Ln oma—, 701 7 1 I 1 ` N89°3745"W 187.09- -In - _JL=32.00 \\ .67--------- ;111 — — — — — — — — R=30.00N - �a % 10 n/gyp A=610723" 77 7, L=16.62 \ i L -R=30.00 - N89 3745"W 174.16- un - Ln I '0 ` ` L , A-31 4439" 1- O '� 'I - ` r In — — — — — — — — — —— � N 1 V 5 < ` /,' 1 01 �J _ LI_ 110 ` w C9 <% -' W- L.� / I Li� --' 10i / O zo -T- — — — — — — — — — — -- 9°." N83745W 103.79 r m 10 OUTLOT A '�� 1 1'� i �� 30 - , -- — --- — — — — — — — — — — — J 97.47 0 0 183.72 - ` 1 S8.9°37'45"E 281.18 0 l r- I - 1 BEARINGS ARE ASSUMED DENOTES 1/2 INCH IRON PIPE SET O MARKED RLS 10945 • DENOTES FOUND 1/2 INCH IRON PIPE DENOTES BOUNDARY OF DRAINAGE/UTILITY EASEMENT N 8937'45" W 464.44 NORTH 0 40 80 %:%Mmm SCALE IN FEET CITY OF CHANHASSEN RECEOVED MAR 2 S 2005 ENGINEERING DEPT. LANDFORM MINNEAPOLIS -PHOENIX I O r Ib P" �I — — __---- i INPACF AREA /(Y11 IAtrGn AC GII I iu IT T/1 imG I GILT I INIGII 1 Gn) — _4 TREE 250 & 251 TO Be SAVED / -1 � \\� \\N )� �'\V =NOTES OWNER/DEVELOPER SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS YOBERRY 4 FARMS LLC FARMS, 2004, EXPRESSLY FOR THIS PROJECT. ADDITIONAL UTILITY INFORMATION Phone 602-952-9154 SHOWN WAS PROVIDED BY CITY OF CHANHASSEN, MNNESOTA AS—BUILT BILL COFFMAN DRAWINGS. UTILITY LOCATIONS TO BE FIELD VERIFIED PRIOR TO HAZELTINE BLVD. LV EXCAVATION / CONSTRUCTION. IF ANY DISCREPANCIES7105 ARE NOTED, THE ENCNEER SHOULD BE IMMEDIATELY NOTIFIED FOR RESOLUTION. EXCELSIOR, N 55331 SEE SHEET L6.1 FOR / ENLARGED TOT LOT PLAN DAVID HURRELL 7460 BENTBOW TRAIL CHANHASSEN, MN 55331 b KAREN WEATHERS 7235 HAZELTINE BLVD EXCELSIOR, MN 55331 CITY OF — — 1- — 1 CHOSEN MINNESOTA CIVIL SHEET INDEX SHEET TALE V7 11: if _.. 1 r I I , . r! I I I INPACF AREA /(Y11 IAtrGn AC GII I iu IT T/1 imG I GILT I INIGII 1 Gn) — _4 TREE 250 & 251 TO Be SAVED / -1 � \\� \\N )� �'\V =NOTES OWNER/DEVELOPER SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS YOBERRY I. BACKGROUND INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHY SURVEY PERFORMED BY LANDFORM, MINNEAPOLIS, MINNESOTA, ON MAY 5, FARMS LLC FARMS, 2004, EXPRESSLY FOR THIS PROJECT. ADDITIONAL UTILITY INFORMATION Phone 602-952-9154 SHOWN WAS PROVIDED BY CITY OF CHANHASSEN, MNNESOTA AS—BUILT BILL COFFMAN DRAWINGS. UTILITY LOCATIONS TO BE FIELD VERIFIED PRIOR TO HAZELTINE BLVD. LV EXCAVATION / CONSTRUCTION. IF ANY DISCREPANCIES7105 ARE NOTED, THE ENCNEER SHOULD BE IMMEDIATELY NOTIFIED FOR RESOLUTION. EXCELSIOR, N 55331 (612) 202-0692 DAVID HURRELL 7460 BENTBOW TRAIL CHANHASSEN, MN 55331 KAREN WEATHERS 7235 HAZELTINE BLVD EXCELSIOR, MN 55331 CITY OF CHOSEN MINNESOTA CIVIL SHEET INDEX SHEET TALE F THE HEADER DIRECTLY ABOVE DOES NOT CONTAIN FOUR LINES, THIS SHEET HAS BEEN REPRODUCED BEYOND INTENDED READABILITY. PLEASE CONTACT THE ENGINEER TO REOUEST ADDITIONAL DOCUMENTS. m 0 50 100 %:%mm SCALE IN FEET CML TITLE SFEET CLI EXLSTNC CONDITIONS AND DEMOLITION PLAN GRADONG 4 EROSION CONTROL C3.1 ACHOVER DRIVE CRADNC PLAN C3.2 ARROWHEAD LANE CRADNC PLAN C3.3 GUNFLINT TRAL GRADING PLAN C3A ER0910N CONTROL PLAN SANITARTALIATEWAIN PROFILES C4.1 MASTER UTLITY PLAN C4.2 GUNFLINT TR. SANTARY/WATERMAN C4.3 ARROWIEAD LN. & CT. SANTARY/WATERMAN C4.4 SAN MH 2-18 & H. Mt 25-27 SANITARY/WATERMAN C4.5 HQ40VEQ DR. & HCH:REST CR. SANTARY/WATERMAN C4.6 12° RAW WATER LINE STREET/STOW SEILER PLAN 4 PROFILES C4.7 GUNFLINT TRAIL STORM & STREET PROFLE5 C4.6 ARROWHEAD LN. & CT. STREET PROFILES C4.q F40NOVER DR. & HGHCREST CR. STREET PROFILES C4.10 F4G}IOVER OR. TO CRFLNT TR. STORM PROFILE 04.11 POND SW STORM PROFILE C4.12 BLOCK2 & BLOCK 3 STORM PROFILES CONSTRUCTION DETAILS C7.1 GRADING AND EROSION CONTROL PETALS C7.2 CONSTRUCTION DETALS C73 CONSTRUCTION DETAILS C7.4 CONSTRUCTION PETALS C7.5 CONSTRUCTION DETAILS C7.6 CONSTRUCTION DETAILS C7.7 CONSTRUCTION DETAILS C7.8 CONSTRUCTION DETAILS LANDSCAPE L2.1 LANDSCAPE PLAN 1,6.1 ENLARGED PLAN TOT LOT 1.7.1 LANDSCAPE DETAILS REVISION H15TORY PATE RE45DN RENEW 06/02/05 STAFF COMMENT5-/3 PROJECT MANAGER REVIEW NAME STEVE JOHNSTON DATE; 06/02/05 CERTIFICATION I hereby certify that this plan was prepared by me. or under my direct supernswn, and that I am a duly Licensed Professional Engineer under the IawS of the state of MINNE5OT& — A44 ry ` Stephen M. Johreton Registration No: 18914 4 ATE 06/02/05 5ignature an. o a digital reproduction of anginal. We signed copy of the plan on file at Landform Engineering Campar y offices and is available upon request. STAFF COMMENT5-#3 JUNE 2, 2005 PROJECT: H I GHCRE ST MEADOWS CHANHASSEN, MN LANDFORM MINNEAPOLIS -PHOENIX 510 First Avenue North, 5343 North 16th St ed. Butler North Building, Suite 650 Madison Square, Suite 460 Minneapolis, MN 55403-1610 Phoenix, AZ 05016-3234 Phone 612-252-9070 Phone 602-952-9154 Fox 612-252-9077 Fax 602-952-9155 www.landform.not FILE NAME C303TS13.DWG PROJECT NO. T504013 © LANOFORM 2006 GUNFLINT TRAIL GRADING PLAN C363 m 0 N tj] ❑ ❑ 14AROIBOARD' 5101NG 16/12 8.75/12 /12" TRIM fJ 12 12 0 HARDI BOARD SIDING 6" TRIM AT WINDOW5 (TYP( 1 LEFT ELEVATION JJJJ� ��JJJJ -JJJ�J� 12 6.75 F 5HINGLEO ROOF OPT. COPPER ROOF CITU OF CHANHASSEN RECEIVED NOV 1 7 2004 QNI�IA6SEN PLANNING DEPT 6'-4" RETAINING WALL A5 REQ. ' VERIFY WINDOW 6RID5 AT REAR & SIDE ELEVATIONS 10" TRIM I�-JJJ J�JJ� IZ/IZ 2012 FIXED LOUVER 6/12 �16 SOL10 PLYWD. BACKING 12" FA5CIA BOAR05 AT FRONT GABLE5 HARDI5HAKF-5 �I��JJ �JJJJJ JJJJJ 2" TRIM OVER 2x14 X11Lu Irlmllr��l. �■1��11 ----------------�----- 16/12 DI FA5CI.A- - � IN m i i 111111IN m =7=. 24" O.H. 2" TRIM OVER 2x14 42" O.H. ❑ ❑ ❑ ❑ CHA5E FOR 'OPT. W000 BURNING F.P. y , i.0" HARD] BOARD SIDING ROOF VENT5 A5 REQ. ❑ ❑ ❑ ❑ HARDI BOARD — SIDING OPTIONAL TRANZOM O" OLA55 AT OPTIONAL VAULT SHOWN W/ OPT. 5GREEN PORCH & OPT. DECK PORCH REAR ELEVAT ION A 1/8"0-011 JJJJJ ��JJJJ —IJJJJJ 12/12 10/12 JJJ—JJ JJJ�1—JJ JJJJJ J�J�JJ—J JJJJJJ �JJJJ JJJJ�J JJJJ� J�JJJJ J�JJJJ 2�•On 24" O.H. Wuu Bann `HARDI BOARD 5101N6 FOUNPAT IDN PLAN 56ALE 1/4"-I'-0" F.F. 1,310 50. FT. 5.F. 1,902 50. FT. TOT. 3,212 50. FT. 135MT. FIN. 1,169 50. FT. TOTAL 4,381 5Q. FT. 278 50. FT. (OPT. 5GREEN PORCH( 10" TRIM PLANTER BOX 36" HIGH RAILING W/ 4" MAX. OPNG. HARDI BOARD 5101NO 12 16 1100 uuuuuuui 01 0■©00ININNE si mFm— m==rm— -o" 121 2 2 6 � � 12 ❑ 13 ❑, ❑ Q Q HARDI BOARD SIDING 12 0.. 10 i 3i_gu I ; Y � i 12 EMOVE 1 I'•0° 8.75 5GREEN AT OPT. F.P. HARDI 130ARP 51DING 67A5 F� VENT RIGHT 1/8"44'ELEVAT ION A T 1,liDcc 614lia6e t'I L4N ('¢G� C ri�UJr /v. ov All �(1 /Dif T,oti�Si Z 0 cn Lu 0 06 0 Z Z a Z Q J C L fn - U =H z L La. � Z O: WC I- CL LJ :2 LJ O N M o4 O =- N Z: a< Q �[ DATE 6-9-03 REVISION! 8-25-0: 8-27-0' DRAWN E JJ COMM. N( 20327 SHEET Nl m u. 1 161-0" 7'4' 13'-0" 1 181'011 l 8'-0" 8'-0" 6'-0" 71-9" 61-011 F_ 3 — �gL- PATIO DOOR— J _ — STUDS \ \ \ \ TRTD 2-2x12 FL / TRTD 2-2x12 FL / TRTO 2.2x12 PC TRTD 5 1/4"x11 1/4 P.L. FLUSH / ---- _ -- --------- _------- _ 716" - I_� 3-1 / // n n o \ o v \ ' \I Iti 6x6 POST W/ 144GOL1 W4/^ woo IIII 30" 5ONATUBE lilt 1I 36"X36"X12° wr' IIII(TYPE CONIC. FTG - DCK2x6 5TU\ A V it114" OF 6" -- I I 44" OF B\ 3r 5 I /4 117 IIII Luo p W W 1 13 \ \ FA P.L. COL. W/. o IIII o> o 1 5TUD5 1 20"X81,LONG. FTG. x " II - 2x6 5TUD5 16 O.L. II11 a - w a I 42 x42 x18 N �0 1- \IIw \ \ rc CONL. FTG. W/ 4" NOF 6" POURED x man I 1 0 \ 4•'4 RE-13AR E.W. 44 OF 8 POURED r p W W 41-0" I u n IIII U- z K I I O \ \ 20 118 LONG. FT6. IIII o U- I H 1 W \ \ 11.011I ix 21,01, 11 l l a aD lilt - i i ILI � CARPET \ \ s -, ICAP2947-3W —Fit - 3 — OPT. ' REG ROOM �'° 3 L SET 0 8'_0" J L _ — I IZ 1111— SCREEN PORCH ABOVE II I I I II STUDS 111 i % 1 IB FLO 8-10 LLC. HGT. TRU55E 3 1/2" GONG. FLOOR ///,�� „ 2-9 I/2" ML _ 3 3 iiii-_ 1 19.2" 0. i Irk _ / Q` ii6 5TUD5 IIII � — 5TUO5 IIII o I I 1 II JN= / / q NIH I 5TUd5 2x6 5TUD5 E 16" O.G. �p / i STEP PLATE 5 1/4"x7" 1 IIII c / / 'i AT EXERCISE I I 4" OF 6" POURED �»� O1 I II P.L.COL. W/. IIII n 11 / / DOWN 1 -0 u u u 1111 I I 44 OF 8 POURED �, 42 x42 x18 I I " a �� IIII 20"x8" GONG. FTG. GONG. FTG. Wl I IIII 1 1 n N j 11 n 4-114 RE -BAR E.W. i IIS \ I\ i� 6-4 1-2 4-0 1 I-0 17-6 I TRTO51/4"x111/411P.L FLUSH / 15TUO5 I 9" RA15ED SNACK BAR 1 I " " I 16 OF b POURED I \ 11 9 \ -------------� I 1 I 20"x8" GONG. FTG. IL " > 1 1 W mi l- 51 I v 1 SUNKEN 96" OF 8" POURED I w Zi WI LCTU,3/.- HoR 0 EXERCISE r 20"x8"CONC. FTG. — I I I o W 8'-1011 LLC. HGT. I I V 1 rnI v WET BAR1 N CARPET m b I I C.T. m 1 I I 2x4 FURRING ^ 91'0" 22'-0" a I IC.T. d W/ R - II INSUL. 1 Imo' 11 11.31.41"2 cul I 11 4 3-11 7 8" 1 1 W4 1 5TUO5 " L FLI IF 0 !0- 1 2x6 57UO5 B Ib O.C. JCA " — 5TUD5 I6" OF 6" POURED OPTIONAL / r 4 391/ mL R u t \ n n MIRRORED --------�--- -- _ 5TUP51 _= rr-- 2_9 I/2 _ ? ' 4 20 118 GONG. FTG. WALL — 6'4" —7`Z -- 511 \ 5TUD5 21_lu J ��---------- o — Ol \ ----- — — — L— — — J 8"OF6"POURED 1 42 nx42 "1118 u 40" OF 8" POURED T _ _ — — — I LONG. FTG. W/ 16"XB" CONC. FTG. 1 26 1 1 1 1 4° — — 4-4 RE BAR E.W. I 41-811 21'7" 1 1 41- "1 1 v I o'n v I I I I I ON IL n I ' o I W 7 N Of m � 1 v 1 21,611 1 PROVIDE 2 5 i�4'rx' I/411 PL BEAM TO SUBFLOOR 141.2n 8" OF 6" POURED r I—I — I l0 I�, 2x6 5TUD5 E 16" O.G. 4211 OF 811 POURED 100" OF 10" POURED IN 1 21 GONC.FT6. I 4" OF 6" POURED M 1 a Q_1 OV 6 IN 20"118" GONG. FTG. MAO OPNG W8x10 STEEL MEGH 1 UNEXCAVATED UNFINISHED 6UE5T ROOM _BEAM _ -- - I N I I I oHI-151 - 1 o 13 5TUD5 CARPET 2 1 HI -EFF 40" OF 10" POURED 20"x8" CONC. FT6. F_ i L— RETAINING J GONG. FT6. W/ 10811 OF 10" POUREDWALL El 4-'4 RE -BAR E.W. A5 REQ. I 2011x81' GONG. FTG. — — — — — — — L---------- -- Y❑ r — — — — — ` — — — I n 4 — — N Y 21.0" 181.011 21.011 I r -------------- BEAM BE \ ----- — — — L— — — J 8"OF6"POURED 1 42 nx42 "1118 u 40" OF 8" POURED T _ _ — — — I LONG. FTG. W/ 16"XB" CONC. FTG. 1 26 1 1 1 1 4° — — 4-4 RE BAR E.W. I 41-811 21'7" 1 1 41- "1 1 v 4'-1( o'n v I I I I I ON IL n I AT EXERCISE o I W 7 N Of m W I O (L 1 8" OF 6" POURED r I—I — — 100" OF 10" POURED 2x6 5TUD5 9 16" O.G. 21 GONC.FT6. I 4" OF 6" POURED OV 6 2011x8" GONG. FTG, MAO OPNG W8x10 STEEL MEGH I UNEXCAVATED UNFINISHED _BEAM _ -- - I N I I I oHI-151 - -- 1 WH 2 1 HI -EFF 40" OF 10" POURED SUMP mQ POCKET I FUR: m m l~L I VJ dW v L ------ e, n. 1 9'-0 1/2" CCG. HOT. UJ (Lcc o� 1 W 1 STORAGE _a z vw 1 UNFINISHED t° pV on v ---------------------J — — — — — — — — — — ----------- STONE FADE (TYP) 12" OF 8 POURED U 100" OF 10" POURED 2011X811 GONG. FTG. 41.811 221-411 m tV N NOTES: I. WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44" MUST BE EQUIPPED WITH AN APPROVED LADDER. 2. 4" MAXIMUM OPENING IN ALL GUARDRAILS. 3. GUARDRAIL REQUIREO ON OPEN SIOEOF ANY STAIR MORE THAN 30" ABOVE FLOOR. 4. PROVIDE SMOKE OETECTOR5 IN EVERY BEDROOM AND THE CORRIDOR GIVING ACGE55 TO THE BEOROOM, ON EACH FLOOR INCLUDING THE BASEMENT. AND IN ANY ROOM THAT HA5 A CEILING HEIGHT MORE THAN 24" HIGHER THAN A CORRIDOR GIVING ACCE55 TO THE BEDROOMS. 5. NOTE ON ALL PLANS: x DBL 5TUD5 9 ALL WINDOW 8 PATIO DOOR HORS. 6 POINT LOA05 UNLE55 NOTED OTHERW15E ' PROVIDE SOLID BLOCKING B ALL SUPPORT BEAMS. MICROLAMS, 8 GIRDER TRUSSES TO SUPPORT BELOW ' FLOOR TRU55 MANUF. TO VERIFY FRAMING E REG. ROOM FOR WOOD FLOOR ABOVE E KITCHEN ' FLOOR TRU55 MANUF. TO VERIFY FRAMING BELOW ALL GRANITE TOPS ABOVE ' OPT. WIR58O HEAT ' 9' POURED WALLS W/ 51NGLE PLATE ' VER. ALL WINDOW, DOOR 8 G.O. HDR. HOTS ' FLOOR TRU55E5 TO BE L/480 FOUNPAT ION PLAN SCALE: 1/411=11-0" FIN. 1.169 50. FT U z z cD Lu 0 015 0 _z z az LL: Q 0 � C mcL v): U 2F Z ~ L Z O_ QW L NE Ld 0O N: O MO =U H 64 a< 0[ DATE 6-9-03 REVISION! 8-25-0° 8-27-0 DRAWN E JJ COMM. N( 20327 SHEET N( 2 3'•2° STEP FOUNDATION 1 AT EXERCISE 1 DOWN 0-011 1 8" OF 6" POURED 1 100" OF 10" POURED 21 GONC.FT6. I OPTIONAL STORAGE I UNEXCAVATED I N I I I I 8" OF 6" POURED 40" OF 10" POURED 20"x8" CONC. FT6. F_ i L— — — - /,1--42"x42"x18" GONG. FT6. W/ 4-'4 RE -BAR E.W. L— — — — — — — — — — — — Y❑ r — — — — — ` — — — I n 4 — — 21.0" 181.011 21.011 12'-10" 221-4" 68'-6" m tV N NOTES: I. WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44" MUST BE EQUIPPED WITH AN APPROVED LADDER. 2. 4" MAXIMUM OPENING IN ALL GUARDRAILS. 3. GUARDRAIL REQUIREO ON OPEN SIOEOF ANY STAIR MORE THAN 30" ABOVE FLOOR. 4. PROVIDE SMOKE OETECTOR5 IN EVERY BEDROOM AND THE CORRIDOR GIVING ACGE55 TO THE BEOROOM, ON EACH FLOOR INCLUDING THE BASEMENT. AND IN ANY ROOM THAT HA5 A CEILING HEIGHT MORE THAN 24" HIGHER THAN A CORRIDOR GIVING ACCE55 TO THE BEDROOMS. 5. NOTE ON ALL PLANS: x DBL 5TUD5 9 ALL WINDOW 8 PATIO DOOR HORS. 6 POINT LOA05 UNLE55 NOTED OTHERW15E ' PROVIDE SOLID BLOCKING B ALL SUPPORT BEAMS. MICROLAMS, 8 GIRDER TRUSSES TO SUPPORT BELOW ' FLOOR TRU55 MANUF. TO VERIFY FRAMING E REG. ROOM FOR WOOD FLOOR ABOVE E KITCHEN ' FLOOR TRU55 MANUF. TO VERIFY FRAMING BELOW ALL GRANITE TOPS ABOVE ' OPT. WIR58O HEAT ' 9' POURED WALLS W/ 51NGLE PLATE ' VER. ALL WINDOW, DOOR 8 G.O. HDR. HOTS ' FLOOR TRU55E5 TO BE L/480 FOUNPAT ION PLAN SCALE: 1/411=11-0" FIN. 1.169 50. FT U z z cD Lu 0 015 0 _z z az LL: Q 0 � C mcL v): U 2F Z ~ L Z O_ QW L NE Ld 0O N: O MO =U H 64 a< 0[ DATE 6-9-03 REVISION! 8-25-0° 8-27-0 DRAWN E JJ COMM. N( 20327 SHEET N( 2 I I 0 ti 54'-0" 16'•0• 71-0" 1114„ 71-01' 1314" 5'"011 61.011 51.011 61'0' 51.311 51.911 61.011 13'-0116 3 -II 7/6" ML OR PROVIDE TRTD " 36 PECK 32°x32° STONE SOLID BLKING CANT ABOVE BA5E W/ 24"x24° TO STEEL 2 2x10 --------- ------------ - TAPER TO IB xla K III -oil 5TRUGT COL, 6X6 P05T 5 1/411x5 1/4" ICAP4939 o = m 3 (TYPICAL) SCREEN PANELS P.L. COL. 5TUD5 5TUD5 RAILING RAILING 3-14' CONT. OR RAILING - ------ ---- W/ RAILING 50F -- - ---- IT III ---- ------ SOFFIT - l0 2-11 7/8" ML DR CONT. I I I-I---L -- - - - - - - -------H'1-- - - - - ------ --------�' ---- I- D GRANITE I I I�zzzzz __ C3 JIII IN �q� 1 1 DW Y REF to 1 I I a 3 21 61' m U� I m_ 111 w (4) 5TUD5 1 " w III =,c =:w v A. CP, i/ UA MONO GIRDER I I opo o"' Nill �_ z�� O \0,�, �--PROVIDE TRU55 -� ,� _-- - I u nl x vi of O III 3E (r:::) r ,hh4,(•}c i BEARING LEG 7-0 36 x72 x Fw_ � " III r v / FOR TRU55E5 w� N I x 1 - ISLANDi o �o� Q PANTRY p 2A' m� °` III w 3Q TH15 WALL :Zr I ~ ��-11 wo z z 1^ GRANIT 2 may' 1ii0PT. PE K �� F i Q i ill d— o 0 OL r MONO 1 __ a1\�'__?Q =p�H II PORCH i V I O I II ZGN U N O ENERGY HEEL I I K ITGHEN J�� III 3 OPTIONAL I III "-1 � "' _ TRUSSES 3Q III ICAP3771T 3W 5TUD5 I Q I ,J 1 3 r 24" oc I ZERO CLEARANCE �- 11 1'-6 '-8' -Zw-----n-=8'-=-21=' =�II1 II o_SAOWRFOCFOHIDT . _ W.B. .EXEROR 3-18„ ML FIREPLACE L_1I �-• -- 51/4"x51/4" OPT, SCREEN PORCH 3 O PL COL 5T -- - -C 7 2-9 1/2” ML FL x 6 A515 5 18" GANT� a� CARTS 7'6" 4-4ABOVE 148- 11II - o '� I I WIOx58 FL "= ti I STEEL BEAM I LL LL I I W/ 2x10 TRTD I 3 SCREEN PANEL5 ON 5•0 '" HIGH WALL 61-011 11 1 1 0 I _ PLATE O I =V 5TUD5 3-14" ML OR DONT. 6x6 WOOD o a I— w I I I w l _ o LOvQ P05T (TYP) m 1811 FLOOR I I I I OIN INCWOOD� w I o I SUNKEN c wr TRU55E5 1 1 „ �'_ ' GREATROOM =Z _ 11 I I 3-9 1/2ML OR a OI I 1 1' x 0 > w10'-1" _ < N 19.2" O.G I I I PROVIDE TRTD - 131 0 I GLC. to 1-- o� v 1 i 1 21 CARPET O BIKING TO STEEL u I 1 nl 1 1' - 1- I IL J 2'•4" 221_0" 4'-31 5 3 31-7m m_1 I ? . • 1 1 1 I 1, ' I m 1 8"X811 5TRUGT. V " 21.211 S 1/4 x5 I/4 1 1 1 1 5 1/4 x5 I/4 I I „ „ �,O U '7 9 O OPT. P.L. La. I I I P.L. La. COL. W/ 12 x12 )j I'c I I 1 11-Ou CAP & BA5E (TYP) of o Z 3'x4' 1 9�'y I.8 N - o m LONG. s�-�- 2-9 1/2 ML FL \ 2.9 1/2" ML FL �� ° �_ r i; PAD t x I------- 3=== \ `•1 _ 2-2x10 I I GIRDER�1� _ ` ` _ FLOOR C-- - --- - 5TUD5 :r ``\� " 7141 a1 I 21-71110 7.6 31-611H N 2 I I TRU55 3 DOOK5 BOOK5 p2 I I 5TUD5 II ?,Q RAIL I_ I Q x ROOM IN ATTIC 1 ti IB FLOOR I I 2 2-xxl F I TRU55E5 1 TRU55E5 I I FIXED GIRDER ��.I DROP PLATE H 192"OC 11 �� 12LT FLOOR TRU55 I I 0 HGT0-0"II 1 OGKERS 1 1 51/4" l" I ,. � I I 11 5 1 /4 xi I 24 O.G I v Z' I I p p ® j l t o -6" 4'-6° v 1141.811 __ 61-8" I I P.L. COL. I I 3" �I I �� = 2Q 1 I I I ROOM -IN -ATTIC GIRDER _ _ _ _ _ _ _ _ _ I _ _ _ :aa K1I �� s I C N .RAL II __ L I_ G-===____ _______________________--III P.L. COL. 4 w 30 0l _ 2Q T IN ER a _ NIII 5TRINGER o m I ABOVE 5/8" TYPE "X" GYP. 80. uUl \ LL 111 J (L r w To - - !t -� 0 011 MONO O( I I tL I 0 1 x I I ON ALL WALLS & GLC. _ in w1 1 12LT o+! r `h XIII N I + COMMON TO LIVING AREA �0 2111 ENERGY HEEL Q 011 �Y 2Q 3 NIII I x NIII TRU55E5 V �I 5TU - NIII 3 -II 7/811 ML N cvlll 1�� FIXED T II 24 O.G oII CARPET �WOOD� _ _�_______________ __� ROOM -IN -ATTIC GIRDER ------------------ -- -------- ---------- ------------- z- 11 a -z I -e I•o -------- ---------------------------------- 3 1/2"x3 1/211 3 1' n n -------------------------- -------- 57U05 I I t-8 3-10 5-8 SLOPED P.L. COL. I I I =~ I 2B 2$ x CEILING I I I u 24 I I FULLVIEW 1 - 3Q 8Q1 a �L 1 ?D ETR N IHR. DR. o -h WI2x53 DR 1 I -6 I 1 •6 I 24 o �j 3W000� C. W/ CL05ER = I 5TEEL BEAM I GARAGE 1 „ 3Q W/ 2x10 TRTD I 4" GONG. FLOOR sruvs STUD 2¢ 2Q 6T(WD5 I j j PLATE 1 W/ FIBERME5H 1 917 1 ML 2 2x10 24 E I T I „ III I GJ ARCH 51 m ----- I I 1 I 1011 III 21_11' iii 2'• /4'/0',, ,ii 31-1011 II' 111 J 2 m 1 1 I I I Ul /ABOVE Iw _ u m 9x8 O.H. GARAGE DOOR 1 „ 1 iii J - ,ii U) PORCH IIID WOOD Qo v I II I I I 2 -II 7/8 ML OR 111 �" ' II w I o t- v 1„ I £ n� i „ 1- — I I AT ATTIC III ;;, _III a 'I `nj O 111 LONG. TOPPING III= HR— ( — TRU55 CANT 16" III "' x II "' o = " W/ RUBBER/ 11 �_ O „ o „ I 16x8 O.H. GARAGE DOOR 1 x MEMBRANE 11 STUDS -8 N _� V I I I I I O III "' 11 iii N n III p W Z Ill___" _ __dLL __ "' ___ iii-1_J_—L—_ _ '� Z> -UT O I 1 I _ tiG=----_ _ - ---- �_= 3 DROP PLATE a---- - -H--== ICA2539 - HGT 1.0 11 ;; 61ROER �l 1 „ I5TUD5 STUD = w� _ �ROOM -IN .II ROOM IN ATTIG� ;; a 2-11 7/8,ML r zr I I 1 I ;;; iii TRU55E5 1 ;; 2'•I° I 2'-4° 5" - o w 1 ROOM -IN -ATTIC 1 ,11 ATTIC TR5 ,,, ? N 2& 1 TREATE� 1 TRU155E5 1 2-9 I/2" ML III - r FL CANT 8" 0 j 1 5TONE III FACE N BARRE III VAULT 11-5° Z'•2" I'-5' TYP 61.6" 24 O.0 1 a 3 3 5 I/4 x7 1 24 O.G 1 I P.L. COL. f 5TU05 2-9 1/2" ML 5TU I I -2-11 7/811 ML OR AT ATTIC LOW - 1 j TRU55 CANT 16" STONE 2-9 1/2�� ML 8"TYP 1;; ;;; VENEER I I CANT III BARREL ;;; r r 2-9 I/2° ML I� -------------------------- I' VAULT III'" ¢ FL CANT B" II r 1 ------------------ ------------------ I MONO GIRDER 1 I' o v UNDER ATTIC TRU55 (TYP} 5'-011 61 p1' yl_ N ` RA15E PORCH PLATE HOT. 8 3/4" 111.0" 31.8" 11.11" 91•1" 71.7" 51.311 211.211 I I'-0° 12'-1 Oil PATIO 24"x24" 5TONE BA5E---=_- - Y--9 1/2" ML-______ - 16" X16" HARDI 5TRUGT. COL. W/ HARDI TRIM (TYP. ) M, m NOTES: I. WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44' MU57 BE EQUIPPED WITH AN 0 APPROVED LAODER. 2. 4' MAXIMUM OPENING IN ALL GUARDRAILS. 3. GUARDRAIL REQUIRED ON OPEN 51DEOF ANY 5TAIR MORE THAN 30' ABOVE FLOOR. 4. PROVIDE SMOKE DETECTORS IN EVERY BEDROOM AND THE CORRIDOR GIVING ACCE55 TO THE BEDROOM, ON EACH FLOOR INCLUDING TIE 3A5EMENT, AND IN ANY ROOM THAT HAS A CEILING MIGHT MORE THAN 24" HIGHER THAN A CORRIDOR GIVING ACCESS TO THE BEOROOM5. 5. NOTE ON ALL PLANS ' DBL STUDS 0 ALL WINDOW & PATIO DOOR HORS. & POINT LOA05 UNLESS NOTED OTHERWISE. ' PROVIDE 50L 10 BLOCKING PALL SUPPORT BEAMS. MICROLAM5. & GIRDER TRU55E5 TO SUPPORT BELOW N m I ' WRAP WINDOW5 W/ TYVEK FROM INSIDE TO OUT ' MARVIN INTEGRITY WINDOW5 VER. ALL WINDOW. DOOR & G.O. HDR. H6T5 ' 9'-1 1/8" GLC. NGT. ' FLOOR TRU55E5 TO BE L/480 ' 56T WINDOW5 B 8-0 TH15 LEVEL FIRST FLOOR PLAN 5CALE 1/4"=1'-0" F.F. 1,310 50, FT. 278 50. FT. (SCREEN PORCH) U z z 0 ♦ v) w 0 ad 0 z z z LL:Q 0 � C V L w: L; 2f Z r L Z 0: Q W L w W C] m LJ O N' = p: < O MO =U 64 H z): a< 0[ DATE 6-9-03 REVISION! 8-25-0" 8-27-0 ww COMM. N( 20327 SHEET N( 3 c Y NOTES: I WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44" MUST BE EQUIPPED WITH AN APPROVED CAPPER. 2. 4" MAXIMUM OPENING IN ALL 6UARORAIL5. 3. WARORAIL REQUIRED ON OPEN SIOEOF ANY STAIR MORE THAN 30" ABOVE FLOOR. 4, PROVIDE SMOKE PETECTOR5 IN EVERY BEDROOM AND THE CORRIDOR 6IVM16 ACCESS TO THE OEOROOM, ON EACH FLOOR INCLUDING THE BASEMENT, AND IN ANY ROOM THAT HAS A CEILING HEIGHT MORE THAN 24" H16HER THAN A CORRIDOR GIVING ACCE55 TO THE BEDROOMS. 5. NOTE ON ALL PLANS DBL 5TV05 i ALL WINDOW d PATIO DOOR HORS. 6 POINT LOA05 UNLE55 NOTED OTHERWISE. PROVIOE 50LIP BLOCKING 0 ALL SUPPORT BEAMS. MICROLAMS, 6 GIRDER TRUSSES TO SUPPORT BELOW SEQNO FLOOR PLAN SCALE: 1/4'4-0" 1,902 50. FT CU z z 0 U) LU 0 L N = U I Z I' L L.( z O - Q LLI a (n H � s L61 0 :2 W O N 0 �G O ~ N a< Z_ DATE 6-9-03 REVISION! -8-25-0- 8-27-01 DRAWN E JJ COMM. N< 20327 SHEET N[ 21-6" ROOM -IN -ATTIC TRU55 61ROER 1'-6" BOX OUT 1'-2" r L --- 11.011 N I I I- WALL BEYOND I I AT LAUNDRY I I 1 11-011111.611 I I I 1 I I I/2x10 J5T5 9 16" O.C. 41 16" CANT I I / MIN. R-30 INSUL. 12" OF 8 POURED 100" OF 10" POURED 20"X8" CONC. FTG. DRAIN TILE 5/8" GYP. BD. W/ V.B. TREATED SOLID BLKING BEYOND 18" FLOOR TRU55E5 E 19.2" O.C. 1/2" GYP. BD. 108" OF 10" POURED 20"X8" CONC. FT6. DUAL PITCH BOBBED GIRDER TRU55 5/8" GYP. BD. W/ V.B. WI0x58 FL STEEL BEAM W/ 2x10 TRTD PLATE BEYOND —3-9 1/2" ML OR SOFFIT 2x6 5TUD5 B 16" O.C. 16" OF 6" POURED 20"x8" GONG. FT6. EXTENDED LE6 GIRDER TRU55 TRUSSES E' 24" O.G. OPTIONAL-- ---�� BEYONP-- I 3/4" T&6 PLYWOOD SUBFLOOR -1 f 18" FLOOR TRU55E5 B 19.2" O.G. 3 1/2" CONC. FLOOR W/ POLY UNDER 6R055 5156TIDN iiGii 5CALE! 1/4"=1'-0" 3/4" T&6 PLYWOOD 5UBFLOOR SOFFIT ----- --� TRTD 2x12 515TERED TO FLOOR TRU55E5 BEYOND R-10 INSUL. I I I I I I BOX OUT GS�E1 IN5UL. RIM 4" OF 6" POURED 44" OF 8" POURED 20"x8" CONC. FTG. 12 8.75 4 MIL POLY VAPOR 1/2" GYP BOARD 3/4" T&6 PLYWOOD GLUED & NAILED 2x6 FLOOR TRU55 PER PLAN 1/7" GYP BOARD 4 MIL POLY VAPOR 1/2" GYP BOARD 6RO55 SECT ION ''Pll SCALE 1/4"=1'-0" EXTERIOR FIN15H PER PLAN SHEATHING PER PLAN 2X6 5TUD5 & 16" OG R-19 IN5UL AT IDN 1 1/2" FOIL BACKED RIGID INSULATION PLYWOOD SHEATHING 0 RIM IF 51DING 15 U5ED 4 MIL POLY VAPOR 1/2" GYP BOARD 3/4" TBG PLYWOOD . GLUED & NAILED FLOOR TRU55 PER PLAN 1 1/2" FOIL BACKED - RIGID INSULATION 5UBFL00R TO PLATE 1/2" GYP BOARD 2x6 4 MIL POLY VAPOR 1/2" 6YP BOARD - EXTERIOR FIN15H PER PLAN 5HEATHIN6 PER PLAN 2X6 5TUD5 B 16" OC R-19 INSULATION 5/4" DECKING J575 PER PLAN 7ECK RIM 8" BOLT (VERIFY) PLYWOOD SHEATHING 8 RIM IF 51DIN6 15 U5E0 RIM DETAIL @ DECK L N- U =F Z ~ L l C z O 1 a WC -1 (n F a < La UJ O N• O O =G NF Z): a< z_ DATE: 6-9-03 REVISION! 8-25-0' 8-27-0` DRAWN E JJ COMM. N( 20327 SHEET N( '-- ---------------- LINE OF 2-11 7/8" ML OR 0 ATTIC TRU55 BEYOND CANT 16" BEYOND 1 L- ------- - -- �_�--� BARREL/ 2'9 1/2" ML 31-711 FL CANT 8" VAULT BEYOND MONO TRU55E5 BEYOND 16" X16" HARDI 5TRUCT.COL. W/ HARDI TRIM BEYOND LONG. TOPPING W/ RUBBER MEMBRANE STONE 8" PRECAST CONC PLANK FACE 12" OF 8 POURED 100" OF 10" POURED 20"X8" CONC. FTG. DRAIN TILE 5/8" GYP. BD. W/ V.B. TREATED SOLID BLKING BEYOND 18" FLOOR TRU55E5 E 19.2" O.C. 1/2" GYP. BD. 108" OF 10" POURED 20"X8" CONC. FT6. DUAL PITCH BOBBED GIRDER TRU55 5/8" GYP. BD. W/ V.B. WI0x58 FL STEEL BEAM W/ 2x10 TRTD PLATE BEYOND —3-9 1/2" ML OR SOFFIT 2x6 5TUD5 B 16" O.C. 16" OF 6" POURED 20"x8" GONG. FT6. EXTENDED LE6 GIRDER TRU55 TRUSSES E' 24" O.G. OPTIONAL-- ---�� BEYONP-- I 3/4" T&6 PLYWOOD SUBFLOOR -1 f 18" FLOOR TRU55E5 B 19.2" O.G. 3 1/2" CONC. FLOOR W/ POLY UNDER 6R055 5156TIDN iiGii 5CALE! 1/4"=1'-0" 3/4" T&6 PLYWOOD 5UBFLOOR SOFFIT ----- --� TRTD 2x12 515TERED TO FLOOR TRU55E5 BEYOND R-10 INSUL. I I I I I I BOX OUT GS�E1 IN5UL. RIM 4" OF 6" POURED 44" OF 8" POURED 20"x8" CONC. FTG. 12 8.75 4 MIL POLY VAPOR 1/2" GYP BOARD 3/4" T&6 PLYWOOD GLUED & NAILED 2x6 FLOOR TRU55 PER PLAN 1/7" GYP BOARD 4 MIL POLY VAPOR 1/2" GYP BOARD 6RO55 SECT ION ''Pll SCALE 1/4"=1'-0" EXTERIOR FIN15H PER PLAN SHEATHING PER PLAN 2X6 5TUD5 & 16" OG R-19 IN5UL AT IDN 1 1/2" FOIL BACKED RIGID INSULATION PLYWOOD SHEATHING 0 RIM IF 51DING 15 U5ED 4 MIL POLY VAPOR 1/2" GYP BOARD 3/4" TBG PLYWOOD . GLUED & NAILED FLOOR TRU55 PER PLAN 1 1/2" FOIL BACKED - RIGID INSULATION 5UBFL00R TO PLATE 1/2" GYP BOARD 2x6 4 MIL POLY VAPOR 1/2" 6YP BOARD - EXTERIOR FIN15H PER PLAN 5HEATHIN6 PER PLAN 2X6 5TUD5 B 16" OC R-19 INSULATION 5/4" DECKING J575 PER PLAN 7ECK RIM 8" BOLT (VERIFY) PLYWOOD SHEATHING 8 RIM IF 51DIN6 15 U5E0 RIM DETAIL @ DECK L N- U =F Z ~ L l C z O 1 a WC -1 (n F a < La UJ O N• O O =G NF Z): a< z_ DATE: 6-9-03 REVISION! 8-25-0' 8-27-0` DRAWN E JJ COMM. N( 20327 SHEET N( I'-6" 12 12 �12 11212 12 �6 VINYL HORIZ. 51DIN6 0 LEFT ELEVATION SCALE 1/8"=1'-0" �I I m \.Q N �ti m 8n 6" BRACKET DETAIL 8 RIDGE SCALE 1/4"=1'-0" 'wow m m 6" 6" BRACKET DETAIL SCALE 1/4"4-0" I'-6" 2141 4" MIRATEL 8" CORNER m� BOAR05 4�� PLANTER BRACKET DETAIL SCALE:I /2" = I'-0" 0 O O O VINYL HORIZ.5IDING ROOF VENTS A5 REQ. C3 C3 O E3 12 112 VINYL HORIZ. SIDING GA5 F.P. VENT REAR EL EVAT ION SCALE: 1/8"W-011 —IJ_JJ-J 12 ��J�JJJ JJ.JJ_JJ J�J�JJ J�J-J-.J J.—IJ-J�_J �IJJJJJ 12 I CEDAR BRACKETS J J J J J �JJJJJ JJJ�JJ JJ��_IJ J—JJ_JJ I E ■I■I1 I I =4 1'-6" j`ti 42" O.H. I I I I I J J J J J J J�.JJJJ �JJJJJ JJJ�JJ J�_J�JJ I I I —1-1 1 MIRATEC JIJ___JJ.J FRIEZE J��J�J BOARDS La 36" O.H.1� ,_6" JJ�_JJ ■.■ _ �� uEllin LOW STONE VENEER y�` 8" WIPE 10" DEEP CEDAR BEAM o 711 B" WIDE 10" DEEP n CEDAR BEAM it W000 LAP 12"xl2" woov COL. 1' 4" TRELLI5 DETAIL SCALE 1/4"=I'-0" MIRATEC PANEL FRONT ELEVATION STONE SILL SCALE: 1/4"4-0" FF. 1,403 50. FT. S.F. 1,240 50. FT. TOTAL 2.643 50. FT. FUT. 85MT. 1.010 50. F.T. 426 50. FT. (BONU5 ROOM) JJ�J � J JJJJ_J JJJ�1J� �JJJ.JJJ JJJ�JJ 3'-0" 0 12 12 RIGHT ELEVATION SCALE: 1113"4-011 21,611 HARDI BOARD 51DIN6 AL H DECK iW/4" ING. CITY OF CHANHASSEN RECEIVED NOV 1 7 2004 CHANHASSEN PLANNING DEPT W VI 2 U 2~ Z_ H L,O V) Z Oz l'- 5 WOb IL V)�a Za WJ F 002 oW N 2 EQr M O a O 2(NO O 1, U N 0Z Z J In © ::) a DATE 2-25-03 REVISIONS: 3-13-03 3-27-03 3-28-03 DRAWN BY: JJ COMM N0. 203124 SHEET NO 131-611 10°x1211 SOFFIT B"x8" COL. FLAT PANEL BI'xB" COL GAP WOOD GAF c I T 10"x1011 BA5E " 10" WIDE DA5E COLUMN DETAIL 5CALE 1/4"44' FIREPLACE PET IL SCALE 1/4"=11-0" NOTE5. ANTEL TONE SURROUND ER IFY I. WINDOW WELLS WITH A VERTICAL OEPTN OF MORE THAN 44" MUST BE EQUIPPEO WITH AN APPROVED LADDER. 2. 4" MAXIMUM OPENING IN ALL GUARDRAILS. 3. GUARORAL REOVIREO ON OPEN SIOEOF ANY STAIR MORE THAN 30" ABOVE FLOOR. 4. PROVIDE SMOKE PETECTOR5 IN EVERY BEOROOM AND THE CORRIOOR GIVING ACCESS TO THE BEDROOM. ON EACH FLOOR INCLUOIND THE BASEMENT. AND IN ANY ROOM THAT HA5 A CEILING HEIGHT MORE THAN 24- HIGHER THAN A CORRIDOR GIVING ACCE55 TO THE BEOROOM5. 5. NOTE ON ALL PLANS: VOL 5TUP5 B ALL WINDOW 6 PATIO POOR HORS. 8 POINT LOA05 UNLESS NOTED OTHERWISE, PROVIPE 50LIP OLOCKINO B ALL SUPPORT BEAMS. MICROLAM5. 6 GIRDER TRU55E5 TO SUPPORT BELOW DINING DETAIL 5CALE: 1 /4"= I'-0" " MARVIN INTEGRITY WIND0W5 WINDOW HORS SET B 81 THIS LEVEL (UNLE55 NOTED OTHERWISE) " VER. ALL WINDOW, DOOR & C.O. HDR. HGT5 4 91-1 1/8" CLO. HGT. (UNLE55 NOTED OTHERWISE( FIRST FLOOR PLAN 5CALE 1/4"-1'-0" 1,403 50. FT. W 2 V 0 0 o0 o0 m w m z0 wo _otm �r Z�N� Qa r° m LL: J o o a n w V) 2 (37, Z �- L, w0 V) OZ Q w20 J Q a �a J r w op= O N' = Q: Q r Mo xN0 O ~ p N ':3Z Z J V. Q :m) d 73 DATE 2-25-03 REVISIONS: 3-13-03 3-27-03 3-26-03 DRAWN BY: JJ COMM. NO. 203124 SHEET NO. 3 8" WIDE 3'-6" ILE PROVIDE 5OL10 BLOCKING AT ALL SUPPORT BEAM5 TO POINT LOAD5 OFFSET GIRDER TRUSS 2x6 HANDFRAMING AT 16" O.C. l-� VENT BOOF I4. -20e 550 SOFFIT L R-44 IN5UL GIRDER FLOOR TRU55 GYP. BD. V.B. To GIRDER FLOOR TRU55 STAIRWAY NOTES, STAIRWAY HEADROOM TO BE 0-8" MIN. HANDRAIL HEIGHT TO BE CONT. 34" TO 38" ABOVE N051NG, MAX. OPENING OF 4" c 3 -2x10 STRINGERS 10"TREADS 2X6 TREATED PLATE 1/2" AB. 0 32` O.C. W/ 51LL 5EALER 2x4 FURRING W/ R-11 IN5UL. \ DRAIN TILE A5 REG. FOUNDATION WALL DAMP PROOFING 8" OF 6" POURER 100" OF 10" POURED 20"X8" LONG. FTG. 3/4" T&G PLYWOOD 5UBFLOOR � 18" FLOOR TRU55E5 E 19.2" O.C. 2x6 5TU95 8 16" O.C. _ 4" OF 6" POURED 204" CONC. FTG. m ROOF 25 YR 5HINGLE5 151 FELT OXBOARO 5HEATHIN6 ROOF TRU55E5 8 24" O.C. (BY MFG) VAPOR BARRIER 5/8" 5HEETROCK 12 �12 3/4" T&G PLYWOOD 5UBFLOOR � 18" FLOOR TRUSSES & 19.2" O.C. 1/2" GYP. BD. II 7/BI' Ti 115 B 16" O.C. 6RO55 SEDT ION "All SCALE 1/4"4-0" 1/21, GYP. BD. 3 1/2" CONC. FLOOR U ICE 5HIELO OR EQUAL TO 24" IN51PE WALL VENT BAFFLES AT 24" O.C. 1'-6" ALUM. FASCIA ALUM. SOFFIT W/ VENTS "F" TRIM IN5UL. RIM (TYP) EXTERIOR WALL 51DING (SEE ELEV) GILT -RITE SHEATHING 2X6 5TU95 0 16" O.C. R-19 INSULATION VAPOR BARRIER 1/2" 5HEETROCK 2X6 TREATED PLATE 1/2" A.B. 0 32" O.C. W/ SILL SEALER 42" OF 8" POURED 20"4" CONC. FTG. ROOF 25 YR SHINGLES 15' FELT OXBOARO 5HEATHIN6 _ ,• � DRAIN l ILE AS Rt U. 6R05S SEDT ION '11311 SCALE: 1 /4"= I'- O" YP) VALL ELEV) MEATHING B 16" O.C. ,TION R IER ROCK `D PLATE 32" O.C. .ALER UREO FTG. �R I-, w In x U 2~ Z H w0 z OZF Q Li c) V)FQ d �Q w CO= O Nj0 M O d 0 =V)O O H U N Z ZJN D IL DATE 2-25-03 REVISIONS: 3-13-03 3-27-03 3-25-03 VMAYVIV MT: JJ COMM. NO. ?ni174 SHEET NO. 5 i i i i i ^III iii j III OFF5ET jl GIRDER TRU55 i� 1 IIS BEYOND ii_ I Ilr- ----- // II ��---------� W --- }III 60 I I I = I I - I I � II m II I I � I I 3/4" T&G PLYWOOD v Li -1 1SUBFLOOR -1 m I I8" FLOOR TRU55E5 2 19.2" 0 OPT. 50FFIT 2-9 1/2" ML Fl- mo L 3/4" T&G PLYWOOD 5UBFLOOR � 16" FLOOR TRUSSES @ 19.2" O.G. STAIRWAY NOTES; STAIRWAY HEADROOM TO BE 6'-8" MIN. HANDRAIL HEIGHT TO BE CONT. 34" TO 38" ABOVE NOSING, MAX. OPENING OF 4" 3-2x10 STRINGERS 108" OF 6" POURED 20"X8" CONC. FTG. m 3 1/2" GONG. FLOOR GIRDER TRU55' 6RO55 5EGTION 11611 SCALE; 1/4"=I'-0" HIP5ET GIRDER TRU55 r i U � n BEYOND \ .� AT 5TAIR5 I � I � SHEATHING W/ GLIP5 FI" AIR 5PAGE F rI" SPACER ROOM- IN -ATT IG I" RIGID IN5UL I )1/4— EXTENDER VAPOR BARRIER— R•30 FIBER BAT INSUL. DETAIL @ RAFTER SCALE 00-0" 2x6 HANOFRAMING AT 16" O.G. m L__J U O 5HEATHING W/ GLIP5 FI" AIR SPACE F rl" 5PAGER I" RIGID INSUL II 7/8" TJI'5 0 16" O.G. 5/8" GYP. BD. W/ J VAPOR BARRIER R-30 FIBER BAT IN5UL. DETAIL @ RAFTER SCALE! 0 1'4" PROVIDE EXTENDERS / 4 MIL POLY VAPOR EXTERIOR FIN15H PER PLAN FOR MIN R-30 INSUL. / 3 -II 7/8 1 j ------ " I/Z GYP BOARD SHEATHING PER PLAN ML FL I r ------GIRDER 2X6 STUDS B 16" Or- GR-19 I ~ I L____-_ FLOOR 5/8" TYPE "X" GYP. BD. =� II TRU55 Ir------ GLUED &NAILED v PLYWOOD SHEATHING IL------- II 8 RIM IF 51PINO 15 U5ED LPI PER PLAN -----41 IIn\\ 1 1/2" FOIL BALKED 1/2" GYP BOARDid RIGID INSULATION N -ATTIC TRU55E5 P 24" Or,\ -----41 II II II IL____—_ II -----_ I I o FOUNDATION WALL _ DAMP PROOFING I I 24" OF 6" POURED - - - - - - - I 84" OF 10" POURED ------ II 20"XS" CONC. FTG. L__J U O 5HEATHING W/ GLIP5 FI" AIR SPACE F rl" 5PAGER I" RIGID INSUL II 7/8" TJI'5 0 16" O.G. 5/8" GYP. BD. W/ J VAPOR BARRIER R-30 FIBER BAT IN5UL. DETAIL @ RAFTER SCALE! 0 1'4" PROVIDE EXTENDERS / 4 MIL POLY VAPOR EXTERIOR FIN15H PER PLAN FOR MIN R-30 INSUL. / " I/Z GYP BOARD SHEATHING PER PLAN 2X6 STUDS B 16" Or- GR-19 R-19INSULATION =� 3/4" T&G PLYWOOD GLUED &NAILED v PLYWOOD SHEATHING 8 RIM IF 51PINO 15 U5ED LPI PER PLAN IIn\\ 1 1/2" FOIL BALKED 1/2" GYP BOARDid RIGID INSULATION N -ATTIC TRU55E5 P 24" Or,\ MIN R-30 INSUL. 4" GONG. FLOOR rm 8" OF 6" POURED 40" OF 10" POURED 20"X6" GONG. FTG. 4 MIL POLY VAPOR 1/2" GYP BOARD RIM DETAIL 4 MIL POLY VAPOR I/Z" GYP BOARD 3/4" T&G PLYWOOD \ GLUED & NAILED 1 Zx6 FLOOR TRU55 PER PLAN 1 /2" GYP BOARD 4 MIL POLY VAPOR 1/2" GYP BOARD - EXTERIOR FINISH PER PLAN SHEATHING PER PLAN 2X6 STUDS B 16" OG R-19 INSULATION 1 1/2" FOIL BACKED RIGID INSULATION PLYWOOD SHEATHING 8 RIM IF SIDING 15 U5ED RIM DETAIL U� o a m Z� o _ a o m W 0 w Vn 2 U 2~ Z H L�O V) O Z Z Q LLI O U J V) Q CIL =a w pO2 O w�2 N 2 �Qr MO d p 2N0 O F U N z Z _j 0 ::)dZ) DATE 2-25-03 REVISIONS: 3-13-03 3-27-03 3-28-03 COMM. NO. on�I?A SHLEE:I JNO. V P ------ 2ND FLOOR CEILING 12 6 2ND FLOOR LINE 15T FLOOR CEILING - I5T FLOOR -LINE __-__----____ GE IL INC 55MT FLOOR L INE -3/12 r 42FA 4Am JJJJJ JJJJ _1 _J�JJJJ� CJs JJ�J JJJ�J JJ�JJJ 12 1 1 1 1 1—I 12-J1-J1J 1 JJJJ� 9/12 6.5/12 4/12 It 5HAKE5 10" RAKE TR (TYP. ) 24°X24° TAPERED TO 18"XIB" HAROI COLUMN ON 30"X30° MANUF. STONE BA5E (TYP.) 10" TRIM JJJ_IJJJ JJJ�J 2 FGHD7-I-04 PCHD 5-5-04 a ocl m W 2 � N � <L 2 z DRAWN BY: JR d C-) U H O Q W Z U r V Ual J� m .J °m r Z� n w z x Na o J 4 Wm 0 z Wo V 000 w -m Zx-wo oto g �n �ZLL:J Qa r m J O v 0 0 a m a © j�0 5/12 CEDAR BRACKET (TYP.) HH ❑❑❑❑❑❑❑❑ E10EI-1 _ ❑❑❑❑❑❑❑❑ F-1 ❑❑❑❑❑❑❑❑ ❑❑❑❑ FRONT ELEVATION SCALE 1/4" = 1'-0" 1.411 50 FT FIRST 1.482 50 FT 5ECONO 2,893 50 FT TOTAL 1,029 50 FT FUT. FIN. 135MT FGHD7-I-04 PCHD 5-5-04 6-29-04 REVISIONS: H-19-04 DRAWN BY: JR COMM. NO, 204326 SHEET NO. I U� OD J 6 m Zz CR � v Z x F-1 E]❑ E2 El 13V J m 12 2 Q 12� ROOF VENTS A5 REOD. � 12 06z 2'-0° m o woo w- ❑ ❑ ® ®�® 0" � w �Qza 12 m o �6 J � L 6" TRIM (TYP) a o_ VINYL HORIZ SIDING li_Ou bn ML � i3Ou ®® ®eF FIF11 ck r 10" TRIM (TYP) p v J a Z J iU d 6X6 WOOD P05T 60XED w TO I8"XIB" (TYPICAL) °� w oox z W REAR ELEVATION z Quo SCALE: 1/8"=I'-0" o O a d N �-- t- � �a "SHOWN w/FUTURE DECK _ o F ]cc o Qat © D - IJ 12 ❑ ❑ ❑ ❑ ❑ 12 9 6" 9 6" '•6"11,611 12 VINYL HORIZ 5119ING i_ 0 n VINYL HORIZ SIDING 12 651 12 5 I Z � 6.5 5 17" TRIM F30 i u Ii.On 6" i 0" 36 HIGH RAIL 41-6" �� e 36" HIGH RAIL DATE: . -6 ALL OPN65. 6-29-04 LE55 THAN 4" ALL OPNGS. LESS THAN 4" REVISIONS: �IL5 F.P 8-19-04 VENT LEFT ELEVATION RIGHT ELEVATION SCALE I/8"=1'-0" SCALE: 1/8"=I'•0" DRAWN BY: JR COMM. NO. 204326 SHEET NO. 2 FOUNPAT ION PLAN SCALE: 1/04.0" 1,029 50 FT FUT. FIN. 135MT MARVIN INTEGRITY WINPOW5 9-0 POURED FOUNDATION W/ 51NGLE PLATE VERIFY ALL DOOR, WPW. & CO HPR HT5 TJI 5UPPLIER TO VERIFY FRAMING BELOW GRANITE COUNTER5 ABOVE 1961 � Z U 000 00 00 w — W Zw—�O �O 00 Z�N�, QEto Jo 0 0 DATE: 6-29-04 REVISIONS: 8-19-04 DRAWN BY: JR COMM. NO. 204326 SHEET NO. 3 o II 1UH4 —wooD— 3 �15TUO5 III I m 1 Zj Zj of o f J \3 III t NQ 1 mu- OC I I� � U) 7 rp r II 1UH4 —wooD— 1LL I OC po 1 1 Zj of o f J \3 III t o 1 I I n1a I I� � 1C � 1 of I 1 3 I 5" I I LE 3'-10" II J 4'-T" -I II 2-9 I / 2F- 111 - " FL. M.L. W - - - - - - - - - - CORRIDOR GIVING ACCESS TO THE 0EPROOM5. II 4 BUILT-IN STUOS ------ J n' fo =0 Q 3 STUDS 4 2-9 1/2" M.O. 4 5TUD5 IPH3672-3 5TUD5 5 1/4"x'3 I PAR. COL. I STUDY CARPET GREAT ROOM CARPET RAILING NOTE' MAX. RO HT 0 AT. 17R - 7' -II 1/4" 2-9 1/2" M.L. SOFFIT - -'7-t----- r1 ---1i - ,1 I II 115 I/4 x5 I/4 I 1 13-117/8" 1 'PAR. COL. I I DR.M.L. w/ I I I TRT'D. 2x6 I PLATE ABOV� I m I I I IKf I I J I M DINING i i� II 12"X1211 I IHIF w II I I GYP DO COL 0 xI ao¢ I I / I I I I w ill" - ON 16R -2 IO FL I I UP117R KI = N a / 3-9 I/2"FL, ML. ITf----z III III � c 11 III 2� N fll� 2-ZxIOf 41-2" 8'-0° 3'4" 3 2-117/8" FL. M— 3 STU 5T5____ __ UD III- - - - =_ Ln I I 1 FLUSH I o 2411X2411 TAPERED 70- 1811X18" HARDI COLUMN ON 3011X301' MANUF. STONE BASE (TYP.) Ir- II 1UH4 —wooD— 1LL I OC po 1 1 � ISN o f J \3 III t I Iia 1 I I I I I I� I IUD II 1C � 1 of I 1 3 I 5" I I LE 3'-10" II J 4'-T" -I II 12"X1211 I IHIF w II I I GYP DO COL 0 xI ao¢ I I / I I I I w ill" - ON 16R -2 IO FL I I UP117R KI = N a / 3-9 I/2"FL, ML. ITf----z III III � c 11 III 2� N fll� 2-ZxIOf 41-2" 8'-0° 3'4" 3 2-117/8" FL. M— 3 STU 5T5____ __ UD III- - - - =_ Ln I I 1 FLUSH I o 2411X2411 TAPERED 70- 1811X18" HARDI COLUMN ON 3011X301' MANUF. STONE BASE (TYP.) Ir- II 1UH4 Z-2 p III PORCH w II Z"2x1 WW III RAISE PLATE HT 311 p II PROVIDE BEARING J \3 III oc II LE6 IN TRUSSES o}� p Ileo Z III z STEPPED ENERGY LEG p B TH15 WAL AEO(D = �0[� III^' TRUSSES II W� N IIIA" 241 0.20 f II 2-9 I / 2F- 111 - " FL. M.L. W - - - - - - - - - - CORRIDOR GIVING ACCESS TO THE 0EPROOM5. II GIRDER 5. NOTE ON ALL PLAN5� 2 I J 60" X 24" ELLIPSE 2'-IOj" 3.11 7/8" 3 -II DOOR FORS. & POINT LOADS VNLE55 OPN'G ABOVE 10'-911 a 4 TRT'v. E3 5 1 /411x5-1 /411 3 PAR. COL. 5 25 9" TREAD5 24 24 1 D � ,,i C.T. 2-21410 RAILING PUT. IB"xIB" WELL (TYP.) FUTURE DECK 5/4" DECKING W U to O DD 7 N 'f- 3 2-9 1/2" M.L. 3 ".nM Inu99An_9 a T_n STUDS KITCHEN o r —Fwoov� o v 36"X84" 15LAND BASE I12" SNACK BAR DF -5K1 T-8" 32-9 1 /2"' M.L. 5 UPSIOH2240.2 0 7-0 D W❑ 20\ LAUND 14DI'M10 GER TILE SI 4�,2„ — —� 71-0m STEP III HOT/GOLD W.I.�WG.T. r I OAR. COL. 3. GUARDRAIL REQUIRED ON OPEN 510E OF ANY STAIR MORE THAN 30" ABOVE FLOOR. PROVIDE 5 1/4"x5 14" o =o MUDrEND ;o o CER 24 N '~ CEILING HE IGHT MORE THAN 24" HIGHER THAN A ~ CORRIDOR GIVING ACCESS TO THE 0EPROOM5. II GIRDER 5. NOTE ON ALL PLAN5� 2 J a �I 2'-IOj" 3.11 7/8" 3 -II DOOR FORS. & POINT LOADS VNLE55 OVENS M.L.5 I/4"x5 I/ �w PAR. COL. " w ' PROVIDE 50LIO BLOCKING It ALL - SUPPORT BEAMS. MICROLAM5, & GIRDER 4 211 °� VzF O 1A STUOS £ COMMON TO LIVING SI NOTE5: 1. WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44' MUST BE EQUIPPED WITH AN APPROVED LADDER. 71-0m STEP III HOT/GOLD 2. ALL GUARDRAIL OPENIN65 MUST BE LESS THAN 4". I OAR. COL. 3. GUARDRAIL REQUIRED ON OPEN 510E OF ANY STAIR MORE THAN 30" ABOVE FLOOR. PROVIDE 5 1/4"x5 14" =o 4. PROVIOE SMOKE OETECTOR5 IN EVERY BEORODM ANO THE CORRIDOR GIVING ACCESS ;o TO THE BEDROOM, ON EACH FLOOR INCLUDING THE BASEMENT, ANO IN ANY ROOM THAT HAS A PAR. COL. M.L. TO '~ CEILING HE IGHT MORE THAN 24" HIGHER THAN A ~ CORRIDOR GIVING ACCESS TO THE 0EPROOM5. II GIRDER 5. NOTE ON ALL PLAN5� 2 J II ' VOL STUDS P ALL WINDOW & PATIO q DOOR FORS. & POINT LOADS VNLE55 K NOTED OTHERWISE. III ' PROVIDE 50LIO BLOCKING It ALL - SUPPORT BEAMS. MICROLAM5, & GIRDER B0. ON ALL WALL5 TRUSSES TO SUPPORT BELOW 6. A5WMED 501L BEARING CAPACITY - 2000 ' SI III 16'X8' O.H. GARAGE DOOR W/ LITE5 III 9'X8' 0.17 GARAGE DOOR W/ LITE5I I III III I III III III RECF55 GARAGE DOORS IIII II o I ill Ili I I I III 111 I I III III I 5 lit/4"X5 1/4" II III 3-I811M.L. III PAR. COL. 2-9 1/2 M.L. it nl III 3 1 T 1/4"x5— ----- -- ---"� U75--- — — — — 3 1/4" PAR. COL. 2X8 HARD' BD JAMB 5TUD5 B GARAGE DRS MARVIN INTEGRITY WINDOWS � 9' -I -I/8" CEIL. HT. UNLESS NOTED OTHERWISE VERIFY ALL DOOR, WOW, & CO HDR HT5 14'-011 6'-9" FRAME ALL MAIN FLOOR WINDOW5 08'-0" UNLE55 NOTED OTHERWISE 31'-6" FLOOR TRUSSES TO BE L/480 611 F IR5T FLOOR PLAN 5GAL E : 1/4"-1'-011 1,411 50. FT. U 6, W1 IT JL m J4 m r w Z z VJa a J V' Wm 0 e z V H i00 4� N 0 0 w m ZK�O o - m g �r Z i- m ,� a: a Q L m .J0 o � Q a m a v J z J Q �d nUJ W (21 r tL w Sox z F -- z ko z �O N d ooQ J 2 o O>K o aC ® q-) DATE:DATE: 6-29-04 REVISIONS: 8-19-04 DRAWN BY: JR COMM. NO. 204326 SHEET NO 4 1/4"x5 1/4" 1 STEP III HOT/GOLD III I OAR. COL. III PROVIDE 5 1/4"x5 14" =o III ;o III PAR. COL. M.L. TO '~ II ~ II GIRDER 3'-9n II 131-0" II 71-3" 71.0N III 1/211 TYPE "X" GYP. III - B0. ON ALL WALL5 III _-SII COMMON TO LIVING III III I AREA 5/8" TYPE "X"III GYP. BD. ON CEILING III II l 5HEETROCK ENTIRE GARAGE iii 1001 GARAGE WW VIII 4" GONG 5LAB III w JW V b oy� plll W/ FIBER MESH III ES K �� oinq) = NIr VERIFY GARAGE FLOOR DRAIN5 III af: la *T:) VIII 2X6 GARAGE WALLS 11115 W0_ N WT 2F NIII w III 18" FLOOR III 21- W III � TRU55E5 III III W Illo 19.21100 III III 16'X8' O.H. GARAGE DOOR W/ LITE5 III 9'X8' 0.17 GARAGE DOOR W/ LITE5I I III III I III III III RECF55 GARAGE DOORS IIII II o I ill Ili I I I III 111 I I III III I 5 lit/4"X5 1/4" II III 3-I811M.L. III PAR. COL. 2-9 1/2 M.L. it nl III 3 1 T 1/4"x5— ----- -- ---"� U75--- — — — — 3 1/4" PAR. COL. 2X8 HARD' BD JAMB 5TUD5 B GARAGE DRS MARVIN INTEGRITY WINDOWS � 9' -I -I/8" CEIL. HT. UNLESS NOTED OTHERWISE VERIFY ALL DOOR, WOW, & CO HDR HT5 14'-011 6'-9" FRAME ALL MAIN FLOOR WINDOW5 08'-0" UNLE55 NOTED OTHERWISE 31'-6" FLOOR TRUSSES TO BE L/480 611 F IR5T FLOOR PLAN 5GAL E : 1/4"-1'-011 1,411 50. FT. U 6, W1 IT JL m J4 m r w Z z VJa a J V' Wm 0 e z V H i00 4� N 0 0 w m ZK�O o - m g �r Z i- m ,� a: a Q L m .J0 o � Q a m a v J z J Q �d nUJ W (21 r tL w Sox z F -- z ko z �O N d ooQ J 2 o O>K o aC ® q-) DATE:DATE: 6-29-04 REVISIONS: 8-19-04 DRAWN BY: JR COMM. NO. 204326 SHEET NO 4 U� 0 J� m .j m I_ Z2 w Z x VJQ a J L Wm 0 Z F 00 541-611 NOTE5� U' `^ m �14''5" 2'-1" 8'-6" 12'•Ou o 1 CD 17'0 I. WINDOW WENS WITH A VERTICAL DEPTH OF Z 71-6" 61-11" 41-211 41-411 51-1011 6�'2°MORE THAN 44' MUST BE EQUIPPED WITH AN Z - I- IF o APPROVED LADDER. 1= o A /� r- � — — — — — — — — — — � Z. ALL GUARDRAIL OPENINGS MUST Be LESS THAN 4°. L.L. Z � P 3 2-9 I/2n L. 3 2'2x!0 3 IOH4264-2 3 3. GUARDRAIL REQUIRED ON OPEN 51OF OF ANY J a 0 IDH3664 3 3 2 ZX I O STAIR MORE THAN 30' ABOVE FLOOR 4 5TUD5 3664-2 TEMP T D IOH2636 2-9 /211M.L. 5TUD5 Q 4. PROVIDE SMOKE DETECTORS IN EVERY 3 III BEDROOM AND THE CORRIDOR GIVING ACCESS 5TU175 STUDS F III TO THE BEDROOM, ON EACH FLOOR nl III .p n _ CEILITHE NA5EMENT, AND G HE IGH NANY THAN 2ROOM THAT HAS A MORE " HIGHER THAN A \ o ---1µ---------------- I j 5Q G.T. 3 �' III CORRIDOR GIVING ACCESS TO THE BEDROOMS. IS) _\ n ---------------Y/ 1 a ' I 1- w W IIII 111 5. NOTE ON ALL PLANS; 3 Ir O W 24 p O cr 1 DBL. STUDS Y ALL WINDOW d PATIO I I III 1 n I - 1 n o]I 1 11 z m = II I I III 17 -0 I 14 -5 2 - a / DOOR HORS. 6 POINT LOADS UNLESS WW,3,�11 NOTED OTHERWISE. 1 1 III IIII PROVIDE SOLID BLOCKING 1 ALL III BEDROOM -4 I G.M. l Y G.M. 111 1 " SUPPORT TO SUPPORT BELO,8GIRDER 7-00 I 8 -7 � I2 -O TRUSSES TO SUPPORT BELOW MASTER BEDROOM 11 CARPET i i iii0 6EDROOM 3 m I II I CARPET 6. ASSUMED 501E BEARING CAPACITY - 2000 _ - j 0111 TRAY VAULT I t �, sill CARPET -o V z 111 I d 1 > 24 > W�iilj z K III I I ¢ -' I mill 3 IL 1 I XIII QCp J V 1 2 ry LINEN 111 w= -j I KzIII u3m}N O 1 I lV F.F. 41.011 III ll 81-0° 1"- I 1 0,111 Vo= 1 i WN I ijtij) W_ III — ---� 1 1 wm nl 1Dm �� 1 I '�W U BOBBED GIRDERO Ill \ S I Z o F +-----------WF a �\ ¢ m �� @ 1 TRU55 CARPET JUl= z jU- �------- u---------------- .� 2 v+ TO Q I THICKEN WALL AS m�7 V Z¢ III 5Q Q h - III W� N ON 17R WK N III 71 w z v Z dJ,-�y . FOR GIRDER Z1- nl a W a5 BELOW W n r ----- OL N Q r III _ F.F.-ET 61ROER TRU55 III a, O � L — — — — �— 1 — — _ r--- -- --ro - I o > X Hill 24 I zz vrxsa I ro5TUD5 I I I I I z Alilt CCESS L — J w �- r 1 TTIC VANITY 51 FRAME WALL -411 lt 111 CARPETLT ON ROOF IIII G.M. zul 24 ° TREAD5 Q 1111 4 > W sOFF5ET BOBBED GIRDER TRU55 4 \ GLA55 1111 5TUD5 GER TILE _ _ ^ _ -- -- -- 4 3 2 OR p till In 4''6° 41.1011 5TV05 Q-------- 24° w 2 6''7° 31 I ° 41-11" 31- 11 = M N W J 2-9 I/211FL. MLr `� w� w 24 ❑ ~ c� O e .gym O W U Z o ENERGY LEO 24 j� - _ Oz�O TRUSSES n x a_ r f �3 p= 71�-74" 0.G - N >- 2-2x10 Z(rH 3 2@ 68° = W % - F AME WALL ILA 931 3611X7211 WIRLPOOL ON RO F (TE P.) SQ TUB W/ 61 G.T. 1-150615 LINEN 4611 -- ---- GABNT 0 51.8° 71,411 2 2x1 —1 ICA3339 2 2-2x10 13EPROOM-2 (TEMP) I CARPET L--- ----- --J---------�J ETRU55E5G m 241 O I I I I I F -1 DATE: L J L -J L J I 2-2x10 6-29-04 41-011 41-011 IOH4272-2 J REVISIONS: 8-19-04 41-2" 81-011 51-411 61 -On 31,4n 61.611 61,611 171-611 3'-811 91-411 31-911 131-011 71-311 541-611 Qa SECOND FLOOR PLAN SGALEI/4°=11-011 1,482 50. FT. DRAWN BY: JR COMM. NO. 204326 SHEET NO. 5 5 1 2-9 1/2" 10011 OF 81' POURS IOU" CONC. FTG. a 6.5 M.L. I I I I I I I I I I I 12 2X6 TREATED PLATE 1/211X1211 A.13.0 3211 O.L. W/ SILL SEALER FOUNDATION WALL DAMP PROOFING 8" OF 611 POURED 10011 OF 1011 POURED 20"X811 CONC. FTG. DRAIN TILE AS REQ. SOFFIT n I ADJ.5HLV5 0 0 0 0 0 CULT.5TONE VENEEF 2X6 HANOFRAME B 1611 O.L. OFFSET 1308BE0 ' �-61ROER TRU55 o m ROOF 25 YEAR 5HINC7LES 151 FELT OXBOARO SHEATHING ROOF TRU55E5 0 2411 O.L. (BY MFG) \� 9 PROVIDE 50L10 BLOCKING AT ALL SUPPORT BEAMS TO POINT LOA05 VENT ROOF 1°-200° 50% SOFFIT 50% ROOF R-44 IN5UL 2 1VAPOR BARRIER 12 9/8" 5HEETROCK 3/4" 0.5.0 5UBFLOOR 18" FLOOR TRUSSES B 19.211 O.C. STAIRWAY NOTES; STAIRWAY HEADROOM TO BE 61-811 MIN. 2X6 WALL HANDRAIL HEIGHT TO BE CONT. 3411 TO 38" ABOVE N051N6. MAX. OPENING OF 4" 3-2x 10 5TR INOER5 9" TREA05 3/4" 0.5.0 5UBFLOOR 11 7/8" TJ1 0 16" O.L. 2x6 5TUD5 B 1611 O.L. 4" OF 6" POURED 2011x81' CONC. FTG. 3 1/2" CONIC. FLOOR W/ POLY BELOW 6RO55 SEDT ION "A" SCALE 1/4114-011 ICE SHIELD OR EQUAL TO 2411 IN51DE WALL VENT BAFFLES AT 2411 O.C. ALUM. FASCIA 21-0" ALUM. SOFFIT W/ VENTS 2-0 "F" TRIM EXTERIOR WALL SIDING (SEE ELF -V) TYVEK HOUSE WRAP 25/32" BILT-RITr SHEATHIN6 2X6 STUDS B 16' O.G. R-19 INSULATION VAPOR BARRIER 1 /211 5HEETROCK INSUL. RIM (TYP) 'HOUSE WRAP TO TOP PLATE ;WRAP WINOOW5 IN51OE TO OUT W/ TYVEK TO ABOVE INSUL. RIM (TYP) ILAL TO ABOVE RIO INSULATION FLUSH w/5HEATHING 4" OF 611 POURED 44" OF 811 POURED 2011x811 CONC. FTG. 4 MIL POLY VAPOR 1/2" GYP BOARD 3/4" 050. TJI PER PLAN EXTERIOR FIN15H PER PLAN 5HEATHING PER PLAN 2X6 5TUD5 e 16" OC R-19 INSULATION RIM R-10 IN5UL. FLUSH w/SHEATHING 5 1/411 POURED CONCRETE —FOUNDATION PER PLAN GREAT ROOM FIREPLACE DETAIL RIM DETAIL SCALE; 1/4"4.0" 4 MIL POLY VAPOR 1/2" GYP BOARD 3/411 058 TJIPER PLAN 1/2" 6YP BOARD 4 MIL POLY VAPOR 1/211 GYP BOARD NOTES: I. WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44" MUST Be EOV IPPED WITH AN APPROVED LADDER. 2. ALL GUARORAIL OPENING5 MUST BE LE55 THAN 4" 3. GUARDRAIL REQUIRED ON OPEN SIDE OF ANY STAIR MORE THAN 30" ABOVE FLOOR. 4. PROV IDE SMOKE DETE61OR5 IN EVERY BEDROOM AND THE CORRIDOR GIVING ACCE55 TO THE BEDROOM, ON EACH FLOOR INCLUO INS THE BASEMENT, AND IN ANY ROOM THAT HAS A CEILING HEIGHT MORE THAN 24' HIGHER THAN A CORRIDOR GIVING ACCESS TO THE BEDROOMS. 5. NOTE ON ALL PLANS: ' DBL STUDS I ALL WINDOW 6 PA710 DOOR HORS. 6 POINT LOADS UNLE55 NOTED OTHERW15E. ' PROVIDE 50LIP BLOCKING 6 ALL SUPPORT BEAMS, MICROLAM5,& GIRDER TRUSSES TO 5VPPORT BELOW 6. A55UMEO SOIL BEARING CAPACITY - 2000 ' EXTERIOR FIN15H PER PLAN 5HEATHIN6 PER PLAN 2X6 5TUD5 2 16" OL R-19 INSULATION PLYWOOD SHEATHING 0 RIM IF SIDING IS U5EO 1 1/211 FOIL BACKED R161D INSULATION RIM DETAIL 4 MIL POLY VAPOR >' 1/2" GYP BOARD 3/411 05B 2x6 FLOOR TRU55 PER PLAN 1/211 GYP BOARD 4 MIL POLY VAPOR 1/2" GYP BOARD EXTERIOR FIN15H PER PLAN 5HEATHING PER PLAN 2X6 STUDS B 16" OL R-19 INSULATION f 1 1/211 FOIL BACKED RIGID INSULATION PLYW000 SHEATHING B RIM IF 51PINO 15 U5ED RIM r%ETAIL Um LO IT Jm J n o 00 r z � /ZR� V r w z VJm o Wm adz 'w C00 ^oo w w 0 1- co r Z � Qa JO 0 O t DATE: 6-29-04 REVISIONS: 8-19-04 DRAWN BY: JR COMM. NO. 204326 SHEET NO. 6 SOFFIT F MANTEL ADJ. SHL% D.V. GA5 -IREPLACE I` o ICE SHIELD OR EQUAL TO 2411 IN51DE WALL VENT BAFFLES AT 2411 O.C. ALUM. FASCIA 21-0" ALUM. SOFFIT W/ VENTS 2-0 "F" TRIM EXTERIOR WALL SIDING (SEE ELF -V) TYVEK HOUSE WRAP 25/32" BILT-RITr SHEATHIN6 2X6 STUDS B 16' O.G. R-19 INSULATION VAPOR BARRIER 1 /211 5HEETROCK INSUL. RIM (TYP) 'HOUSE WRAP TO TOP PLATE ;WRAP WINOOW5 IN51OE TO OUT W/ TYVEK TO ABOVE INSUL. RIM (TYP) ILAL TO ABOVE RIO INSULATION FLUSH w/5HEATHING 4" OF 611 POURED 44" OF 811 POURED 2011x811 CONC. FTG. 4 MIL POLY VAPOR 1/2" GYP BOARD 3/4" 050. TJI PER PLAN EXTERIOR FIN15H PER PLAN 5HEATHING PER PLAN 2X6 5TUD5 e 16" OC R-19 INSULATION RIM R-10 IN5UL. FLUSH w/SHEATHING 5 1/411 POURED CONCRETE —FOUNDATION PER PLAN GREAT ROOM FIREPLACE DETAIL RIM DETAIL SCALE; 1/4"4.0" 4 MIL POLY VAPOR 1/2" GYP BOARD 3/411 058 TJIPER PLAN 1/2" 6YP BOARD 4 MIL POLY VAPOR 1/211 GYP BOARD NOTES: I. WINDOW WELLS WITH A VERTICAL DEPTH OF MORE THAN 44" MUST Be EOV IPPED WITH AN APPROVED LADDER. 2. ALL GUARORAIL OPENING5 MUST BE LE55 THAN 4" 3. GUARDRAIL REQUIRED ON OPEN SIDE OF ANY STAIR MORE THAN 30" ABOVE FLOOR. 4. PROV IDE SMOKE DETE61OR5 IN EVERY BEDROOM AND THE CORRIDOR GIVING ACCE55 TO THE BEDROOM, ON EACH FLOOR INCLUO INS THE BASEMENT, AND IN ANY ROOM THAT HAS A CEILING HEIGHT MORE THAN 24' HIGHER THAN A CORRIDOR GIVING ACCESS TO THE BEDROOMS. 5. NOTE ON ALL PLANS: ' DBL STUDS I ALL WINDOW 6 PA710 DOOR HORS. 6 POINT LOADS UNLE55 NOTED OTHERW15E. ' PROVIDE 50LIP BLOCKING 6 ALL SUPPORT BEAMS, MICROLAM5,& GIRDER TRUSSES TO 5VPPORT BELOW 6. A55UMEO SOIL BEARING CAPACITY - 2000 ' EXTERIOR FIN15H PER PLAN 5HEATHIN6 PER PLAN 2X6 5TUD5 2 16" OL R-19 INSULATION PLYWOOD SHEATHING 0 RIM IF SIDING IS U5EO 1 1/211 FOIL BACKED R161D INSULATION RIM DETAIL 4 MIL POLY VAPOR >' 1/2" GYP BOARD 3/411 05B 2x6 FLOOR TRU55 PER PLAN 1/211 GYP BOARD 4 MIL POLY VAPOR 1/2" GYP BOARD EXTERIOR FIN15H PER PLAN 5HEATHING PER PLAN 2X6 STUDS B 16" OL R-19 INSULATION f 1 1/211 FOIL BACKED RIGID INSULATION PLYW000 SHEATHING B RIM IF 51PINO 15 U5ED RIM r%ETAIL Um LO IT Jm J n o 00 r z � /ZR� V r w z VJm o Wm adz 'w C00 ^oo w w 0 1- co r Z � Qa JO 0 O t DATE: 6-29-04 REVISIONS: 8-19-04 DRAWN BY: JR COMM. NO. 204326 SHEET NO. 6 3/4" 0.5.8 12 5U5FLOOR FLOOR TRU55E5 9 19.2" O.G. MIN R-30 IN5UL-- 5/8" TYPE "X" GYP. CEDAR BRACKET B" OF 6" POURED 40" OF 10" POURED 20"X8" CON& FTG. 4" GONG. FLOOR W/ FIBERME5H 2X6 HANOFRAME B 16" O.G. 1/2" TYPE "X" GYP. BD. ON ALL WALL5 COMMON TO LIVING AREA 2X6 TREATED PLATE - 1/2"X12" A.B. 9 32" O.G. W/ SILL SEALER FOUNDATION WAL DAMP PROOFING 8" OF 6" POURED 100" OF 10" POURED 204" CONG.FTG. RIO IN5UL. FLUSH w/5HTH'G. ROOF 25 YEAR SHINGLES 15' FELT OX80ARP SHEATHING ROOF TRUSSES 9 24" O.G. (BY MFG) VENTOOs 50% SOFFIT 50% ROOF :RIFY LEG R•44 IN5UL OFFSET GIRDER TRU55 m 12 PROVIDE SOLID BLOCKING AT ALL \ 19 SUPPORT 13EAM5 TO POINT LOAO5 VAPOR BARRIER 5/8" SHEETRO0 3/4" 0.5.8 5UBFLOOR 1 18" FLOOR TRU55E5 9 19.2" O.G. 11 a 3/4" 0.5.8 5UBFLOOR II 11 7/8" TJI'5 9 16" O.G. II DRAIN TILE A5 REQ. CRO55 5EGT ION E3 5GALF: 1/00-011 0 3 1/2" GONG. FLOOR W/ POLY BELOW ICE 5HIELD OR EQUAL TO 24" IN51PE WALL VENT BAFFLES AT 24" O.G. ALUM.FA561A ALUM. SOFFIT W/ VENTS "F" TRIM EXTERIOR WALL SIOING (5F -F- ELEV) TYVEK HOUSE WRAP 25/32" BILT-RIT� SHEATHING 2X6 5TUO5 9 16' O.G. R-19 INSULATION VAPOR BARRIER 1!2" 5HEETROCK IN5UL. RIM (TYP) "HOUSE WRAP TO TOP PLATE 'WRAP WINDOWS IN519F TO OUT W/ TYVEK TO ABOVE IVSUL. RIM (TYP) TYPICAL TO ABOVE RIO IN5ULATIOIN FLUSH w/5HEATHIN6 4" OF 6" POURED 44" OF 8" POURED 20"x8" GONG. FTG. adz DATE: 6-29-04 REVISIONS 8-19-04 DRAWN BY: JR COMM. NO, 204326 SHEET NO. 7 O.H. GARAGE DOOR 2 q DOOR STOP B WEATHER STRIP BY DOOR SUPPLIER 2 6 5/8" TYPE "X" 2 6 IX6 6YP. 8D. 2 6 2 22 1/4" REVEAL W/ CAULK 2. IX3 RIPPED TO FIT IX6 RIPPED TO FIT SHEATHING PER PLAN GLIIL�IIL^ I/4" REVEAL W/ CAULK EXTERIOR FINISH 2X PER ELEVATION PER PLAN GARAGE DOOR JAMP5 DETAIL SCALE 3" = 0-0" 4 5HEATHIN6 PER PLAN, EXTERIOR FINISH PER PLAN I/4" MIN. GAP. W/ CAULK FLASHIHI NG ON BEVELED CEDAR LAP 2X PER ELEVATION 1/4" REVEAL W/ CAULK IX6 RIPPE TO FIT 1X3 RIPPE TO FIT 1/4" REVEAL W/ CAL GARAGE D00 5CALF 3 WINDOW TRIM DETAIL @ JAM13 SCALE- 3" = f-0" 2 /1\ 2 /1\ 2 I I I 1 2X12 DOOR BRACE BEYOND /U5E BLOCKING WHERE NECESSARY ��-- 5/8u TYPE nxu GYP. 80. HEADER PER PLAN I --t—BLOCKIN6 AS REOD. �I 2 /I 6 \1/ 6 \1/ 6 \1/ 4 IX6 DOOR STOP R / WEATHER STRIP BY DOOR SUPPLIER O.H. GARAGE DOOR 3-2X6 5TUP5 FOR LOAD SEARING VERIFY W/ PLAN 5/811 R.5. PLY ON 5HEATHIN SHEATHING PER PL. 13ASE PER PLAN WIND 5CALE. 3" - I' C iLOPED 15' MRAP OVER 5HEATHIN6 ND WINDOW FLANGE EXTERIOR FINISH PER PLAN 51 K6 5TUP5 FOR 0 15EAR ING VcrZ IFY W/ PLAN STOOP 6OLUMN DETAIL 5GALE : 1 1 /211 = I'-011 00= z w �- z Ls) w Quo CLwoQ L N Jk3 S-- 0 > o << OO 2 T) DATE: 6-29-04 REVISIONS: 8-19-04 DRAWN BY: JR COMM. NO, 204326 SHEET NO. 8 HIGHCREST MEADOWS KNOW ALL PERSONS BY THESE PRESENTS: That XXXXXXX, owner and proprietors of following described property situated in the County of Carver, State of Minnesota, to wit: XXXXXXXXXXX, all in Carver County, Minnesota Has caused the same to be surveyed and platted as HIGHCREST MEADOWS and does hereby donate and dedicate to the public for public use forever the thoroughfares and also dedicating the easements as shown on this plat for drainage and utility purposes only. In witness whereof XXXXXXXXXXX, has caused these presents to be signed by its proper officer this of , 200 XXXXXXXXXXXX _ its XXXXXXX XXXXXX STATE OF COUNTY OF The foregoing instrument was acknowledged before me this day of 200 , by Notary Public,_ My Commission its of XXXXXXXXXX. County, CHANHASSEN, MINNESOTA I hereby certify that this plat of HIGHCREST MEADOWS was approved by the Planning Commission of the City of Chanhassen, Minnesota, at a regular meeting thereof held this day of 120. By , Chairman day COUNTY SURVEYOR, CARVER COUNTY, MINNESOTA Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of 200 I hereby certify that I have surveyed and platted the property described on this plat as HIGHCREST MEADOWS; that this plat is a correct representation of ;he 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 Minnesota Statutes, Section 505.05, Subd. 1: that the outside boundary lines are correctly designated on the plat and that there are no wetlands as defined in Minnesota Statutes Section 505.02 Subdivision 1 to be designated other than as shown. Howard H. Rogers, Land Surveyor Minnesota License No. 10945 STATE OF MINNESOTA COUNTY OF CARVER The foregoing Surveyor's Certificate was acknowledged before me this day of 200 , by Howard H. Rogers, Land Surveyor. Notary Public, Carver County, Minnesota My Commission Expires 20 By John E. Freemyer Carver County Surveyor CARVER COUNTY BOARD OF COMMISSIONERS This plat of HIGHCREST MEADOWS was approved and accepted by the Board of Commissioners of Carver County, Minnesota, at a regular meeting held this day of , 20 , and is in compliance with the provisions of Minnesota Statutes, Section 505.03 Subd. 2. All monuments will be set as specified by the County Board and as stated on this plat, according to Minnesota Statute, 505.02 Subd. 1. Board of Commissioners of Carver County, Minnesota By , Chairman Attest COUNTY AUDITOR, CARVER COUNTY, MINNESOTA I hereby certify that taxes payable in and prior years have seen paid for land described on this plat. Dated this day of , 200 , Mark Lundgren, County Auditor MA Deputy COUNTY RECORDER, Hennepin County, Minnesota I hereby certify that this plat of HIGHCREST MEADOWS was filed in this office this 200 , at o'clock M. Carl W. Hanson Jr., County Recorder day of REGISTRAR OF TITLES, CARVER COUNTY, MINNESOTA I hereby certify that this plat of HIGHCREST MEADOWS was filed in this office this _ _day of 200 , at o'clock M. Carl W. Hanson Jr., Registrar of Titles By: CITY OF CHANHASSEN MAR 2 8 2005 ENGINEERING DEPT LANDFORM MINNEAPOLIS -PHOENIX SHEET 1 OF 2 SHEETS II HIGHCRE,ST MEADOWS .4 / `� / NsOo �� • _ 2S 00 /r �Cb oy� 1V ms (N. o, �� foo. i o' L 44.53 N��'3343•W G 1 10.001 \ti N00� go��68y S89-29'42 "E 14.00 2 15"E �8 0� r^Q Vl BEARINGS ARE ASSUMED DENOTES 1/2 INCH IRON PIPE SET 0 MARKED RLS 10945 • DENOTES FOUND 1/2 INCH IRON PIPE N89"52' 12"W lYOJ J/ y[7 If DRAINAGE AND UTILITY EASEMENTS ARE SHOWN AS THUS: (NOT TO SCALE) II 5-1 - - r-5 10 -j BEING 5 FEET IN WIDTH AND ADJOINING LOT LINES UNLESS OTHERWISE INDICATED AND BEING 10 FEET IN WIDTH AND ADJOINING RIGHT OF WAY LINES UNLESS OTHERWISE INDICATED 1202.61 146:1.69 I I I NORTH 0 80 160 %7m=m SCALE IN FEET h4Y 1/'111 �i l/' I_I\ � 'i�\;1 _I I`, _ ♦'\'1 I`.� `I� � 1�. ��`� LANDFORM MINNEAPOLIS -PHOENIX SHEET 2 OF 2 SHEETS .1 II HIGHCRE,ST MEADOWS .4 / `� / NsOo �� • _ 2S 00 /r �Cb oy� 1V ms (N. o, �� foo. i o' L 44.53 N��'3343•W G 1 10.001 \ti N00� go��68y S89-29'42 "E 14.00 2 15"E �8 0� r^Q Vl BEARINGS ARE ASSUMED DENOTES 1/2 INCH IRON PIPE SET 0 MARKED RLS 10945 • DENOTES FOUND 1/2 INCH IRON PIPE N89"52' 12"W lYOJ J/ y[7 If DRAINAGE AND UTILITY EASEMENTS ARE SHOWN AS THUS: (NOT TO SCALE) II 5-1 - - r-5 10 -j BEING 5 FEET IN WIDTH AND ADJOINING LOT LINES UNLESS OTHERWISE INDICATED AND BEING 10 FEET IN WIDTH AND ADJOINING RIGHT OF WAY LINES UNLESS OTHERWISE INDICATED 1202.61 146:1.69 I I I NORTH 0 80 160 %7m=m SCALE IN FEET h4Y 1/'111 �i l/' I_I\ � 'i�\;1 _I I`, _ ♦'\'1 I`.� `I� � 1�. ��`� LANDFORM MINNEAPOLIS -PHOENIX SHEET 2 OF 2 SHEETS 5 CyES MAR F\ RD ,W oQ�;— TANADppNA nnonnr_r. nee of ,m .y- ABBREVIATIONS MARY LAKE m GALPIN LAKE LAKE T,Plz G NORTH NO SCALE D Angle JT. C0.1 Joint & And L.F. 650 BUTLER NORTH Lneol Feet ® At L.P. C4.1 Low Pont / Liquid Petroleum 100 YR. 100 Year Flood Elevation LB. SHARMEEN AL-JAFF Pound A.B. Anchor Bolt LGU PO BOX 147 Local Government Unit A.D. Area Dram LONG. Loncitudnal A/C Air Conditionnq Unit L.T. Licht / L.ightnq ADD. Addendum MAINT. CHANHASSEN, MN 55317 Maintenance ADDL. Additional MAS. LAND Masonry ADJ. Adjacent / Adjust MATL. TEL: 612-252-9070 Material AHU Ar Handlinq Unit MAX. BRAUN INTERTEC Maximum ALT. Alternate MECH ENGINEER Mechanical ALUM. Aluminum MED. FAX: 5152-51015-2020 Medium ANOD. Anodized MFR. 26105 WILD ROSE LANE Monufocr.urer APPROX. Approximate MH Manhole ARCH. Architect / Architectural MIN. BOB OBERMEYER Minimum / Minute AUTO. Automatic MISC. Miscellaneous AVG. Average MNDOT Minnesota Department Of Transportation B.C. Back of Curb MOD. FAX: 952-832-2601 Module / Modular B.M. Benchmark MUL. XCEL ENERGY Mullion B/W Bottom of Wall N. North BFE Basement Floor Elevation N.I.C. GARY ROBERSON Not In Contract BIT. Bituminous (Asphaltic) NO. OR # Number BLDG. Buddnq NOM Nominal BSMT. Basement NTS TEL: 612-321-5435 Not to Scale C.F. Cubic Feet NWE Normal Water Elevation C.F.S. Cubic Feet Per Second NWL CABLE TV Normal Water Level C.G. Corner Guard O.C. FAX: q52-472-4130 On Center C.J. Control Joint O.D. Outside Dimension C.L. Centerline O.E. Overhead Electric C.M.U. Concrete Masonry Unit OH. Overhead C.O. Cleanout OHWL Ordinary High Water Level C.O.E. U.S. Army Corps Of Enqineers OPNG. Opening C.Y. Cubic Yards ORIG. Original CB Catch Basin P.C. Point of Curvature CBMH Catch Basin Manhole P.I. Point of intersection CEM. Cement PIV Post Indicator Valve CIP Cost Iron Pipe P.L. OR P/L P.I. or P/I Property Line CMP Corruqoted Metal Pipe P.O.B. Pont of Begirl CONIC. Concrete (Portland) P.S.F. Pounds Per Square Foot CONN. Connection P.S.I. Pounds Per Square Inch CONST. Construction P.T. Point of Tonqency CONT. Continuous P.V.C. Point of Vertical Curvature CONTR. Contractor P.V.I. Point of Vertical Intersection COP. Copper P.V.T. Dont of Vertical Tonqency CU. Cubic PE Polyethv,, ,Te D.S. Down Spout PED. Pedesto Pedestrian DEC. Degree PERF. Perf orat:- d DEMO. Demolition / Demolish PREP. Preparation DEPT. Deportment PROD. Project DET. Detail PROP. Proposed DIA. Diameter PVC Chloride (Pil D1 Diaconal PVMT. Pavement me t DIM.M. n Dimension QTR. Quarter DIP Ductile Iron Pipe QTY, Quantity y DN Down R Radius DWG. RAD. Radius E. E East East R.D. Roof Drain E.J. Expansion Joint R.E. Remove Existing E.O. Emerqency Overflow R.O. Rouqh Opening E.W. Each Way R.P. Radius Pont EA. Each RCP Renforced Concrete Pipe EL. Elevation R.S. Rouqh Slob ELEC. Electrical RE. Regordinq ELEV. Elevation REINF. Renforcei EMER. Emerqency REQ'D Required ENGR. Engneer REV. Revision / Revised ENTR. Entrance RGU Requlotory Government Unit EQ. Equal ROW OR R/W Right of Way EQUIP. Equipment S. South EQUIV. Equivalent S.F. Square Feet EXIST. Extstng SAN. Suntory Sewer EXP. Expansion SECT. Section F & I Furnish and Install SE Side Exit F.B.O. Furnished by Others SEWO Side Exit Wolk Out F.C. Face of Curb SHT. Sheet F.D. Floor Drain SIM, Similar F.D.C. Fre Department Connection SLNT. Sealant F.V. Feld Verify SPEC. Specification FB Full Basement SQ• Square FBWO Full Basement Walk Out STMH Storm Sewer Manhole FBLO Full Basement Look Out STD. Standard FON. Foundation 5TRUCT. Structural FES Flared End Section SYM. Symmetrical FFE Finished Floor Elevation T Thickness FLR. Floor T/R Top of Rim FT. OR (") Foot T/W Top of Wall FUT. Future TEMP. Temporary G.B. Grade Break THK. Thick / Thickness G.C. General Contractor TNH Top Nut Hydrant GAL. Gallon TYP. Typical GALV. Galvanized U.N.O. Unless Noted Otherwise CPE Garage Floor Elevation V•B. Vapor Barrier GL. Glass V.C. Vertical Curve GR. Grade V.I.F. Verify In Feld H. Height VER. Verify H.P. High Point VERT. Vertical HOOP. Handicapped VEST. Vestibule HOPEP High Density Polyethylene Pipe W Width HOT. Height W.PT. Worknq Pont HORIZ. Horizontal W.W.P. Welded Wre Fabric HVAC Heatnq, Ventilation, Ar Conditol W/ With HYD Hydrant O W/ ho t I.D. Inside Dimension Walk Out IN. OR (") Inches WO Wetland INFO. Information WP Waterproof P INL. Inlet Elevation WDT. Well INSUL. Insulation INV. Invert Elevation YR. Year CHANHASSEN -MINNESOTA • • � •::�5'�t�eik?�a'srw��'1..'�$�e.?ia� 5��:��ri/.¢?es'k "ori � � d?i.I.�.f"S��Ye?�.'lAw'�� . �e�ttl� •_ � ni�.�?e/' !2. 1a'�! EXISTING DESCRIPTION NEW DESCRIPTION BIT. EDGE HEIGHT. TYPE .i r60RINC NUMBER 8-I0 941.2 ELEVATION LT O: • O 0 BASE II I 2" STS—» - 8" SAN—>— 6" WTR OT- UT - UE OE UTV OTV FO CONTOUR SPOT ELEVATION BUILDING CANOPY / OVERHANG UNDERGROUND STRUCTURE CONCRETE CONCRETE CURB EDGE OF PAVEMENT FENCING GUARD RAIL CONCRETE RETAINING WALL MODULAR RETAINING WALL FIELDSTONE RETAINING WALL SOIL BORING LIGHT POLE TREES DENOTES TREE LIMITS MANHOLE CATCH BASIN FIRE HYDRANT WATER VALVE FLARED END SECTION IRON MONUMENT POWERPOLE BOLLARD UTILITY BOXES (TV, TEL, ELEC) TRAFFIC BOX GAS METER TRAFFIC SIGN STORM SEWER LINE SANITARY SEWER LINE WATER MAIN UNDERGROUND GAS MAIN OVERHEAD TELEPHONE UNDERGROUND TELEPHONE UNDERGROUND ELECTRIC OVERHEAD ELECTRIC UNDERGROUND CABLE/TV OVERHEAD CABLE/TV FIBER OPTIC 123.4 ` I C - C BIT EDGE HEIGHT, TYPE —x x— CAP 000, ❑ S- ❑ OP.P. EEs X12"STS— > RIPRAP' ��-6"FM >— (GATE VALVE �F 6"WTR 11 Nyu —6"FIRE 04 PV BLDG. sizE, T�rP� OT _JTV— — — �TV LSS CONTOUR SPOT ELEVATION BUILDING CANOPY / OVERHANG UNDERGROUND STRUCTURE RAILROAD CONCRETE CONCRETE CURB EDGE OF PAVEMENT FENCING GUARD RAIL CONCRETE RETAINING WALL MODULAR RETAINING WALL FIELDSTONE RETAINING WALL DOORWAY LIGHT STANDARD POWER POLE SLOPE DIRECTION CATCH BASIN MANHOLE BOLLARD STORM SEWER SANITARY SEWER—WASTE FORCE MAIN ROOF DRAIN SYSTEM WtiTERMAIN FIRE LINE (IF SEPARATE) FIRE DEPARTMENT CONNECTION CULVERT & END SECTION GAS LINE SOIL SUBDRAIN ELECTRIC—OVERHEAD ELECTRIC—UNDERGROUND TELEPHONE—OVERHEAD UNDERGROUND CABLE/TV OVERHEAD CABLE/TV LAWN SPRINKLER SLEEVE SERVICE COMPANY CONTACTS C0.1 CIVIL TITLE SHEET LANDFORM STEVE JOHNSTON, P.E. CIVIL 650 BUTLER NORTH DWAYNE SIKICH ENGINEER 510 IST AVENUE NORTH TEL: 612-252-gO70 C4.1 MINNEAPOLIS, MN 55403 FAX: 612-252-8077 PRELIMNARY PLAT CITY OF CHANHASSEN SHARMEEN AL-JAFF CITY PLANNER 7700 MARKET BOULEVARD PO BOX 147 TEL: 0152-227-1134 CHANHASSEN, MN 55317 FAX: q52-227-1110 CITY OF CHANHASSEN PAUL OEHME CITY ENGINEER 7700 MARKET BOULEVARD PO BOX 147 TEL: 5152-227-1169 CHANHASSEN, MN 55317 FAX: 952-227-1110 LANDFORM HOWARD ROGERS, L.S. LAND 650 BUTLER NORTH JON PITTMAN SURVEYOR 510 IST AVENUE NORTH TEL: 612-252-9070 MINNEAPOLIS, MN 55403 FAX: 612-252-gO77 BRAUN INTERTEC RONALD SHAFFER, PE GEOTECHNICAL 11001 HAMPSHIRE AVENUE S ROBERT OSBURN, EIT ENGINEER MINNEAPOLIS, MN 55438 TEL: q52-gcI5-2000 FAX: 5152-51015-2020 KJOLHAUG ENVIRONMENTAL MARK KJOLHAUG ENVIRONMENTAL 26105 WILD ROSE LANE SERVICES SHOREWOOD, MN 55331 TEL: q52-401-8757 FAX: q52-401-87518 RILEY PURGATORY BOB OBERMEYER BLUFF CREEK WATERSHED DISTRICTS BARB ENGINEERING 4700 WEST 77TH ST. TEL: 0152-832-2600 MINNEAPOLIS, MN 55435 FAX: 952-832-2601 KARL JOHNSON XCEL ENERGY ELECTRIC 5505 COUNTY RO Ill TEL: 0152-470-3342 EXCELSIOR, MN 55331 FAX: 0152-470-3310 GARY ROBERSON QWEST TELEPHONE 6244 CEDAR AVE S TEL: 612-7q8-7707 RICHFIELD, MN 55423 FAX: 612-861-8173 CENTERPOINT MINNEGASCO CHERRIE MON50N NATURAL GAS 700 WEST LINDEN AVE TEL: 612-321-5435 MINNEAPOLIS, MN 55440 FAX: 612-321-5573 MEDIACOM TELECOMMUNICATIONS BRUCE STURZINSKI CABLE TV 5308 SHORELINE DRIVE TEL: 612-325-6965 MOUND, MN 55364 FAX: q52-472-4130 LEGAL DESCRIPTION SEE SHEET C5.1. k UM BENCHMARK TOP NUT OF HYDRANT WEST SIDE OF EXISTING GUNFLINT TRAIL, APPROXIMATELY 18 FEET NORTH OF END OF EXISTING PAVEMENT. ELEVATION = 1031.30 DRAWING SYMBOLS SYMBOL DESCRIPTION 15 9 C7.3 I C21 0 NOTE REFERENCE PARKING STALL COUNT LARGE SHEET DETAIL COORDINATE POINT REVISION — ADD.,BULLETIN, ETC REVISED AREA (THIS ISSUE) EROSION CONTROL SYMBOLS SYMBOL DESCRIPTION SEDIMENT CONTROL FENCE (STANDARD) SEDIMENT CONTROL FENCE (HEAVY DUTY) GB TEMPORARY SEDIMENT PROTECTION Dr -C 2 r 2004 CITY OFC'rI1`:L' OWNER50EVELOPERS YOBERRY FARMS, LLC BILL COFFMAN 7105 HAZELTINE BLVD. EXCELSIOR, MN 55331 (612) 202-0692 DAVID HURRELL 7460 BENTBOW TRAIL CHANHASSEN, MN 55331 KAREN WEATHERS 7235 HAZELTINE BLVD EXCELSIOR, MN 55331 CITY y CRY OF CHANHASSEN MINNESOTA NOTE5 CIVIL SHEET INDEX 5HEET TITLE C0.1 CIVIL TITLE SHEET CIA EXISTING CONDITIONS AND DEMOLITION PLAN C 1.2 PRELIMINARY TREE INVENTORY "A PRELIMNARY GRADING & EROSION CONTROL C3.2 PRELIMNARY GRADING DETAILS C4.1 PRELIMNARY UTILITY PLAN C5.1 PRELIMNARY PLAT L2.1 PRELIMINARY LANDSCAPE PLAN REVISION HISTORY DATE PM51ON REVIEW 12/20/04 STAFF COMMENTS—#2 PROJECT MANAGER REVIEW BY.. 5TMSJ0HN5T0N DAM 12/20/04 CERTIFICATION I hereby cal that this plan was prepared by me, or under my direct supemson, and Mat I am a duly Licensed Professorial &ngineer under the liw9 of the state or MINNESOTA. Stephen M. Johnston "etranon No: 18914 DATE: 12/20/04 51111 shown is a d lil l reproduction of anginal. Wet signed copy of Me plan on tine at Landform En ineermg Compar y offices and o avoidable upon request. REVISED PRELIMINARY SUBMITTAL DECEMBER 20, 2004 PROJECT: YOBERRY FARM CHANHASSEN, MN LANDFORM MINNEAPOLIS -PHOENIX 510 First Avenue North, 5343 North 16th Street, Butler North Building, Suite 650 Madison Square, Suite 460 Minneapolis, MN 55403-1610 Phoenix, AZ 85016-3234 Phone 812-252-9070 Phone 602-952-9154 Fax 812-252-9077 Fax 602-952-9155 www.landform.net FILE NAME COO1T513.DWG CALL. 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IF ANY DISCREPANCIES ARE NOTED, THE ENGINEER SHOULD BE IMMEDIATELY NOTIFIED FOR RESOLUTION. EMBDEMOLITION NOTES I. ALL NECESSARY PERMITS FOR DEMOLITION SHALL BE OBTAINED BY THE CONTRACTOR PRIOR TO BEGINNING WORK. 2. CONSTRUCTION ENTRANCE AND SILT FENCE (SHEET C3.1) SHALL BE IN PLACE PRIOR TO DEMOLYfION OPERATIONS. CONTRACTOR SHALL PROTECT ALL ADJACENT LANDS FROM DAMAGE DURING DEMOLITION WORK. ANY OFF-SITE AREAS DI5IURBED SHALL BE RETURNED TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION. 3. NO DEMOLITION MATERIALS SHALL BE DISPOSED OF ON-SITE. ALL DEBRIS SHALL BE HAULED OFF-SITE TO A DISPOSAL AREA APPROVED BY THE STATE OF MINNESOTA FOR THE HANDLING OF DEMOLITION DEBRIS, 4. ALL STRUCTURES NOT LABELED FOR DEMOLITION SHALL BE PROTECTED FROM DAMAGE DURING ALL PHASES OF CONSTRUCTION. ANY DAMAGED STRUCTURES THAT ARE TO REMAIN SHALL BE REPAIRED BY THE CONTRACTOR TO A CONDITION EQUAL TO OR BETTER THAN THE EXISTING CONDITION AT NO ADDITIONAL COST. 5. NECESSARY BARRICADES, SUFFICIENT LIGHTS, SIGNS AND OTHER TRAFFIC CONTROL METHODS AS MAY BE NECESSARY FOR THE PROTECTION AND SAFETY OF THE PUBLIC SHALL BE PROVIDED AND MAINTAINED THROUGHOUT THE LIFE OF THE PROJECT, 6. CONTRACTOR SHALL NOTIFY ENGINEER OF DISCREPANCIES BETWEEN PLANS AND FIELD CONDITIONS. REMOVE ALL EXISTING PAVING THAT CONFLICTS WITH PROPOSED PAVING, GRADING, STRUCTURES, ETC. 7. CONTRACTOR TO COORDINATE ALL UTILITY RELOCATIONS/REMOVALS WITH THE APPROPRIATE UTILITY COMPANIES. RELOCATION OF UTILITY POLES SHALL BE COORDINATED WITH THE LOCAL UTILITY COMPANIES. PROVIDE UNINTERRUPTED SERVICE TO ALL NEIGHBORING BUILDINGS 0. THE LOCATIONS, SIZES AND TYPES OF ALL EXISTING UTILITIES, SUCH AS WATERMAINS, SEWERS, ETC. AS SHOWN ON THESE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMATION AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER AND OWNER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THE LOCATIONS SHOWN. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTACT ALL UTILITY COMPANIES 72 HOURS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION AND HAVE THEIR FACILITIES LOCATED IN THE FIELD PRIOR TO ANY WORK BEING DONE. CONTRACTOR SHALL CONTACT UTILITY LOCATION SERVICE -PRIOR TO COMMENCEMENT OF WORK. q. REMOVE EXISTING STRUCTURES, COLUMNS, CANOPIES, FOOTINGS, FOUNDATIONS AND ANY ASSOCIATED CONSTRUCTION IN ITS ENTIRETY. EXISTING MATERIALS ARE TO BE REMOVED FROM THE SITE IN ACCORDANCE WITH ALL LOCAL, COUNTY, STATE AND FEDERAL REQUIREMENTS. ABATEMENT OF ANY MATERIALS DETERMINED BY THE ENVIRONMENTAL ENGINEER TO BE HAZARDOUS ARE 70 BE REMOVED IN ACCORDANCE WITH THEIR RECOMMENDATION. 7= LEGEND SHEET TITLE CO.I REMOVE STRUCTURE EXI57NG CONDITIONS AND DEMOUTION PLAN REMOVE BITUMINOUS ® REMOVE GRAVEL ® REMOVE UTILITY ElTREE(S) PRELIMINARY PLAT 70 BE REMOVED 0 60 120 NORTH , %:%== SCALE IN FEET OWNERS/DEVELOPERS YOBERRY FARMS, LLC BILL COFFMAN 7105 HAZELTINE BLVD. EXCELSIOR, MN 55331 (612) 202-0692 DAVID HURRELL 7460 BENTBOW TRAIL CHANHASSEN, MN 55331 KAREN WEATHERS CITY 7235 HAZELTINE BLVD EXCELSIOR, MN 55331 MINNESOTA NOTES CIVIL SHEET INDEX SHEET TITLE CO.I CIVIL TITLE SHEET CI.1 EXI57NG CONDITIONS AND DEMOUTION PLAN CL2 PRELIMNARY TREE INVENTORY C3.1 PRELIMINARY CRADING & EROSION CONTROL C3.2 PRELIMNARY GRADING DETAILS C4.I PRELIMINARY UTILITY PLAN C5.1 PRELIMINARY PLAT L2.1 PRELIMINARY LANDSCAPE PLAN REVISION HISTORY DATE KM510N RENEW 12/20/04 STAFF COMMENT5-#2 PROJECT MANAGER REVIEW t1Yx STEVE JOHNSTON DATE 12/20/04 CERTIFICATION I heroby Gerdy that this Plan was prepared by me, or, under my d,i supemsnn, and that I am a duy Licensed Profaitt l filglneer under tine i of the State of MINNESOTA, Stephen M.Johnston Registration No: 18914 DATE: 12/10/04 5gnature shown Is a dIi rcProdl/cnon of 019ni Wet signed Copy of this plan on file at landform Engineering Company olli and a awitable upon request. REVI5ED PRELIMINARY SUBMITTAL DECEMBER 20, 2004 PROJECT: YOBERRY FARM CHANHASSEN, MN LANDFORM MINNEAPOLISPHOENIX 510 Firat Avenue North, 5343 North 16th Street, Butler North Building, Suite 650 Madison SquareSuite 460 Minneapolis, MN 55403-1610 Phoenix, AZ 85016-3234 Phone 612-252-9070 Phone 602952-9154 Fax 612-252-9077 Fm 602-952-9155 www.landform.net FILE NAME C101T813,DWG PROJECT NO. 7504013 EXISTING CONDITIONS & DEMOLITION PLAN c0 © LANDFORM 2004 I TREE PRESERVATION SUMMARY _. TAG NO. CIA MGHES15 COMMON NAME SCIENTIFIC NAME t 12 ELM ELM ULMUS SP.12 ULMUS SP. 712164 14 ASH FRAXINUS TR 65 21 ASH FRAXINUS TR 166 16 ASH FRAXINUS T12167 16 ASH FRAXINUS TR7 17 ASH FRAXINUS TRIO 12 ELM FRAXINUS R 16 MAPLE ACER SP. TR 10 12 ASH A ER 5P. TRII 5 CEDAR P. TR 12 16 ASH R TRU 12 MAPLE ACER TR 14QUERCUS 12 BOXELDER SP. TR 15 6 L L P. TR 16 13 60XELDER FRAXINUS TR 17 12 --ASH- FRAXINUS TRIG 12 1 ELM R SP. TR19 12 M LE ACER SP. tR20 12 MAPLE ACER SP. TR21 21 MAPLE ACER SP. TP -22 12 MAPLE ACER SP TR23 13 OAK QUERCUS SP. TR24 14 OAK QUERC 7R25 15 OAK QUERCUS 5P. TR26 12 ASH FRAXINUS TR27 13 OAK QUERCUS SP. TR28 14 OAK QUERCUS Sp. QUERCUS SP. TR29 ASN OAK TRII QUERCUS SP. TR30 TINA OAK QUERCUS SP. TR31 25 OAK QUERCUS SP. TP32 34 OAK QUERCUS SP. TI 12 HACKBERRY CELTIS ACCIDENTALIS TR34 n ASH FRAXINUS 1835 12 MAPLE ACER SP. TP36 13 ASH FRAXINUS TR HIS TR37 12 ASH FRAXINUS T12I9q TR35 L3 BLACK CHERRY PRUNUS SEROTINA TR3q II ASH FRAXINUS TR40 15 SPRUCE PICEA SP. TR41 12 SPRUCE PICEA SP. TR42 20 OAK QUERCUS SP. TR43 3 MAPLE ACER SP. TR44 13 OAK QUERCUS SP. 1R45 13 MAPLE ACER SP. 7846 12 OAK QUERCUS SP. TP47 17- MAPLE ACER SP. TR45 25 MAPLE ACER SP. TR4q 17 MAPLE ACER SP. TR50 13 MAPLE ACER SP. TIZ51 Iq ASH FRAXINUS TR52 13 HACKBERRY CELTIS_ACCIDENTAUS TR53 12 MAPLE ACER SP. TR54 14 OAK QUERCUS SP. TR55 12 OAK QUERCUS SP. T956 20 ASH FRAXINUS TR57 12 ASH FRAXNUS TR55 20 OAK QUERCUS SP. TR5q KI ASH FRAXINUS TR60 40 14ACKBCRRY CELTIS ACCDENTALIS TR61 13 ASH FRAXINUS TP62 17 OAK QUERCUS SP. TR63 15 OAK QUERCUS 5P. TR64 16 OAK QUERCUS SP. TR65 16 ASH FRAXINUS TII 14 ASH FRAXINUS TP67 13 ASH FRAXINUS TR65 ACER NEGUNDO OAK QUERCUS SP. TR69 ACER NEGUNDO OAK QUERCUS SP. TR70 ACER NECUNDO OAK QUERCUS SP. TR71 ACER NECUNOO MAPLE ACER SP. T12,72 FRAXINUS OAK QUERCUS SP. TR73 14 MAPLE ACER SP. TR74 17 TR559 FRAXNUS TP -75 13 ASH FRAXINUS TP76 OMAPLE TP562 T2563 ACER SP. TR77 12 TR564 ULMUS SP. TR75 _-II OAK QUERCUS SP. T27q 13 TR566 FRAXINI TR80 24 OAK QUERCUS SP. TR81 51 OAK QUERCUS SP. TP82 25 SPRUCE PICEA SP. TR53 21 OAK QUERCUS SP. TR84 14 BOXIELPER A C R NEGUNDO TR55 15 TR405 12 TR56 2BOXELpeg TR573 ACER NEGUNOO FP87 4 TP574 12 TR88 27 TQ575 13 TR8q 26 TP576 75 TRgO ? DOXELUER ACER NECUNDO TRgI 26 TR578 60 TR92 5 712579 12 TR93 23 Xi ER ACER NEGLN(20 TRg4 12 TiI 0 TRg5 12 BOXE PER ACER NECUNDO T296 13 BOXELVeR ACER NI TRg7 18 E R 114UJA SR. TR95 20 CEDAR THUJA 52. TI 12 BOXELOEIR ACER NEGUNDO TR100 12 ASH FRAXINUS TR 101 10 PINE PINUS SPP. TR102 II PINE PINUS SPP. TR103 13 BOXELDER ACER NECUNDO TR 104 12 ELM ULMUS SP. TR105 15 ELM ULMUS SP. TP -106 14 PDXPLOPR ACER NECUNDO 7R 107 14 ELM ULMUS SP. TP108 13 SOME I VER ACER NEGUNOO TR109 12 Tli ACER NEGUNDO TRIO 12 F30XPI QIPQ ACER NECUNDO 712111 12 BOXEL I ACER NEGUNDO Tkw7_- -TC- BOXELDER ACER N TR 113EGUNI ACER NEC11ND0 TP600 NECUNDO 78114 ACER NECUNDO ELM ULMUS SP. TR115 ACER NEGUNDO ELM ULMUS SIP, 1R 116 ACER NEGUNOO XEL ER ACER NEQUI __TR 117 Ij BOXELDER ACER NEGUNDO TRI ACEIR NEOUNPO BOXELDER ACER NECUNDO TR119 ACER NECUNDO ASH FRAXINUS TRI20 FRAXINUS 13OXELPK ACER NEGUNDO TR 121 QUERCUS SP. BOXELOER ACER NEOUNDO 712122 I z BOXELDER ACER NEGUNOO 71212316 ACER NEGLINDO BOXELDER ACER NECUNDO 712124 QUERCUS SP. BOXELDER A ERN UNDO 712125 QUERCUS SP. BOXELDER ACER Ni 712126 QUERCUS 5P. COTTONWOOD POPULUS DELTODIES TRY27 QUERCUS 5P. 1301 ACER NECUNDO TR:28IV QUERCUS 5p. SPRUCE PICEA SP. TR 429 7 CEDAR THUJA SP. ACER NEGUIDO TRW 10 CEDAR THUJA SP. TR131 4 SPRUCE PICEA SP. TR 132 12 14 CEDAR THUJA SP. 712133 10 SPRUCE PICEA SP. TR134 r BOXELDER ACER NECUNDO TIZ135 14 BOXELDER ACER NEGUNOO 712136 Cz BOXELDER ACER NEGUNDO TR137 IR BOXELDER ACEIR NEGUND 712138 13 ELM L&MU5 SP. 712139 12 BOXELDER ACIER NECUNDO TR 140 f7 ASN FRAXINUS TR 141 r7 BOXELDER ACER NECUNDO TR142 12 CEDAR THIUJA SP, TR 43 12 BOXELDER ACER NEGUNDO TR 144 12 ELM ULMUS SP. TR145 24 BOXELDEP QUERCUS SP. 712146 a BOXELDER ACER NEGUNPO 112 147 12 OAK QUERCUS SP. 712148 24 ELM ULMUS SP, TR149 12 BOXELDER Ai NIECUNPO TZ150ELM 25 K ULMUS 5P. TR 151 _T4__ BOXCLOCR ACER Ni 712152 24 EL ER ACER Ni 18153 15 L ER ACER NEGUNDO TR 154 7 E ACER NEGUNDO TR155 IQ BOXELDER ACER NI TR 156 __TP _157 14 BOXELDCR ACER NEGUNDO ALI a I DOXeLPER ACER NECUNDO TP155 IBoxewcp BOXELDER ACER NECUNDO TP159 14 BOXELOEIR Ai NI 712160DER ACER NEGUNOO _LM ACER NECUNOO TR 161 1 14 ELM TAG NO. DIA. INCHES SON NAME SCIENTIFIC NAM TR162 _ -TR 163 12 BOXELDER BOXELDER ACER NEGUNDO ACER NECUNOO 712164 17 ASH FRAXINUS TR 65 12 BOXELDER ACER NECUNDO TR 166 17 BOXELDER ACER NEGLINDO T12167 12 ELM ULMUS SP. TR 168 12 BOXELDER ACEP NeGUNVO TRII 12 ELM LA -MUS SP, TR170 16 MAPLE ACER SP. TRI71 12 ASH FRAXINIUS T12172 5 CEDAR THUJA SP. TR 173 16 ASH FRAXINUS TR 174 16 BOXELDER ACER NECUNOO 712175 12 BOXELDER ACER NECUNOO T12176 6 BOXELDER ACER NEGUNOO TR 177 13 60XELDER ACER NEQUI TR 178 12 BOXELDER Ai sII TRII 12 1 ELM ULMUS SP. TROD 12 1 ASH FRAXINUS TR 01 12 1 ELM ULMUS SP. TR 182 12 1 ELM ULMUS SP. TR 183 12 1 ELM ULMUS SP. T2184 13 ELM ULMUS Sp. TR 185 14 ELM ULMUS SP, T12156 15 OAK QUERCU5 SP, T12187 12 OAK QUERCUS SP, TRI85 13 OAK QUERCUS SP. TROq 14 OAK QUERCUS Sp. TR 190 13 ASN FRAXtNUS_ TRII 14 BLACK CHERRY TINA TR 192 20 ASH FRAXII TRI95 13 13 ELM 11 I'llis SP, TR 194 BOXELOER 12 ASH FIRAXINUS TR 195 n OAK ,. TR 196 12 ASH 16 TR 197 13 ASH FRAXINUS TR HIS ACER NEGUNDO 12 ASH FeAXNUS T12I9q TR361 L3 ASH FRAXINU5 TR200 II CEDAR THUJA SP. T2201 14 BOXELDER ACER NEGUNOO T12202 12 BOXELDER ACIER NEGUND TR203 20 WILLOW SALIX SPP,_ TP204 3 CEDAR THUJA 5P. TR205 13 ELM ULMUS Sp._ TR?O6 13 ASH FRAXINUS T12207 12 ASH FRAXINUS 712208 26 1 MAPLE ACER SP. TR2 9 15 WILLOW SALIX SPP. T12210 N WILLOW _ SALIX SPP. TR211 13 BOXELDER ACER NECUNDO TR212 Iq MAPLE ACER 5P. TR213 13 MAPLE ACER SP. TR214 12 ELM ULMUS SP. TR215 13 OAK _ QUERCUS SF. TR ?% 34 OAK QUERCUS SP. TR_7g 14 BOXELDEQ ACER NEGUNDO TR380 12 MAPLE ACER 5P. TR381 20 BLACK CHMY PRUNIUS S ,SNA TR382 13 TR544 ULMUS SR TP221 40 MAPLE _ ACER SP. TR384 13 BLACK CHERRY PRUNUS EROTINA TR223 12 ASH FRAXINUS TR224 15 ELM ULMUS SP. 5 16 BOXEL12ER ACER NEGUNDO BOXELDER 7 17 BOXEI ACER NEGUNDO II 7 n ACER NEGUNDO PRUNUS SEROTNA II 13 BOXELDER ACER NEGUNDO TR22q 23 BOXIELDER ACER NEGUNDO TR230 20 BOXELDER ACER NECUNDO TR555 16 BOXELDER ACER NECUNOO TR232 12 BOXIELDE2 FRAXINUS TR233 6 WIL.LOW SALIX SPP. T 234 12 BOXELDER ACER NECUNDO TR559 18 BOXELDER ACER NEGUNDO TQ236 60 ASH FRAXINUS TP562 T2563 14 ELM ULMUS SP. TR564 15 ASH FRAXINUS TII 13 ASH FRAXINUS TR566 15 BOXELDER ACER NEGUNDO TR567 12 MAPLE ACER SP. TP568 13 OAK QUERCUS SP. TR569 12 BOXELOER ACER NECUNDO TR570 0 ASH FRAXNUS TR571 13 COTTONWOOD - POPULUS DELTOIDIES TR405 12 COTTONWOOD POPULUS DELTOVIES TR573 12 COTTONWOOD POPULUS Lt IDIES TP574 12 COTTONWOOD POPULUS DELTODIE5 TQ575 13 ASH FRAXINUS TP576 75 COTTONWOOD POPULU5 DELT_OIDIES TR577 12 BOXELDE12 ACER NECUNDO TR578 60 COTTONWOOD POPULUS DELTODIES 712579 12 1301 ACER NECUNDO TR580 IB BOXELOER ACER NEG 'O TiI 0 BOXELDER ACER NEGUNOO T124 18 20 ASH FRAXNUS TI 22 ASH FRAXINUS TII 32 BOXELDER ACER NEGUNDO TR555 12 B ELDER ACER NEG -- _ Q TP586 15 ASH FRAXINUS TR587 3 HACKBERRY CELTS ACCIPENTAILS Tli 12 VOXELOER ACER NECUNDO TR58q 14 BOXELDER ACER NEGUNDO TR590 8 ASH PRAXINUS T12497 1 14 ELM LLMUS SP TI 12 ASH ULMUS TR593 12 ASH FRAXINUS TII IS ASH ULMUS TR595 15 ASH ULMUS Tli 24 ASH ACER NECUNDO TR597 2 BOXELPeR ACER NEGUNOO TP -595 12 BOXELOER ACER NEGUNDO TR59q 2 BOXELDER ACER NEC11ND0 TP600 12 BOX L ER ACER NECUNDO T'I12 8 BOXELDER ACER NEGUNDO TR602 12 BOXELDER ACER NEGUNOO T12777 12 BOXELDER AC R. NECUNPO Tli 12 B XE DER ACEIR NEOUNPO TII 12 BOXELDER ACER NECUNDO T12280 14 H FRAXINUS T2?FSI 24 OAK QUERCUS SP. T12282 12 ASH FRAXINUS Tli 12 LDER ACER NEGLINDO TP610 4 OAK QUERCUS SP. TR447 10 OAK QUERCUS SP. TP612 I q K QUERCUS 5P. TR449 44 OAK QUERCUS 5P. TR255 24 OAK QUERCUS 5p. TR28q r2 AK QUERCUS SP. 712290 In 511 ACER NEGUIDO TR291 12 BOXELDER ACER NEGUNDO TR2g2 4 DOXEILIPeRACER NECUNIDO 712293 T12294 12 14 XELpeR BOXELDER ACK NEGUI ACER NEGUM!"JO TR29512 10 ELM ULMUS SP._ TR296 r ELM ACER NEG Ti 19 BOXELDE-12 ACER NEGUJDO TR298 12 13OXCLOCP ACER NEGUNDO TR29q IR ELM ULMUS SP. TR300 13 BOi ACER NEGUrJD T12301 12 ASH FRAXNUS 712302 f7 OAK QUERCUS SP. TR303 r7 OAK QUERCUS SP. TII 12 BOXIELVeR ACER NCGUNPO Tli 12 BOXELDER ACER NEGUNDO Tli 14 ASH FRAXINUS T2307 24 OAK QUERCUS SP. TR633 a H FRAXINUS T2_lnq 12 801 ACER NEGUNOO T12310 24 OAK QUERCUS SP. TT47? 12 6 _K QUERCUS SP. TR312 25 K QUERCUS SP. T2113 14 K QUERCUS SP. TR314 24 OAK QUERCUS SP. TR365 15 OAK QUERCUS 5P. 712477 7 BO L R ACER NEGUNOO 712478 IQ BOXELDER ACER NEGUNOO R479 a BOXELDER ACER NEGUNDO ALI a I XEL ER ACER NEGUJDO TR461 ACER NEGUNDO BOXELDER ACER NEGUNDO TR482MAPLE ACER NECUNOO TR 01 ULMUS SP. TR4F51 ACER NEGUNOO _LM ACER NEGUNDO TAG NO. INCHES COMMON NAME SCIENTIFIC NAME 18323 TP324 17 13OXE-LDER BOXELDER &CER NECUNDO &CER NEGUNDO T2325 17 ASH FRAXINUS TR326 12 BOXELDER ACER SP. I TQ327 17 BOXELDER ACER NEGLINDO T12328 12 ELM ULMUS SP. TR32q 12 BOXELOE12 ACER NEG NPO TII 8 ELM Ui SP, 712331 6 MAPLE SP TR332 I ASH PRAXINUS TP333 17 CEDAR THUJA SP. TR334 9 ASH FRAXINUS TR335 16 BOXELDER ACER NEGUNDO TR336 9 BOXELDER ACER NECUNDO TR337 I BOXII ACER NI TR335 19 HONEYLOCUSI ACER NEGUNDO TR339 18 PINE PINIUS SP T12340 0 P E PINUS SP. TR341 46 OAK QUERCUS SP. TR342 44 OAK QUERCUS SP. TIZ343 15 ASN FRAXINUS TR344 25 LARCH LARIX TR345 55 OAK QUERCUS SP, TR346 20 PINE PINS 5P. TR347 25 PINE PINUS SP. T9345 8 SPRUCE PICEA 712349 45 OAK SP, TP350 20 PINE __A2UERCUS PINUS SP. TR351 22 ELM UiSP. TP352 2q ASH FRAXINUS TR353 16 ASH FRAXII TR354 13 BOXELDER Ai NEGUNDO TR 55 35 BOXELOER ACER NEGUNOO T56TR356 40 BOXELDER ACER NECUNDO TR357 35 BOXELDER ACER NEGUNDO TR355 16 BOXELDER ACER NEGUNOO TR35q 24 BOXELDER ACER NEGUNDO TR360 25 BOXELDER ACER NECUNDO TR361 12 BOXELDER ACER NeCUNOO TR362 36 BOXELDER ACER NEGUNDO TR363 12 BOXELDER ACER NECUNDO TR364 12 BOXELOER ACER NEGUNDO TR365 13 BOXELDER ACER NEGUNDO 712366 13 BOXELDER ACER NECUNDO TR367 14 BOXELDER ACER NEGUNDO TR368 12 BOXELDER ACER NEGUNDO TR369 18 BOXELDER ACER NEGUNDO O 13 BOXELDER ACK NEGUNDO TR 71 12 BOXELDER ACEIR NECUNPO TR372 12 BOXELDER ACER NEGUNDO T2373 17 BOXELDER ACER NECUNDO TR374 13 13OXELDCR ACER NEGUNOO 712375 60 BOXELDER ACER NECUNDO TR376 19 BOXELDER ACER NEGUND TIZ377 21 BOXELDER ACER NEGUNOO TR378 24 DQXEL12CR ACER NEGUNDO TR_7g 12 ELM ULMUS SP. TR380 18 CIEPAR JUNIPERUS SP. TR381 12 ELM ULMUS SP. TR382 22 TR544 ULMUS SP. 712383 12 ELM ULMUS SP. TR384 7 TR546 A R UN 0 TIZ355 10 BOXELDEIR ULMUS SP. TR356 6 Eli ACER SEGUNDO BOXELDER 6 BOXIELDEP ACER NEGUNDO BOXELDER 7 BOXELDER ACER NEGUNDO TR38q II T2.55 11 BOXELDE12. ACER NEGUNDO AGER NEGUNDO II 10 BOXELDER ACER NEGUNDO TR553 6 BOXIELDER ACER NECUNDO TR3g2 6 BOXELDER ACER NEGUNDO TR555 10 BOXELDER ACER NEGUNDO TR394 6 BOXIELDE2 ACER NECUNDO TR395 8 BOX LRER ACER NEGUNDO TR558 12 BOXELDER ACER NECUNDO TR559 6 BOXELPER ACER NECUNDO T9560 TR561 0 BOXELOER ACER NEGUNDO TP562 T2563 12 BOXELPER ACER NECUNDO TR564 7 BOXELDER ACER NECUNDO T12401 12 BOXELDER ACER NEGUNDO TR566 10 BOXELDER ACER NEGUNDO TR567 10 BOXELDER ACER NEGUNDO TP568 6 BOXELDER ACER NEGUNDO TR569 6 BOXELOER ACER NECUNDO TR570 6 BOXELDER ACER NECUNDO TR571 6 BOXELDER ACER NECUNDO TR405 10 ASH FRAXINUS TR573 10 BOXELDIER ACER NECUNDO TP574 II BOXELPER ACER NEGUNOO TQ575 10 EIOXI ACER NEGUNDO TP576 12 BOXELDER ACER NEGUNOO TR577 12 BOXELOI ACER NEGUNDO TR578 12 BOXIELIDER ACER NEGUNDO 712579 6 BOXELDEP ACER NEGUNDO TR580 6 BOXELDER ACER NEGUNDO T2417 1 10 BOXELDER ACER NEGUNDO T124 18 8 BOXELDER ACER NEGUNDO TI 10 BOXELDER ACER NEGUNDO TR584 7 ASH FRAXINUS TR555 10 BOXELDER ACER NEGUNDO TP586 6 BOXELDER ACER NEGUNDO TR587 7 BOXELDER ACNECUNDO TR585 10 BOXELDER ACER NEGUNDO TR58q 9 BOXELDER ACER NEGUNDO TR590 10 BOXELDER ACER NEGUNOO T12497 1 8 ASH FRAXINUS TI 7 ELM ULMUS TR593 8 ELM ULMI TII 12 ELM ULMUS TR595 10 ELM ULMUS Tli 8 BOXELDER ACER NECUNDO TR597 10 ELM ULMUS TP -595 7 ELM ULMUS TR59q 15 ELM ULMUS TP600 8 ELM ULMUS TR601 8 BLACK CHERRY PRUMUS SERO TR602 9 ELM ULMUS TR603 12 BLACK CHERRY PRUNUS sEgonNA TR604 8 BLACK CHERRY PRUNUS SEROTNA TR605 12 BLACK CHERRY 8 T2449 20 CRABAPPLE MALLS SP. T12443 10 MAPLE ACER SP. T2444 5 MAPLE ACEIR SP. TR609 10 ELM ULMUS TP610 q ELM ULMUS TR447 10 BLACK CHERRY PRUNUS SEROTINA TP612 I q ELM ULMUS TR449 20 BLACK CHERRY ACER NEGUNPO TIZ450 7 ELM ULMUS TR451 r2 ELM ULMUS TR452 q ELM ULMUS T12453 10 ELM ULMUS 712454 11 CLM ULMUS TR455 18 BOXELDER ACER NEGUNDO TR456 10 OAK QUERCUS SP, TR457 r ELM ULMUS 712458 10 OAK QUERCUS TR459 12 OAK QUERCUS SP. TR460 11 OAK QUERCU5 SP, TR461 A BLACK CHERRY PRUNUS SEROTINA TR462 10 BLACK CHERRY PRUI SEROTINA TR463 7 ELM ULMUS TR464 2o BO L ACER NECUNDO T9629 10 13OXII ACER NEGUNDO Tli 10 OAK QUERCUS SIP, TR631 2 BOXELDER ACER NEGUNDO T2468 12 ELM ULMUS TR633 a ELM ULMUS TR634 II ELM ULMUS T9635 10 OAK QUERCU5 5p, TT47? 10 BOXELOER ACER NEGUNDO IR4M 11 BOXELDER ACER NEGUNDO T2474 10 BOXELDER ACER NEGUNDO TR475 20 DOXELDER ACER NEGUNDO 71247612 6 DOXELOK ACER NEGUNDO 712477 7 BOXELDER ACER NEGUNDO 712478 IQ BOXELDER ACER NEGUNDO R479 a BOXELDER ACER NECUNDO TR480 a I CRABAPPLE MALLS 5P, TR461 ACER NEGUNDO CRABAPPLE MALLS SP, TR482MAPLE ACER NECUNOO TR 01 spe TR4F51 ACER NEGUNOO _LM ULMUS TAG NO. INCAS COM'1ON NAME NPSNAME TR484 TR455 BOXELDER MAPLE ACER SP. TP456 II MAPLE ACER SP. T12487 TR488 9 MAPLE T ACER SP. I 712489 8 ASH FRAXNUS TR4g0 8 ELM ULI'li 517. TR4gl 9 OAK T9812 T2492 8 MAPLE: ACER 5P. TR4g3 6 ASH FRAXNUS 712494 6 ASH • TR4g5 17 ASH A N TR4g6 9 AK FRAXNUS TR4g7 7 ASH FRAXINUS TR498 9 ASH FRAXNUS TR499 cl ASH FRAXINUS TR500 5 ASH ACER NEGUNDO TR501 5 1 ASH FRAXINUS TR502 7 ASH FRAXINUS TR503 7 OAK UUEI 5P. TR504 YU MAPLE ACER SP. TR505 9 ASH FRAXNUS TR506 8 DOXIELLIEk ACER NEGUNDO TR -507 8 A THUJA SP. TR508 9 ASH FRAXNUS TR50q 9 ASH FRAXINUS 712510 8 BOXELDER ACER NEGUNDO TR511 10 ASH FRAXINUS TR512 8 POPLAR POPULUS SP. T12513 6 POPLAR POPULUS SP. TR514 7 POPLAR FRAXNUS POPULUS SP. TR515 7 POPLAR TR675 POPULLIS SP, TR516 8 POPLAR POPULUS SP. 712517 8 MAPLE ACER SP- TR518 5 MAPLE ACER SP. TR51q 7 BOXELDER ACER NEGUNDO TR520 8 OAK QUERCUS SP. TR521 5 MAPLE ACER SP. TR522 FRAXINUS MAPLE ACER SP. TR523 7 H Y PRUNUS 5E-90TINA TR524 6 MAPLE ACER SP. TR525 9 MAPLE ACER SP. 712526 q MAPLE ACER SP. TR527 10 BLACK CHERRY PRUNUS SE IN TR525 1 20 BOXELVE12 ACER NEGUNOO TR529 6 BOXELDER ACER NEGUNDO TR530 6 BOXELDER ACER NEGUNDO TR531 15 BOXELDER ACER NEGUNDO TR532 6 BOXELDER ACER NEGUNDO TIZ533 II BOXELDER ACER NEGUNDO TR534 10 BOXELDER ACER NECUNDO TR535 12 BOXELDER ACER NECUNOO TR536 8 ASH FRAXINUS T12537 8 ELM ULMU5 SP. TIZ538 1 30 BOXELDER ACER NECUNDO 712539 1 8 ASH FRAXNUS TR540 7 TR700 -PRONUS-SER-011IIA T 541 20 ASH FRAXINUS TR542 q ASH FRAXINUS TR543 10 ASH FRAXNUS TR544 12 ASH FRAXNUS TR545 7 T12705 PRUNUS SEROTINA TR546 18 CRABAPPLE MALUS SP. TR547 7 ASH FRAXNUS TR545 8 BOXELDER ACER NECUNDO T1254q 15 BOXELDER ACER NEGUNDO TR550 q BOXELDER ACER NECUNDO T2.55 11 7 BOXELDER AGER NEGUNDO TR552 10 BOXELDER ACER NECUNOO TR553 q BOXELDER ACER NEGUNDO 712554 7 BOXELDER ACER NEGUNDO TR555 14 CRABAPPLE MALUS SP. TP556 6 ASH FRAXINUS T12557 7 BOXELDER ACER NECUNDO TR558 10 BOXELDER ACER NEGUNOO TR559 10 BOXELDER ACER NEGUNDO T9560 TR561 8 PF_ BOXELDER CRABAPPLE ACER NEGUNDO MALUS SP. TP562 T2563 8 10 ASH BOXEI.DER FRAXNUS ACER NEGUNDO TR564 7 BOXELDER ACER NEGUNOO TR565 8 BOXELDER ACER NECUNDO TR566 B BOXELDER ACER NECUNI TR567 q BOXELDER ACER NEGUNDO TP568 20 BOXELDER POPULUS SP. TR569 25 BOXELDER POPULUS SP. TR570 8 BOXELDER POPULUS SP. TR571 9 13OXELPER POPULUS SP. TR572 10 BOXELDER ACE -2 NECUNDO TR573 8 BOXELPeR ACER NEGUNDO TP574 10 BOXIELPER ACER NEGUN TQ575 10 POPLAR POPULUS SP. TP576 9 BOXELOeR ACER NEGUNOO TR577 9 BOXIELDi ACER NEGUNDO TR578 7 POPLAR ACER NEGUNDO 712579 7 DOXEI ACER NEGUNDO TR580 II II POPLAR TP551 9 BLACK CHERRY PRUNUS SEROTINA TR582 10 BOXE-LOE12 ACER NEGUNDO TR553 10 BOXeLPER ACER NEGUNDO TR584 9 BOXELPER ACER NEGUNDO TR555 q TR742 6 TP586 7 BOXCLDEp ACER NEGUNOO TR587 II Bi ACER NECUNPO TR585 12 ASH F12AXINUS TR58q 6 TP746 7 TR590 9 BOXELPER ACER NEGUNDO T2591 9 BOXIELDER ACK Ni TI 10 BOXELPER ACER NECUNDO TR593 8 ASH FRAXNUS TII 7 BOXELDER ACER NEGUNOO TR595 8 ASH FRAXNUS TR596 20 BOXELDER ACER NEGUNOO TR597 20 BOXELDER ACER NeGUNOO TP -595 T12754 B TR59q 12 TR755 10 TP600 20 MAPLE ACER SP. TR601 10 ELM ULMUS SP. TR602 10 BOXELpeg ACER NI TR603 8 BOXELDER ACER NECUN p TR604 q Bi ACER NEGUNQQ TR605 q TR760 8 TR 06 7 ELM ULMUS SP. TP607 IQ BOXELDER ACER NEGUNDO TR608 7 BOXCLOE12 ACER NI TR609 10 BOXELDER ACeR NEGUNI TP610 q BOXCLOER ACER NI TR611 20 BOXELPER 10 TP612 I q TIZ767ASH -ACER _NEGUNVO TP613 7 BOXELDER ACER NEGUNPO TR614 q COTTONWOOD POPULUS PELT019 5 TR615 9 50AELPER ACER NECUNOO TR616 Es BOXIELPER ACER NEGUNDO TR617 q BOXELPER ACER Ni TR618 8 BOXELDER ACER I TRI In ELM ULMUS SP. T2620 AXNU _ 712775 TR621 A BOXELPER ACER Ni TP622 a BOXELDER ACER NEGUNDO TP623 FRAXINUS _ TIZ778 6 TIZ624 A ELM ULMUS SP. TP625 q ELM ULMUS SP. TR626 7 ELM ULMUS SP. TR627 10 ELM ULMUS SP. TR628 7 BOXI ACER NEGUNOO T9629 6 ELM ULMUS SP. TR630 10 ELM ULMUS SP. TR631 q ELM ULMUS SP. TR632 7 MAPLE ACER SP. TR633 a BOXELPER ACER Ni TR634 6 ELM ULMUS SP. T9635 10 ASH EPAXINU5 TR636 ACER NEGUNDO TR7q) q TR637 ACER NEGUNOO TR 10 TP638 9 MAPLE ACER SP. TRI 7 ELM ULMUS SP. TR640 6 BOXELPER ACER Ni 712641 9 TR796 5 TR642 4 ELM ULMUS SP. TP643 14 ELM ULMUS SP. TR644 ACER NEGUNDO TR qq CELTIS ACCIDENTALIS TAS NO. DIA Wg COMMON NAME SCIENTIFIC NAME TR 45 BOXELDER ASH FRAXNUS TR646 II ASH FRAXNUS 712647 ASN ASH FRAXNUS TIZ648 8 ASH FRAXNUS TR649 6 ASH FRAXNUS TR659 10 ASHAXNU T9812 TR651 7 ASH PRAXNUS 712652 6 ASH FRAXNUS TR653 BOXELDER ASH FRAXINUS TR654 17 ASH A N TR655 9 ASH FRAXNUS TR656 7 ASH FRAXINUS TR657 9 ASH FRAXNUS TR655 cl ASH FRAXINUS TR659 5 ASH FRAXNUS 712660 5 1 ASH FRAXINUS TR661 7 ASH FRAXINUS 712662 7 ASH PRAXNUS TR663 YU MAPLE ACER SP. TR664 9 ASH FRAXNUS T12665 9 ASH FRAXINUS TR666 6 CEDAR THUJA SP. TR667 7 ASH FRAXNUS TR668 7 ASH FRAXINUS TR669 5 BOXELDER ACER NEGUNDO 712670 7 BOXELDER ACER NEGUNDO TR671 6 ASH FRAXNUS TR672 a BOXELOER ACER NEGUNDO TP673 6 ASH FRAXNUS TP674 7 BOXELDER ACER NEGUNDO TR675 5 ASH PR XNUS TR676 7 BOXELOER ACER NEGUNDO TR677 8 BOXELOER ACER NEGUNDO TR675 7 BOXELOER ACER NEGUNDO TR679 II BOXELDER ACER NEGUNDO TR680 7 BOXELDER ACER NECUNDO TR681 ELM ASH FRAXINUS TP682 15 ASH FRAXINUS TP683 18 ASH FRAXNUS TR654 MAPLE ACER SP. TR655 8 BOXELDER ACER NEGUNOO T12656 10 ASH FRAXINUS 712687 7 BOXELDER ACER NEGUNOO TIZ685 7 ASH FRAXNUS TR659 7 1 BOXELDER ACER NEGUNDO TR6 0 7 ASH FRAXINU TR691 B - ASH FRAXNUS TR692 6 MAPLE ACER SP. 712693 10 BOXCLDE12 ACER NEGUNDO TR6g4 8 BOXELDER ACER NEGUNDO TR695 B BOXELDER ACER NEGUNOO TR6g6 10 BOXELDER ACER NEGUNOO 712697 6 OAK QUERCUS SP. 712698 7 BOXELDER ACER NEGUNDO TRI 7 WILLOW SALIX SP. TR700 9 ELM ELM ASH 712701 7 ASH FRAXINUS TIZ702 7 ASH FRAXNUS TR703 9 COTTONWOOD POPULUS DELTOIOES TP704 10 COTTONWOOD POPULUS DELTOIDES T12705 7 COTTONWOOD POPILLUS DELTOIOeS TP706 7 COTTONWOOD POPULUS OELTOIOES TR707 6 POPLAR POPULUS SP. TP708 8 POPLAR POPULUS SP. T1270q II POPLAR POPULUS SP. TP710 q POPLAR POPULUS SP. TP711 10 POPLAR POPULUS SP. TR712 10 POPLAR POPULUS SP. TP713 q POPLAR POPULUS SP. TII 9 POPLAR ASH POPULUS SP. TIZ715 8 POPLAR U POPULUS SP. TR716 B POPLAR POPULUS SP. TR717 7 POPLAR POPULUS SP. TP718 9 POPLAR POPULUS SP. TI 7 POPLAR POPULUS SP. TIZ720 q POPLAR POPULUS SP. TIZ721 q POPLAR POPULUS SP. T12722 10 POPLAR POPULUS SP. TR723 7 POPLAR POPULUS SP. TR724 8 POPLAR POPULUS SP. TR725 10 POPLAR POPULUS SP. TP726 10 POPLAR POPULUS SP. TP727 8 POPLAR POPULUS SP. TR725 9 I POPLAR POPULUS SP. TR729 a I POPLAR POPULUS SP. TR730 B POPLAR POPULUS SP. TP731 q POPLAR POPULUS SP. TIZ732 9 POPLAR POPULUS SP. TR733 10 POPLAR POPILLUS SP. T9734 8 POPLAR POPULUS SP. TR735 10 POPLAR POPULUS SP. TR736 10 POPLAR POPULUS SP. 712737 II POPLAR POPULUS SP. TR738 II POPLAR POPULUS SP. T1273q 7 1 POPLAR POPULUS SP. TR740 8 BOXELDER ACER NEGUNDO TR741 9 BOXELDER ACER NEGUNDO TR742 6 BOXELDER ACER NECUNOO TIZ743 6 BOXELDER ACER NEGUNDO TP744 q ASH XNUS _ TR745 8 ASH FRAXNUS TP746 7 BOXELDER ACER NEGUNDO TIZ747 6 ASN NUS TR745 9 ASH FRAXNUS TR749 q ASH FRAXNUS TP750 8 BOXELDER ACER NEGUNOO TR751 11 ASH FRAXNUS TR752 6 BOXELDER ACER NEGUNOO TR753 12 BOXELDER ACER NEGUNDO T12754 B ASH FRAXNUS TR755 10 BOXELDER ACER NEGUNDO TR756 7 ASN PRAXNU5 T2757 6 ASH FRAXNUS TR755 6 ASH FRAXNUS TR75g1 16 MAPLE ACER SP. TR760 8 ASH FRAXNUS T9761 8 ASH FRAXNUS TR762 II BOXELDER ACER NEGUNOO TR763 10 ELM Ui 5P. TR764 II BOXELOER ACER NEGUNOO Tli 18 BOXELDER ACER NEGUNDO TR766 10 ASH FRAXNUS TIZ767ASH FRAXNUS TR765 II ASH FRAXNUS TR769 ASH FRAXNUS 8770 I ASH A NU TR MAPLE ACER SP. TR772 MAPLE ACER SP. TR773 q ELM TIZ774 7 ASH AXNU _ 712775 BOXELDER ACER NEGUNOO TR776 20 BOXELDER ACER NEGUNDO TR777 ASH FRAXINUS _ TIZ778 6 ELM ULMUS SP. TR77g 7 1 HACKBERRY CELTIS ACCDENTALI TR7 BOXELDER ACER NEGUNDO _ TR781 MAPLE I ACER SP. _ T975 HACKBERRY CELTIS ACCIDENTALS 712783 10 HACKBERRY CELTIS ACCVENTAL15 TR784 9 ASH FRAXNUS TR755 I 13 IRONWOOD OSTRYA VIGINIAN f1 7 BOXELDER ACER NEGUNOO TR787 7 BOXELDER ACER NEGUNDO TR788 7 BOXELOER ACER NEGUNOO TP78q- BOXELDER ACER NEGUNDO 712790 8 1 BOXELDER ACER NEGUNDO TR7q) q BOXELDER ACER NEGUNOO TR 10 BOXELDEP ACER NEGUNDO TR7419 6 MAPLE ACER SP. TR794 q BOXELDER ACER NEGUNDO TR7 5 9 BOXELDER ACER NECUNDO TR796 5 BOXELOER ACER NEGUNDO TR7g7 q BOXELOER ACER NEGUNDO TR7g8 q BOXIELDER ACER NEGUNDO TR qq 7 BOXELDER ACER NEGUNDO T11 5 BOXELOER ACER NECUNOO TR 01 BOXELDER ACER NEGUNOO TP802 6 BOXELDER ACER NECUNOO TR893 BOXELDER ACER NEOUNDO TR 04 BOXELDER ACER NEGUNDO 71280- q BOXELDER ACER NEGUNDO TACs NO. DIA INI COMMON NAME SCIENTIFIC NAME YOBERRY CIVIL TITLE SHEET BOXELDER ACER NEGUNDO BILL COFFMAN 6 ASH FRAXINUS EXCELSIOR, MN 55331 PRELIMNARY GRADING DETAILS ASN FRAXINUS TRBpq 9__ ASH FRAXINUS 712810 CHANHASSEN, MN 55331 RA TR511 5 ASH- T9812 10 ASH FRAXINUS 712813 TR814 BOXELDER ACER NEGUNOO TRO15 b BOXELDER ACER NEGUNDO TR816 9 BOXELDER ACER NEGUINDO TR817 BOXELDER ACER NEGUNDO TRI 4 CRABAPPLE MALLS SP. TR81gFIRAXINUS TR820 5 IRONWOOD __05TRyA_vcFNpNv_ TR521 TR822 BOXELDER ACER NEGUNOO TR523 YU BOXELDER AGER NEGUNDO TR024 TR02s 5 TR026 BOXELDER ACER NEGUNDO TR027 10 BOXELDER ACER NEGUNDO TR02B 12 ASP- FRAXINUS tR82q BOXELDER ACER NECUNOO TR530 8 1 BOXELDER ACER NECUNDO T2831 q BOXELOER ACER NECUNDO TR032 BOXELDER ACER NECUNOO TR533 B BOXELDER ACER NEGUNDO TR034 II H Y IS TR835 9 BOXELDER ACER NECUNDO_ TRO36 8 BOXELDER ACER NEGUNDO TR537 12 BOXELDER ACER NEGUNDO TR835 6 TREI WO ASH FRAXINUS-- TR840 12 ASH __FQAxrN0T__ TR841 15 ELM Ui 5P. TR542 _dl __UUMU5_51P7_ TR843 TR844 I 712845 7 TR846 6 CRABAPPLE MALUS SP. TP847 9 1301 ACER NECUNDO TR848 15 BOXELDER ACER NEGUNDO TR84q 15 -ELM UI 5F1. TR850 18 CEDAR H J TR851 15 CEDAR _ T RU. TR852 CEDAR THUJA SP. TR853 20 TRO54 15 CEDAR THUJA TR855 II TR856 8 TR557 6 TR058 7 TR85q 7 ASH FRAXINU5_ TR560 7 _ TR861 10 T;2862 20 TR863 24 712864 9 ELM ASH _ P. TRAXTRUS TR065 6 TRO66 6 TREI 12 15 U -- _ XINUS TR565 TR8611 7 TR070 14 TRO7.1 9 ASH FRAXINUS NU TRO72 10 TR873 7 ELM UEM05-sp.- TR074 7 TR875 12 CRABAPPLE MALUS SP. TR876 10 _- TR077 8 TR578 14 TR879 7 -- - -- TR550 9 ELM- Ui.MU5 5P. TR881 10 712882 9 SOXELDER ACER NEGUNOO TR883 8 BOXELDER ACER NEGUNDO 712854 6 ASH PRAXINUS TR855 10 U TR886 9 BOXELDER ACER NECUNOO TR587 7 TR888 IS ELM ULMU5 5P. TR889 7 Ui 5P. T128g0 12 TR891 9 CRABAPPLE MALUS SP. TR892 7 TR8g3 B Tli 6 A3H_ FRAXINUS TR5g5 9 TP896 U 0 ULMU5 5P. TRBg7 7 =TREE PRESERVATION SUMMARY EXISTING BASE LINE CANOPY COVERAGE (EXCLUDED WETLAND AND BLUFF AREAS) MINIMUM CANOPY COVERAGE BASE ON LOW DENSITY RESIDENTIAL POST DEVELOPMENT BASE LINE CANOPY COVERAGE REQUIRED CANOPY TO MEET MINIMUM COVERAGE REPLACEMENT CANOPY 328,399 5F. X 1.2 = 394,079 SF. 3g4,07q SF./ 1,089 = 362 TREES TOTAL COVERAGE 394,07q SF. OR 362 TREES WILL BE PROVED TO MEET MINIMUM COVERAGE REQUIREMENT. SITE DEVELOPMENT REQUIREMENT ADDITIONAL I DECIDUOUS TREE PER LOT WILL ALSO Be PROVIDED. THIS REQUIREMENT WILL BE WAIVED FOR A LOT WITH A SUITABLE EXISTING TREE (MINIMUM 2.5" CAL.) IN AN APPROPRIATE LOCATION ON THE LOT. TREE PRESERVATION NOTES I. NO CLEARING EFFORTS SHALL BE STARTED WITHOUT THE CAREFUL COORDINATION WITH THE OWNER'S REPRESENTATIVE N ORDER TO UNDERSTAND WHICH TREES ARE TO BE SAVED AND/OR REMOVED 2. THE GRADING CONTRACTOR SHALL INSTALL SILT FENCE AND TREE PROTECTION FENCE PRIOR TO COMMENCING GRADING ACTIVITIES AND SHALL MAINTAIN SAID FENCE FOR DURATION OF CONSTRUCTION ACTIVITIES. SEE SILT FENCE TREE PROTECTION FENCE LIMITS ON C3.1 SHEET. UPON ESTABLISHMENT OF TURF THE CONTRACTOR SHALL REMOVE SILT FENCE AND TREE PROTECTION PENCE AND DISPOSE OFFSITE. 3. THE CONTRACTOR SHALL SCHEDULE THEIR OPERATIONS TO MINIMIZE THE DISTURBED AREA AT ANY GIVEN TIME. O LANDSCAPE REPLACEMENT NOTES I. WHEN PLANTING TREES, ONE (1) TREE 5HALL Be DEEMED TO PROVIDE ONE THOUSAND EIGHTY-NINE (1,089) SQUARE FEET OF REQUIRED CANOPY COVERAGE. 2. AREES MIUST Be FROM APPROVED LIST OF DESIRABLE SPECIES (PREFERENCE GIVEN FOR TREES DESIGNATED AS NATIVE. 3.NO MORE THAN ONE-THIRD (1/3) OF THE TREES MAY BE FROM ANY ONE (1) TREE SPECIES. 4.TREES SHALL AVERAGE AT LEAST TWO -AND -ONE -HALF-INCH CALIPER AND MAY BE A MINIMUM OF ONE -AND ONE -HALF-INCH CALIPER. 5.NOT LESS THAN TWENTY (20) PERCENT OF THE TREES SHALL Be CONIFERS. & CONIFER TREES SHALL AVERAGE SEVEN FEET AND SHALL BE A MINMUM OF SIX (6) FEET IN HEIGHT. 7.PLANT MATERIALS USED FOR THE REFORESTATION SHALL Be OF A SIMILAR SPECIES AS VEGETATION FOUND ON SITE. 5.TRE55 SHALL BE USED THAT ARE APPROPRIATE TO THE SOIL CONDITIONS FOUND ON SITE. 9.TRE55 SHALL Be FROM CERTIFIED NURSERY STOCK AS DEFINED AND CONTROLLED BY MINNESOTA STATUTE SECTIONS 18.44 THROUGH 18.61, THE PLANT PEST ACT. IO.TREES SHALL Be PLACE N CONTINUATION OF EXISTING STANDS OR IN NEW STANDS IN DESIRABLE LOCATIONS SUCH AS ALONG ROADWAY CORRIDORS, ON THE NORTH AND WEST PERIMETERS OF THE DEVELOPMENT, IN COMMON OPEN AREAS, IN BACKYARDS OF LOTS, OR ADJACENT TO PARK FACILITIES. IF COVERAGE AREA CHANGES BASED ON ADDITIONAL TREE INVENTORY, THE PLAN DEVELOPMENT WILL REFLECT THE CHANGES. 'AL 'KARL FOEI CRIMSON PYGM BARBERR CGfN IM MAPLE JUNIPER T�I'FICAL CUL-DE-SAC PLANTING NO SCALE KAREN WEATHERS CITY 7235 HAZELTINE BLVD EXCELSIOR, MN 55331 MINNESOTA NOTES CML SHEET INDEX OWNERS/DEVELOPERS TITLE YOBERRY CIVIL TITLE SHEET FARMS, LLC 45% PER ACRE BILL COFFMAN PRELIMINARY TREE INVENTORY 7105 HAZELTINE BLVD. 35% PER ACRE EXCELSIOR, MN 55331 PRELIMNARY GRADING DETAILS (612) 202-0692 14% PER ACRE C5.1 (21%32 PER ACRE (328,399 SF.) DAVID HURRELL PRELIMNARY LANDSCAPE PLAN 7460 BENTBOW TRAIL CHANHASSEN, MN 55331 TOTAL COVERAGE 394,07q SF. OR 362 TREES WILL BE PROVED TO MEET MINIMUM COVERAGE REQUIREMENT. SITE DEVELOPMENT REQUIREMENT ADDITIONAL I DECIDUOUS TREE PER LOT WILL ALSO Be PROVIDED. THIS REQUIREMENT WILL BE WAIVED FOR A LOT WITH A SUITABLE EXISTING TREE (MINIMUM 2.5" CAL.) IN AN APPROPRIATE LOCATION ON THE LOT. TREE PRESERVATION NOTES I. NO CLEARING EFFORTS SHALL BE STARTED WITHOUT THE CAREFUL COORDINATION WITH THE OWNER'S REPRESENTATIVE N ORDER TO UNDERSTAND WHICH TREES ARE TO BE SAVED AND/OR REMOVED 2. THE GRADING CONTRACTOR SHALL INSTALL SILT FENCE AND TREE PROTECTION FENCE PRIOR TO COMMENCING GRADING ACTIVITIES AND SHALL MAINTAIN SAID FENCE FOR DURATION OF CONSTRUCTION ACTIVITIES. SEE SILT FENCE TREE PROTECTION FENCE LIMITS ON C3.1 SHEET. UPON ESTABLISHMENT OF TURF THE CONTRACTOR SHALL REMOVE SILT FENCE AND TREE PROTECTION PENCE AND DISPOSE OFFSITE. 3. THE CONTRACTOR SHALL SCHEDULE THEIR OPERATIONS TO MINIMIZE THE DISTURBED AREA AT ANY GIVEN TIME. O LANDSCAPE REPLACEMENT NOTES I. WHEN PLANTING TREES, ONE (1) TREE 5HALL Be DEEMED TO PROVIDE ONE THOUSAND EIGHTY-NINE (1,089) SQUARE FEET OF REQUIRED CANOPY COVERAGE. 2. AREES MIUST Be FROM APPROVED LIST OF DESIRABLE SPECIES (PREFERENCE GIVEN FOR TREES DESIGNATED AS NATIVE. 3.NO MORE THAN ONE-THIRD (1/3) OF THE TREES MAY BE FROM ANY ONE (1) TREE SPECIES. 4.TREES SHALL AVERAGE AT LEAST TWO -AND -ONE -HALF-INCH CALIPER AND MAY BE A MINIMUM OF ONE -AND ONE -HALF-INCH CALIPER. 5.NOT LESS THAN TWENTY (20) PERCENT OF THE TREES SHALL Be CONIFERS. & CONIFER TREES SHALL AVERAGE SEVEN FEET AND SHALL BE A MINMUM OF SIX (6) FEET IN HEIGHT. 7.PLANT MATERIALS USED FOR THE REFORESTATION SHALL Be OF A SIMILAR SPECIES AS VEGETATION FOUND ON SITE. 5.TRE55 SHALL BE USED THAT ARE APPROPRIATE TO THE SOIL CONDITIONS FOUND ON SITE. 9.TRE55 SHALL Be FROM CERTIFIED NURSERY STOCK AS DEFINED AND CONTROLLED BY MINNESOTA STATUTE SECTIONS 18.44 THROUGH 18.61, THE PLANT PEST ACT. IO.TREES SHALL Be PLACE N CONTINUATION OF EXISTING STANDS OR IN NEW STANDS IN DESIRABLE LOCATIONS SUCH AS ALONG ROADWAY CORRIDORS, ON THE NORTH AND WEST PERIMETERS OF THE DEVELOPMENT, IN COMMON OPEN AREAS, IN BACKYARDS OF LOTS, OR ADJACENT TO PARK FACILITIES. IF COVERAGE AREA CHANGES BASED ON ADDITIONAL TREE INVENTORY, THE PLAN DEVELOPMENT WILL REFLECT THE CHANGES. 'AL 'KARL FOEI CRIMSON PYGM BARBERR CGfN IM MAPLE JUNIPER T�I'FICAL CUL-DE-SAC PLANTING NO SCALE KAREN WEATHERS CITY 7235 HAZELTINE BLVD EXCELSIOR, MN 55331 MINNESOTA NOTES CML SHEET INDEX SHEET TITLE CO.1 CIVIL TITLE SHEET CI.I EXISTING CONDITIONS AND DEMOLITION PLAN C 1.2 PRELIMINARY TREE INVENTORY C3.1 PRELIMINARY GRADING & EROSION CONTROL C3.2 PRELIMNARY GRADING DETAILS C4.I PRELIMINARY UTLITY PLAN C5.1 PRELIMNARY PLAT L2.I PRELIMNARY LANDSCAPE PLAN REVISION HISTORY DATE REVISION REVIEW 12/20/04 STAFF OOMMENT5-ji PROJECT MANAGER REVIEW T': DALE CERTIFICATION 1 hereby reftfy trot M6 plan was prepared by me, or order my direct supennslon, and that I am a duly Licensed "Olessonal Engineer order Oe laws of the state of MINNE50TA. Stephen M. Johnston "e,maewn No: 18914 DATE: 17120/04 54natuns shown Is a dlqtal reprodaotlon of original. Wet signed copy of Mo plan on file at Landform Engineering Company offices and a avaflable upon request. REVISED PRELIMINARY SUBMITTAL DECEMBER 20.2004 PROJECT: YOBERRY FARM CHANHASSEN, MN LANDFORM MINNEAPOLIS -PHOENIX 510 First Avenue North, 5343 North 16th Street, Butler North Building, Suite 650 Madison Square, Suite 460 Minneapolis, MN 55403-1610 Phoenix, AZ 850163234 Phone 612-252-9070 Phone 602-952-9154 Fax 612-252-9077 Fax 602-952-9155 www.landfbrm.net FILE NAME C102T513.DWG PROJECT NO. 7504013 PRELIMINARY TREE INVENTORY C1.2 0 LANDFORM 2004 a 4el% �T I t L_ F r /T W 1027.0 �B W I .0, T W 1029.0 / B/W 1026.0 f / ^+ / / / W < 1 + =,.eamw.. a"xrtln as auGe \ / I NOTES E 5EE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS -art• "\ � \ -_ I / \ \ \ I I. BACKGROUND INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHY / \\ SURVEY PERFORMED BY LANDFORM, MINNEAPOLIS, MINNE50TA, ON MAY 5, 2004, EXPRESSLY FOR THIS PROJECT. ADDITIONAL UTILITY INFORMATION SHOWN WAS PROVIDED BY CITY OF CHANHASSEN, MNNE50TA AS-BUILT DRAWINGS. UTILITY LOCATIONS TO BE FIELD VERIFIED PRIOR TO EXCAVATION / CONSTRUCTION. IF ANY DISCREPANCIES ARE NOTED, THE ENGINEER SHOULD BE IMMEDIATELY NOTIFIED FOR RESOLUTION. _Z)� - _----- - -_ -- i/ / I EROSION CONTROL NOTES trL 2. THE CONTRACTOR SHALL INSTALL SILT FENCE PRIOR TO COMMENCING b I I__ 11 EXISTING POND \ l I I GRADING ACTIVITIES AND SHALL MAINTAIN SAID FENCE FOR DURATION OF 0 OVERFLOW \10$6.0 / CONSTRUCTION ACTIVITIES. UPON ESTABLISHMENT OF TURF THE CONTRACTOR SHALL REMOVE SILT FENCE AND DISPOSE OFFSITE. I- its 3. THE PONDS SHALL BE EXCAVATED AS EARLY IN THE CONSTRUCTION PROCESS AS POSSIBLE. THE CONTRACTOR SHALL REMOVE THE SILT FROM THE POND AFTER TURF IS ESTABLISHED IN THE PROJECT. 4. AFTER GRADING IS COMPLETE THE CONTRACTOR SHALL INSTALL 5MP"5 AS SHOWN ON THE PLAN TO MINIMIZE EROSION. 5. ADJACENT STREETS SHALL BE SCRAPED CLEAN DAILY AND 5WEPT CLEAN J WEEKLY. 6. THE CONTRACTOR SHALL LIMIT HIS ACTIVITIES TO THE GRADINC LIMITS SHOWN ON THE GRADING PLAN. ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LOCAL ORDINANCE. .I E \\ /�/ •� <� I I - �..�\� i 7. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS TO MINIMIZE THE DISTURBED AREA AT ANY GIVEN TIME. j •, - .,� -,\ / / - ' J - {'I �~ 8. ALL DISTURBED NON -PAVED AREAS SHALL BE RESTORED WITH A MINIMUM OF FOUR INCHES (4") OF TOPSOIL AND SEED AS DIRECTED BY THE \\\ o T W 1047.0 I -'�`� ENGINEER, WITHIN THE FOLLOWING: > 3:1 SLOPE 7 DAYS, 3:1 TO 10:1 SLOPE //� , r/w Ios9.o - i\ I \- B/W 1046.0 •• 14 DAYS, AND < 10:1 SLOPE 21 DAYS PERIOD FOLLOWING COMPLETION OR /�---- , 8 w 1046.2, \ - - -:fir - - _ _. J L _,,. - _ L.` - - - SUSPENSION OF GRADING ACTIVITY IN THAT PARTICULAR AREA. \ ©UTLOT' OUTLOT F '-• "'•'' 1 9. ALL SEED, SOD, MULCH AND FERTILIZER SHALL CONFORM WITH FOLLOWING I - - - MNDOT SPECIFICATIONS, AS MODIFIED BELOW: 062 LOC 'O r 1047 8' LTA SPECIFICATION NUMBER 103 CO y4q -- B/W 1046.4 • SOD 3878 SEED (TYPE 50 ®40 LB/AC.) ... - - + (IIOA ®60 LB AC 3876 a t��o WK-\ FERTILIZER 3881MULCH (TYPE I. DISC ANCHORED) 3882 1�46 GENERAL PLACEMENT 2575 Nil_WETLAND BUFFER- `j4 1RAOE- STEPS FOP _=_ .GRADING & PAVING NOTES ~'� ��" D ¢RADE (TRANSITION I _ CO.I - ' --- 10. PROPOSED SPOT ELEVATIONS SHOWN AT CURBLINES ARE FLOWLINE /-\ _ LJ ELEVATIONS UNLESS INDICATED OTHERWISE. PRELIMINARY TREE INVENTORY C3.1 PRELIMNARY CRADINC & EROSION CONTROL 11. PAVING SECTIONS: PRELIMNARY GRADING DETAILS C4.1 PRELIMINARY UTILITY PLAN o. BITUMINOUS PAVING � � '•''" 1-1/2" BITUMINOUS WEAR (MNOOT 2350 LVWE350306) PRELIMINARY LANDSCAPE PLAN TACK COAT (MNDOT 2357) IN , 2" BITUMINOUS BASE (MNDOT 2350 _VNW350308) L -T- 12" CLASS 5 AGGREGATE BASE - _ -- - -1- 24" SELECT GRANULAR BASE (MNDOT 3149.28) - -I- _ - COMPACTED SUBGRADE T W 10315.0 12. REFER TO RECOMMENDATIONS N THE GEOTECHNICAL REPORT FOR ANY /W.. 1037.0 ADDITIONAL SITE PREPARATION INFORMATION OR REQUIREMENTS. 13. SPOT ELEVATIONS SHOWN AT CATCH BASINS ON THIS PLAN DO NOT REFLECT 2" CASTING SUMP AND ACTUAL RIM ELEVATIONS. SEE SHEET • \ C4.1 FOR ACTUAL RIM ELEVATIONS. II L1J W. PROTECT ALL SURFACE SITE FEATURES NOT NOTED FOR REMOVAL. I �y' L 15. EXISTING TREES NOTED FOR REMOVAL SHALL BE REMOVED IN THEIR ENTIRETY FROM THE SITE, INCLUDING ROOT STRUCTURES. No CLEARING - �`=-- EFFORTS SHALL BE STARTED WITHOUT THE CAREFUL COORDINATION W/ ,rte THE OWNER'S REPRESENTATIVE TO MARK TREES TO BE SAVED OR REMOVED. T 'W 1035.0 ` B W 1031,0 16. EXISTING ORGANIC MATERIAL (TOPSOIL) TO BE REMOVED PER GEOTECHNICAL RECOMMENDATIONS FROM BUILDING AND PAVEMENT AREAS. =r J SUITABLE EXISTING MATERIALS MAY BE MINED FROM NONSTRUCTURAL `. AREAS AND REPLACED WITH ORGANIC MATERIAL. 17. IN BUILDING PADS AND PAVED AREAS THE BACKFILL MATERIAL SHALL BE I COMPACTED TO 95% OF THE STANDARD MOISTURE DENSITY RELATIONSHIP T 1033.0 -- OF SOILS (ASTM D-698-70) EXCEPT THE TOP THREE FEET (3') OF THE B 1031.0 BACKFILL WHICH SHALL BE COMPACTED To 100% DENSITY, IN AREAS �. ,. _; _ WHERE FILL DEPTH EXCEEDS TEN FEET (10') THE FILL SHALL BE I-- - - - - _ COMPACTED To 915Ya DENSITY. PRIOR TO PLACING EMBANKMENTS IN ! BUILDING PADS AND STREETS, ALL TOPSOIL AND UNSTABLE SOIL SHALL BE REMOVED. AN INDEPENDENT TESTING FIRM SHALL VERIFY THE COMPACTION AND REMOVAL OF ORGANIC AND UNSTABLE SOILS AND PROVIDE THE RESULTS OF THESE TESTS TO THE ENGINEER AND CLIENT. / - \ 18. THE FILL SOILS SHOULD BE PLACED AND COMPACTED U51NG LIFT -, THICKNESSES WHICH ARE COMPARABLY MATCHED TO THE TYPE OF FILL AND THE COMPACTOR BEING USED. THE COMPACTOR SHOULD BE CAPABLE OF OBTAINING THE RECOMMENDED COMPACTION LEVELS THROUGHOUT THE ENTIRE THICKNESS OF THE FILL LIFT. 19. ALL RETAINING WALLS TO BE DESIGNED IN ACCORDANCE WITH LANDFORM'S - SEGMENTAL RETAINING WALL SPECIFICATION. CONTACT LANDFORM FOR A COPY OF THE SPECIFICATION. _ _ L 1 J NOTE: I THE CONTRACTOR SHALL FINISH GRADE RESIDENTIAL LOTS I AS SHOWN ON THE TYPICAL HOUSE PAD CONSTRUCTION L DETAIL, SEE SHEET C3.2. # r. ., STRUCTURE STYLE <- FULL BASEMENT (FB) ELEVATION AT BACK OF HOUSES FULL BASEMENT WALKOUT (FBWO) 800.0 FULL BASEMENT LOOKOUT (FBLO) � FBWO FULL BASEMENT SIDE LOOKOUT (FBSLO) alas Ii FIRST FLOOR ELEVATION MINIMUM BASEMENT FLOOR ELEVATION ///809.0 EXCEPTIONS: 4 - GARAGE FLOOR DROPPED 1.0' (BASED ON WETLAND OR SEWER) / FINISHED GARAGE FLOOR ELEVATION J 4 NOTES: �\ I. GARAGE FLOOR ELEVATION IS ALWAYS FACING THE ROAD. \ 2. CUSTOM LOTS TO BE GRADED BY BUILDER TO SAVE AS MANY TREES AS POSSIBLE. HOUSE PAD DETAIL � NO SCALE \ i umIt.M DHJ1rN r4 1 / rl I q PROTECTION (TYPI) LEGENDS r IN II _ � � i 11 L\ / \ �\ ` ` `1- ILI I - -- SILT FENCE (STANDARD) SILT FENCE (HEAVY-DUTY) �rI •� _ / \�V / -, SILT FENCE STANDARD AL50 V / \ V A ACTING AS TREE PROTECTION FAI . cv 6 SILT FENCE (HEAVY-DUTY) ALSO ACTING AS TREE PROTECTION I _ �� I \ II \ I \ 1 -- - SURVEY BENCHMARK-\\ - I 0 60 120 NORTH SCALE IN FEET OWNER5/DEVELOPERS YOBERRY FARMS, LLC BILL COFFMAN 7105 HAZELTINE BLVD. EXCELSIOR, MN 55331 (612) 202-0692 DAVID HURRE LL 7460 BENTBOW TRAIL CHANHASSEN, MN 55331 KAREN WEATHERS 7235 HAZELTINE BLVD EXCELSIOR, MN 55331 rlTv NOTE5 CIVIL 5HEET INDEX 5HEET TITLE CO.I CIVIL TITLE SHEET C1.1 EXISTING CONDITIONS AND DEMOLITION PLAN C1.2 PRELIMINARY TREE INVENTORY C3.1 PRELIMNARY CRADINC & EROSION CONTROL C3.2 PRELIMNARY GRADING DETAILS C4.1 PRELIMINARY UTILITY PLAN C5.1 PRELIMINARY PLAT L2.1 PRELIMINARY LANDSCAPE PLAN REV1510N HISTORY DATE KEY15ION REVIEW 12/20/04 STAFF COMMENT5-//2 PROJECT MANAGER REVIEW BY; STEVE JOHN5TON DATE 12120/04 CERTIFICATION I hereby a cry that me, pl,n was p'ep,rcd t+r ^'e, or uroa ,^y dirut supei,,son. and that I am a duly Licensed Professional Engmeer under the lawn of the state of MINNESOTA. Stephen M. Johnston Regntrahon No: 15914 DATE: 12/70/04 5lgnature shown Is a d%q a[ reproduction of o" mal. Wet sgned copy of the plan on file at Landform Engineering Company offices and Is awJadk upon request, REY15ED PRELIMINARY SUBMITTAL DECEMBER 20, 2004 PROJECT: YOBERRY FARM CHANHASSEN, MN A9h_QQ&' LANDFORM MINNEAPOLIS -PHOENIX 510 First Avenue North, 5343 North 16th Street, Butler North Building, Suite 650 Medison Square, Suite 460 Minneapolis, MN 55403-1610 Phoenix, AZ 85016-3234 Phone 612-252-9070 Phone 602-952-9154 Fax 612-252-9077 Fax 602-952-9155 www.landform.net FILE NAME C"T513.DWG PROJECT NO. T504013 PRELIMINARY GRADING 81 EROSION CONTROL PLAN C301 m LANITORM 7004 i ANY AVAILABLE SOIL IF r MATERIAL UNLESS REQUIRED BY ENG. SUITABLE BEARING SOIL (BOTTOM MUST Be APPROVED BY SOILS ENGINEER.) STEEL SIGN STOCK WIRE MESH(I4-1/2 CA. MIN.) FILTER FABRIC (36" MAX. HT.) BACK PLL I- �1 III=III,! - UNDISTURBED SOIL II�iII NOTES: I. DIG A 6" TRENCH ALONG THE INTENDED FENCE LINE. 2.DRIVE ALL POSTS INTO THE GROUND AT THE BACK SIDE OF THE TRENCH, 3. WIRE MESH MUST BE MINIMUM OF 2" INTO THE GROUND AND NO MORE THAN 36" ABOVE THE ORIGINAL GROUND SURFACE. 4. LAYOUT SILT FENCE ON THE UPHILL SIDE ALONG THE FENCE LINE, AND BACK FILL. HEAV`r DUT1r SILT FENCE N!% SGALE FIRST FLOOR n ..,�_..",,,_.....,,.._.,._ 2.5 HOLD DOWN ..m.. 0.33' TOPSOIL MIN. 25' 0.67' HOLD DOWN /�` 1 _ 111.0 ANY AVAILABLE SOIL 8AS IST FLOOR MATERIAL UNLESS REQUIRED BY ENG. 0.33' TOPSOL�N. � ANY AVAILA LE SOIL MATERIAL U LESS -� REQUIRED BY ENG. STRUCTUAL COMPACTED FILL IF REQUIRED (TYP) SUITABLE BEARING SOIL SUITABLE BEARING SOIL (BOTTOM MUST BE APPROVED (BOTTOM MUST BE APPROVED BY SOILS ENGINEER.) BY SOILS ENGINEER.) FULL BASEMENT WALK -OUT (FBWO) 7 -- --. -.... ----. Q FIRST FLOOR RACE FLOOR = 10.0 2.5" HOLD DOWN .67" HOLD DOW LO.33" TOPSOIL MIN. � _ ��I ��/ - 0.33" TOPSOIL MIN. BASEMENT FLOOR = 91.0 ANY AVAILABLE SOIL MATERIAL UNLESS i ,\ REQUIRED BY ENC. ANY AVAILABL SOIL MATERIAL UNLESS REQUIRED BY ENG. ' / STRUCTUAL COMPACTED FILL IF REQUIRED (TYP) SUITABLE BEARING SOIL FULL BASEMENT LOOK -OUT (FBLO) SUITABLE BEARING 501L r;N� T`I'PICAL HOUSEPAD CONSTRUCTION NO SCALE SEDIMENT TRAP AS MANUFACTURED BY WIMCO, LLC. SHAKOPEE, MN. MODEL #CC23 r Iver -r wvw r 1v11 NOTE: CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. REFERENCE CHANHASSEN STANDARD PLATE NO. 5302A CATCH BASIN 'PROTECTION Ir TO OUTSIDE OF MH FROM FLAT BAR (TYP.) #5 SMOOTH BAR G / I/4"X4"X4" CLIPS W/ 4" O.C. EACH WAY J."-� 1/2" SS ANCHOR BOLTS I/4"XI" FLAT BAR RING �\ 57" o.D.� NOTES: L GRATES TO BE MADE IN (2) PIECES. I/4"XI" BAR 2. ALL METAL SHALL BE HOT -DIPPED -GALVANIZED. SPL IT GRATE OF BLY / R 0 CURB / 90, 0�\G, FLOW NO SCALE I. STANDARD PIPE BEDDING REQUIRED ON BOTH INLET & OUTLET POURED CONCRETE PIPES. CUTLET CONTROL STRUCTURE R -0M. 5' CONCRETE WALK, WHERE I' SHOWN 8.5' 6" 6" 2.0% J� 7 INSET B 4" TOPSOIL, SEED & MULCH OR SOD. INSET A TYPICAL POND SIDE SLOPE 30' 15.5 155 SURMOUNTABLE SURMOUNTABLE CONCRETE CURB CONCRETE CURB WEAR COURSE ro BE 1/2" ABOVE ED OF CURB DESIGN fE GRADE 3.0% 3.0% INSET A INSETTBB I.O' (TYP) NO SCALE R.O.W. �6" CONCRETE '2" BITUMINOUS WEAR (MNDOT SPEC 2350 LVWE35030B) (7.5" FOR COMMERCIAL DRIVEWAY CROSSING) :K COAT (MNDOT 2357) 4" CLASS 5 AGGREGATE BASE 31TUMINOU5 BASE (MNDOT SPEC 2350 LVNW35030E3) CLASS 5 AGGREGATE BASE (100% CRUSHED) T MNDOT SPEC. 3149.2B SELECT CONCRETE WALK: GRANULAR BORROW (SEE NOTE 7) I. PROVIDE EXPANSION JOINT SPACING AT 5 FOOT INTERVALS. STREET NOTES: 2. PROVIDE EXPANSION JOINT SPACING AT 100' I. RIGHT-OF-WAY REQUIRED - 60' INTERVALS AND WHEN ABUTTING EXISTING 2. MAXIMUM STREET GRADE 7.0% CONCRETE OR STRUCTURE. 3. MINIMUM STREET GRADE 0.75% 4. 4.0" TOPSOIL PLACED IN DISTURBED AREAS. 5. 2 ROLLS SOD BEHIND CURB 6. THE BITMINOUS WEARING SURFACE SHALL BE PLACED THE NEXT CONSTRUCTION SEASON FOLLOWING PLACEMENT OF THE BITMINOUS BASE. 7.A TEST ROLL OF PREPARED SUBGRADE SHALL BE PERFORMED BYTHE OWNER IN THE PRESENCE OF A CITY INSPECTOR. THE CITY HAS THE AUTHORITY TO REQUIRE ADDITIONAL SUBGRADE CORRECTION OR TO REDUCE THE REQUIREMENT OF 24" MNDOT SELECT GRANULAR BORROW TO 12" BASED ON THE TEST ROLL. REFERENCE CHANHASSEN STANDARD PLATE NO. 5200 AND 5214 T�rPICAL RESIDENTIAL STREET SECTION WITH SIDEWALK 3.1 NO SCALE FILTER FABRIC J 6" MINIMUM DEPTH 1"-2" WASHED ROCK IB" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE �s VN 46 N � �Ty NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. REFERENCE CHANHASSEN STANDARD PLATE NO. 5301 ROCK CONSTRUCTION ENTRANCE STEEL FENCE POST (T -POST), MINIMUM 5' LONG, 6' MAXIMUM SPACING. POST NOTCHES TO FACE AWAY FROM FABRIC. DIRECTION OF SURFACE FLOW NO SCALE ATTACH FABRIC TO POSTS WITH MINIMUM 3 ZIP TIES (50 LB. TENSILE) PER POST IN TOP 8" OF FABRIC. MONOFILAMENT GEOTEXTILE FABRIC PER MNOOT TABLE 3886-1 (MACHINE SLICED). MACHINE SLICE 8"-I2" DEPTH (PLUS 6" FLAP) TRENCH MUST BE COMPACTED BY LIGHT EQUIPMENT PRIOR TO PLACEMENT OF STEEL POSTS. SILT FENCE 24" MINIMUM POST EMBEDMENT NO SGALE NOTE: ALL TREE PROTECTION DEVICES ARE TO BE INSTALLED TO START OF LAND DISTURBANCE AND MAINTAINED FINAL LANDSCAPE IS INSTALLED. NO PARKING, AGE OR OTHER CONSTRUCTION SITE ACTIVITIES ARE TO R WITHIN THE TREE PROTECTION AREA. TREE TO REMAIN 4" WOOD STAKE, POSITION AT DRIP LINE STRING 4' ORANGE, POLYETHYLENE LAMINAR SAFETY NETTING :EN WOOD STAKES PLACED 5' ON CENTER AND PLACED :EN TREE AND DISTURBED AREA. EXISTING GRADE TREE PROTECTION FENCE NO SCALE OWNER5MEVELOPER5 YOBERRY FARMS, LLC BILL COFFMAN 7105 HAZELTINE BLVD. EXCELSIOR, MN 55331 (612) 202-0692 DAVID HURRELL 7460 BENTBOW TRAIL CHANHASSEN, MN 55331 KAREN WEATHERS CITY 7235 HAZELTINE BLVD EXCELSIOR, MN 55331 ;[ice CIVIL SHEET INDEX SHEET TITLE Co.1 CIVIL TITLE SHEET CI.I EXISTING CONDITIONS AND DEMOLITION PLAN CI -2 PRELIMNARY TREE INVENTORY R W PRELIMINARY GRADING &EROSION CONTROL C3.2 PRELIMNARY GRADING DETAILS C4.1 LI IN U1Y PLAN C5.1 PRELIMINARY PLAT L2.1 FIRST FLOOR A GARAGE FLOOR ---100.0 DOWN L-5HoLD DOWN0.33' TOPSOIL MIN, - �- BASEMENT FLOOR 91.0 71 1 ANY AVAILABLE SOIL lid MATERIAL UNLESS REQUIRED BY ENG. STRUCTUAL COMPACTED FILL IF REQUIRED (TYP) FULL BASEMENT (FB) SUITABLE BEARING SOIL (BOTTOM MUST BE APPROVED BY SOILS ENGINEER.) FIRST FLOOR n ..,�_..",,,_.....,,.._.,._ 2.5 HOLD DOWN ..m.. 0.33' TOPSOIL MIN. 25' 0.67' HOLD DOWN /�` 1 _ 111.0 ANY AVAILABLE SOIL 8AS IST FLOOR MATERIAL UNLESS REQUIRED BY ENG. 0.33' TOPSOL�N. � ANY AVAILA LE SOIL MATERIAL U LESS -� REQUIRED BY ENG. STRUCTUAL COMPACTED FILL IF REQUIRED (TYP) SUITABLE BEARING SOIL SUITABLE BEARING SOIL (BOTTOM MUST BE APPROVED (BOTTOM MUST BE APPROVED BY SOILS ENGINEER.) BY SOILS ENGINEER.) FULL BASEMENT WALK -OUT (FBWO) 7 -- --. -.... ----. Q FIRST FLOOR RACE FLOOR = 10.0 2.5" HOLD DOWN .67" HOLD DOW LO.33" TOPSOIL MIN. � _ ��I ��/ - 0.33" TOPSOIL MIN. BASEMENT FLOOR = 91.0 ANY AVAILABLE SOIL MATERIAL UNLESS i ,\ REQUIRED BY ENC. ANY AVAILABL SOIL MATERIAL UNLESS REQUIRED BY ENG. ' / STRUCTUAL COMPACTED FILL IF REQUIRED (TYP) SUITABLE BEARING SOIL FULL BASEMENT LOOK -OUT (FBLO) SUITABLE BEARING 501L r;N� T`I'PICAL HOUSEPAD CONSTRUCTION NO SCALE SEDIMENT TRAP AS MANUFACTURED BY WIMCO, LLC. SHAKOPEE, MN. MODEL #CC23 r Iver -r wvw r 1v11 NOTE: CLEAN FILTER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. REFERENCE CHANHASSEN STANDARD PLATE NO. 5302A CATCH BASIN 'PROTECTION Ir TO OUTSIDE OF MH FROM FLAT BAR (TYP.) #5 SMOOTH BAR G / I/4"X4"X4" CLIPS W/ 4" O.C. EACH WAY J."-� 1/2" SS ANCHOR BOLTS I/4"XI" FLAT BAR RING �\ 57" o.D.� NOTES: L GRATES TO BE MADE IN (2) PIECES. I/4"XI" BAR 2. ALL METAL SHALL BE HOT -DIPPED -GALVANIZED. SPL IT GRATE OF BLY / R 0 CURB / 90, 0�\G, FLOW NO SCALE I. STANDARD PIPE BEDDING REQUIRED ON BOTH INLET & OUTLET POURED CONCRETE PIPES. CUTLET CONTROL STRUCTURE R -0M. 5' CONCRETE WALK, WHERE I' SHOWN 8.5' 6" 6" 2.0% J� 7 INSET B 4" TOPSOIL, SEED & MULCH OR SOD. INSET A TYPICAL POND SIDE SLOPE 30' 15.5 155 SURMOUNTABLE SURMOUNTABLE CONCRETE CURB CONCRETE CURB WEAR COURSE ro BE 1/2" ABOVE ED OF CURB DESIGN fE GRADE 3.0% 3.0% INSET A INSETTBB I.O' (TYP) NO SCALE R.O.W. �6" CONCRETE '2" BITUMINOUS WEAR (MNDOT SPEC 2350 LVWE35030B) (7.5" FOR COMMERCIAL DRIVEWAY CROSSING) :K COAT (MNDOT 2357) 4" CLASS 5 AGGREGATE BASE 31TUMINOU5 BASE (MNDOT SPEC 2350 LVNW35030E3) CLASS 5 AGGREGATE BASE (100% CRUSHED) T MNDOT SPEC. 3149.2B SELECT CONCRETE WALK: GRANULAR BORROW (SEE NOTE 7) I. PROVIDE EXPANSION JOINT SPACING AT 5 FOOT INTERVALS. STREET NOTES: 2. PROVIDE EXPANSION JOINT SPACING AT 100' I. RIGHT-OF-WAY REQUIRED - 60' INTERVALS AND WHEN ABUTTING EXISTING 2. MAXIMUM STREET GRADE 7.0% CONCRETE OR STRUCTURE. 3. MINIMUM STREET GRADE 0.75% 4. 4.0" TOPSOIL PLACED IN DISTURBED AREAS. 5. 2 ROLLS SOD BEHIND CURB 6. THE BITMINOUS WEARING SURFACE SHALL BE PLACED THE NEXT CONSTRUCTION SEASON FOLLOWING PLACEMENT OF THE BITMINOUS BASE. 7.A TEST ROLL OF PREPARED SUBGRADE SHALL BE PERFORMED BYTHE OWNER IN THE PRESENCE OF A CITY INSPECTOR. THE CITY HAS THE AUTHORITY TO REQUIRE ADDITIONAL SUBGRADE CORRECTION OR TO REDUCE THE REQUIREMENT OF 24" MNDOT SELECT GRANULAR BORROW TO 12" BASED ON THE TEST ROLL. REFERENCE CHANHASSEN STANDARD PLATE NO. 5200 AND 5214 T�rPICAL RESIDENTIAL STREET SECTION WITH SIDEWALK 3.1 NO SCALE FILTER FABRIC J 6" MINIMUM DEPTH 1"-2" WASHED ROCK IB" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE �s VN 46 N � �Ty NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. REFERENCE CHANHASSEN STANDARD PLATE NO. 5301 ROCK CONSTRUCTION ENTRANCE STEEL FENCE POST (T -POST), MINIMUM 5' LONG, 6' MAXIMUM SPACING. POST NOTCHES TO FACE AWAY FROM FABRIC. DIRECTION OF SURFACE FLOW NO SCALE ATTACH FABRIC TO POSTS WITH MINIMUM 3 ZIP TIES (50 LB. TENSILE) PER POST IN TOP 8" OF FABRIC. MONOFILAMENT GEOTEXTILE FABRIC PER MNOOT TABLE 3886-1 (MACHINE SLICED). MACHINE SLICE 8"-I2" DEPTH (PLUS 6" FLAP) TRENCH MUST BE COMPACTED BY LIGHT EQUIPMENT PRIOR TO PLACEMENT OF STEEL POSTS. SILT FENCE 24" MINIMUM POST EMBEDMENT NO SGALE NOTE: ALL TREE PROTECTION DEVICES ARE TO BE INSTALLED TO START OF LAND DISTURBANCE AND MAINTAINED FINAL LANDSCAPE IS INSTALLED. NO PARKING, AGE OR OTHER CONSTRUCTION SITE ACTIVITIES ARE TO R WITHIN THE TREE PROTECTION AREA. TREE TO REMAIN 4" WOOD STAKE, POSITION AT DRIP LINE STRING 4' ORANGE, POLYETHYLENE LAMINAR SAFETY NETTING :EN WOOD STAKES PLACED 5' ON CENTER AND PLACED :EN TREE AND DISTURBED AREA. EXISTING GRADE TREE PROTECTION FENCE NO SCALE OWNER5MEVELOPER5 YOBERRY FARMS, LLC BILL COFFMAN 7105 HAZELTINE BLVD. EXCELSIOR, MN 55331 (612) 202-0692 DAVID HURRELL 7460 BENTBOW TRAIL CHANHASSEN, MN 55331 KAREN WEATHERS CITY 7235 HAZELTINE BLVD EXCELSIOR, MN 55331 ;[ice CIVIL SHEET INDEX SHEET TITLE Co.1 CIVIL TITLE SHEET CI.I EXISTING CONDITIONS AND DEMOLITION PLAN CI -2 PRELIMNARY TREE INVENTORY C3.1 PRELIMINARY GRADING &EROSION CONTROL C3.2 PRELIMNARY GRADING DETAILS C4.1 LI IN U1Y PLAN C5.1 PRELIMINARY PLAT L2.1 PRELIMINARY LANDSCAPE PLAN REVISION HISTORY DATE REVI51014 RENEW 12/20/04 STAFF COMMENTS -#2 PROJECT MANAGER REVIEW BY, STEVE JOHNSTON DATE 12/20/04 CERTIFICATION I hereby c ,F, that Me plan w» prepared by me, a ur .r my detect the la siof and Mat am a duly 7A. Profees�ovl Erg�neer under the lava of Me State of MINNESOTA. Stephen M. Johnston Regot atian No: 18814 DATE: 12/20/04 Sgna re shown is a digital reproduction of ongmal. Wet 51gned copy of Mn plan on fde at La,.$D n rngmeenng Compsry offices and a avatlable upon request. REVISED PRELIMINARY SUBMITTAL DECEMBER 20, 2004 PROJECT: YOBERRY FARM CHANHASSEN, MN LANDFORM MINNEAPOLIS -PHOENIX 510 First Avenue North, 5343 North 16th Street, Bier North Building, Sults 650 Madison Square, Suite 460 Minrimpolis, MN 55403-1610 Phoenix, AZ 85016-3234 Phone 612-252-9070 Phone 602-952-9154 Fax 612-252-9077 Fax 602-952-9155 www.landform.net FILE NAME C302T513.DWG PROJECT NO. T504013 PRELIMINARY GRADING DETAILS C3.2 0 LANDFORM 2004 yn, I Li T STATIONT/R 10501NH 0 / c //) � / / V I I � I INL 1039.43 (N) '��\ / ±! "SCAN MH 23 EX 5TMH 66 \ / /\ �\ INV 1043.00 1044:$1 T/R 1047.60 / BOTTOM 1034.35 / ° 24„ INL 1039.43 INL 1033.30 (NW) R� 171039.33 \\ ---- WFT INV IFR� T 30 (S) / \ I NOTES / 040.00 I /' � / --- --�� INL 1 1 1 10343 I 045 �� M I \� I / /' / � I. BACKGROUND INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHY SURVEY PERFORMED BY LANDFORM, MINNEAPOLIS, MINNESOTA, ON MAY 5, 2004, EXPRESSLY FOR THIS PROJECT. ADDITIONAL UTILITY INFORMATION \ / / / I SHOWN WAS PROVIi BY CITY OF CHANHASSEN, MINNESOTA AS -BUILT 3 o l J /- - - - - - - I DRAWINGS. UTILITY LOCATIONS TO BE FIELD VERIFIED PRIOR TO EX FES 66A \ �- - - - / \ EXCAVATION CONSTRUCTION. IF ANY DISCREPANCIES ARE NOTED, THE INV 109' FE$ E ._ - ------1 } I I / ___ _ _ -. ENGINEER SHOULD BE IMMEDIATELY NOTIFIED FOR RESOLUTION. - - - - - - I I I NL 1042.56 \ I 2. THE CURRENT DIGITAL FILE, WHICH CAN BE OBTAINED FROM THE ENGINEER, 3 „ - - - - - / - - - - - -, r NV 1042.56 } 1 I IS TO BE USED FOR ALL CONSTRUCTION STAKING ACTIVITIES. IF ANY _ _ I EXISTING POND DISCREPANCIES BETWEEN THESE PLANS AND THE DIGITAL FILES EXIST, ~/ "" 19 OVERFLOW }1036.0 / NOTIFY ENCINEER IMMEDIATELY FOR RESOLUTION. THE BUILDING 100 YR. HWI} 1035.9 \ \ �\ / FOOTPRINT, AS SHOWN ON THIS PLAN, AND ON THE DIGITAL FILE SHALL T/10INV 10 35 - - - -- - - - - - OUTLET 10 .0 \\ BE COMPARED TO THE FINAL KING STRUCTURAL PLANS PRIOR TO STA / \ \ I / ACTIVITIES. N�� tiny M r ."O 7 ISAN MH o ®C; 2 \ \} i j III II 11 I L - - UTILITY NOTES �I J I INL 1035.45 - - I A I I 3. MAINTAIN 75' COVER ON ALL NEW WATERMAIN. UN1L1Q31l-- --� ,r - - - - - - - - - - - - - - - - EX FES 81 \ / j / I I \�\ I \ \ 4. PIPE LENGTHS SHOWN ARE MEASURED FROM CENTER OF STRUCTURE TO HYDRANT AND LATE r - - - - - , INV 1030.34 �\ \ \ _ \ < /� III \\\ I I \ \ CENTER OF STRUCTURE OR END OF FLARED END SECTION. V LVE ASSEMBLY (TY P I Z 1 „ A A I A N ADDITION TO EXISTING /� „ „ OUTLET CONTROL \ 5. PGE MATERIALS: / tin.) Nw�I 000�A / F- I WATERMAIN PVC -C900 o _o 00 / t£� I £ } �wa£� I NN 103. EX OCS144( } / / \\\ I I, I I SAN SEWER o °i�r\ -i- -i A - L �.�'" / T/R 1030'-20' DEEP FVCS02 OCS 0 t ` NL 1030\ % / \ \�J y 20' AND DEEPER PVC 6900 5 / A } T/R 1036.9 _ �� _18" RCP INV 103 } / / �< 1 1 �� I I li r- L! Q ,) SAME TRENCH PVC-C90Q L----------- --NL 103044 OUTLET NV 1027 - - - - - - - - - - - - - "� IL - - - - 1 I I } a♦ SAN. SERVICES 6" PVC SDR -26 / - - - - - \ \ _ NV 1099.00) - \ } / ,r .\ DIRECTIONAL DRILLED PEP _ L ---------------7- -.,7-R -J ,_'. V -------------J ill ' WATER SERVICES I" TYPE "K" COPPER T r---------- --------------- -- \ OUTLOT OUTLOT F STORM SEWER RCP v / - - - - - - - - - - - - - - - - - - - - I I I 6. ALL CONNECTIONS TO CITY UTILITIES TO BE IN ACCORDANCE WITH CITY 1 / \ m } INV 103257$ ( WETLA D 4 \ HYDRANT AND ®� fi OT �' \ EX FES 79 \ \ E3L C c< .4 GATE (ALV; / / SAN MH II I ') I I OF CHANHASSEN STANDARDS. / ' ( \ \ Z } I \ INV 1032.76 �\ ° SEMBLY TYP.\� 7. ADJUST ALL STRUCTURES, PUBLIC AND PRIVATE, TO PROPOSED GRADES T/12 1045.1 I / WHERE DISTURBED. COMPLY WITH ALL REQUIREMENTS OF UTILITY } `�U£� 1 \ WOO-YR� \ , Jam. NV 1032.0 1 I, / / OWNERS. STRUCTURES BEING RESET TO PAVED AREAS TO MEET 4 ua OU / V A\2 �_ \ \ \ } /� HWL=1021.46' �� ° 3° I , i,' I/' OWNERS REQUIREMENTS FOR TRAFFIC LOADING. / \ \ . 1 / SAN MH 21 J ,:;';, I 8. VERIFY ALL CONNECTIONS 70 EXISTING UTILITY SERVICES PRIOR 70 / \ \ 5W0 T/R 1056 0CONSTRUCTION. 580 \ \ i°a? 1062.5 L 1034.08 'll, 1037.25ILL(W) von 9. CONTACT GOPHER STATE ONE CALL FOR EXISTING UTILITY LOCATIONS \ ( / A �. \ / } - / \\ \ ��665 \ \ \ ItJ1/ 1037,15 / \ / _ \ / :i' s I 48 -HOURS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN 0 v T i \067 \\ \, \ /' \ WETLAND �'-7 \\ / / 2 \ Q 2 I r -_ LOCATED UTILITIES AND THE EXISTING CONDITIONS PLAN SHOULD BE NOTED � 1- AND FORWARDED TO THE ENGINEER. / as To \ I 10. ANY CONNECTION TO AN EXISTING STRUCTURE MUST BE CORE DRILLED. 0 \ I i SAN MH 20 U / T//R 1054.0/ r 1036.70// ` B� / / / /00'66%o V 1036.6// °540 /�.� �� Op_IL\ / w�� wb L-� ry T *7 �0/ J SAN MH 10 / / � -- SAN MH 25 \ ` \ �\ _ / Fop / /'} ` T/R 1040.08 / MH 9\ T/R 1065.22 \ \ 63p \ / 8 R / \ \ \ INL 1030.18 / o .,. INV 1053.00 V I \ V v050 "- ' i ow�o / V INV 1030.08 / R 1038.12 I F o� 'o \ os w s \ / / NL 102968 \ A / � �4N \ o / / \ ,,111 ,L, / / / NV 10 48- Do�`00 WETLAND 3 ,} < �s s Lu J a N_ 025.02 Z /r SA Ni1 N �A yw m NL 1102 .08 / - o \\ \ o Fe 103586// V V o� �� HWL=1021.46' INV 1027 8 1i-- \ 48 / /0 1035.46 , \ r / / 100 -YR / / T/R 1030.56 P/RCVANE SAN I / / / j CBMH 15 \ i I I _-• / TANK V A / / °4>,O / fi/R loan 1 \ / / \ \\�05 / / INL 1035.53\ / / �,. -il"- -__ INV 1027. / / I V/Q35.43 `, \ / / \\ FES D / / / / 1 \ \' / / '.\ \...._- NV 1020.00 / 5L J )NATER AND SANITARY ( 2 b CB 14A \ \ / \ N T/R 1052.00 \ \ I / / 9 / / SERVICES (TYP) o % _ INL 1039.41 \ \ / / ^ o J \ %b o / - } - - NV 1039.41 \ I CB 14 / / / / o 00 \ 9a oo / ,'\ m SAN M 7 / �` o / S A T/R 132.22 i -- `V - 4/R 1036.00 / -' f r, / / \ \ % - - - - - \ \ I NL 1031.76 / / / \ / 1030.56 INL 10 2.50 1031.76 STI`H 13 \ / INl 1026.10 INV 1012.40 _ _ - - / T/R 1047.0 \ / / - - -7 _ _ - - L - - / T/R 1043.80 INL 1030A6 / / SAN MF • 5 V 1026.00 j - � - - - - - \ l l I f 1 r - - -- - J / NL 1031.18 INV 1030.4 \ / /' .c�� T/R 103 2 n5•(� / J , I I NV 1031.18 1 i7Q o asmnio-'S INL 1019.677 ,? h AN MH 6 IOYYR1033INV loll gP T/R 10310 71062.0OO10 089FB .4 �fCN MH s� J \ s 6 LL \INL 110 0 (; ; \ \ I°p530 / I I SAN MH 16 \ \ I'\ 0� / , / I /'- 1 r - - - - r T/R 1047.1} \ ` r \ 4� i VNV 102Y i 1' T R 1044.46 / r`>` i ro c INL 1034.99 \ -.., s, \ INL 1034.37 \ \ \02`� ,. \\ AN MH 31 H /ANT VALVE 0 + I I I -- / // I } \ \\ ^i INV 1034.27 )'' Fe,40 / I I I I / I INV 1034.89 % 058.18 vALVE _ 5 I I 15 r_--- I I �a7.78 �EMBLY ( O6 I I I I 12 } } \ cert~+ Io o o / o I I 1 \ ` \ T/R 103. 5� o3h�0 \ o sTrN 16 I oohh° p I 1048.0 I I I I I I I x61 Nl110 rro .e \ e\°��o \ T/R 1028.00 CBMO I I I I I 046.0 } } 0 °529 TNR 1043.65 29.9 . / \ 0 60 \ NV 1014WIL 51 X 12 FBSLO F 3 O I I I I } 6 n3 15"', / CBMH 8 \ \ STMH 7 \ \ I IIJV 10oFEa54�-'�� l0 2. I 1 F 5 -7 / v oa"s 041.0 INV 1030.32 / - \ I/ raa35 I I a, I I I I FeLo o X R 1034.27 v \ T/12 1018.71 _ \ NL 1040.46 I U I \ 0 RCP - * I INL 3026 I I +3 I loans I 1oas.�_ I II J < / / NL 1028.33 IFL 1022.76 \ i % j_-� �- 0 10 9.o I FBLO I los3 _ L i 10 I la3o.o i NL 1025.23 INV 1013.16 A s \\ / I T/R 1041.06 I FB .O I I 1047.0 I I O SAN MH 3 \ 1 / / \�- / /\ ._?025.13 `/ IOi%-Y(� T` -- < - IN 1030.16 I s I I T/R 1048.02 }� / \ Q0 �\ V - FES T I I /tea.' A �o �. IOOW.45 % _ J L - - - - - L _ \ I T/R 1036.70 T%R 1037.64 _INV 1018.30 _ } / / / \\ °00° 0 NV ION.00 ' o o so o i \) \ I I I NV 1094.79 J I- - ,. -� \ CBMH 9 \ \ / m T I EX CBMH 9 / ---- iV I I 9 A J INL 1032.70 _ VI - - ..u, T/R 100321 �� I ��r , V A p A T/R 1039.68 V / NL 990.21 �\ / L INV 1031.95 I I / \V A VOAvjO 0 \V A NV 1029411 \ �0�013.0� I { j INV 999.21 _o ' ° \> l r, ' ` \ 7 I ` - J 12"W1R �,,,}.�<-^"..",.a '`� -"\ i \ \o3A. \ / 10YR 1014.4 --- X r RIETAININC I I k f V F c..iG6e5 V 2 Q�wPG� _ I / -L9VEVAY EP9H[Nr FM mu,,l A r 41 1 - - -� \ \ I o TN -O h~ RPS yPR \ Sirr E Y L - - - - - -- - °o 2 / / L ----------- F ---- / r r-----� SAN MH 29 --- /� T/R 103x813 1 / / I ✓ INL 1030.07 / NV 1029.97 FES B I I IOOYR 1015.4 1 O5ge0 V A TN MH 4 /R 1043.40 1013.00 O( \ ) / i; I I ,�,' FBS C �. \ 0 \ NL 10Iq.18 N OUTSIDE I \ N 15 IML - - \ \0 \ INL 1019.18 (NE) \ � / ' I ' NV 1012. � c P, N MH 14 2 NIL 1040.00 I I \ Pa 5 MH -2 -I - "_ hQ 0 \ \ \ \ NV 1019.08 \ \ / i / II - �\ 1054.36 { I -A T/R 1042.23 \\ V0 0 A A - 042.95 (NE) INV 1039.90 �, / INL 1017.62 I I p00h / 3 NL 1017.52 I \ \ `00°°0 \ \ \ \ Q42.95 (NW) I I CBMH 4 / 1051.0 \ AO' \ \ / / I I " �\ "h`) _ IN 2.85 E v T R 1033.7 2 } 0 i / /, �\ I - I I / / S MH I FBWO \ \ \ -� < \ _ I I �' 0 S 19 \ / \ \ I I F 44. INV 1028?2 it / /R 4036.22 1050.0 1 I loo' o \ \ \ \\ / \- r`�' \. \ T R 1016.0 \ / ti� 54CN MH 15 \ 1CB 14C Blv0 / NL 1021.29((N,) FBWO i i 1042.0 \ \} \ \ / \ 1-. ,__ - --- -` _ \ \ I 1011.00 SSW) °a ' \OF --- \ /R 1055.62 \ \ T/R 1044.35 I I b '.1 NL 1017.t9 NE oa.o - _ / o WET \ I NY 1013.00 (NE) / INV 1044.68 - , \ \ NV 1041.54 I I /035, NV 1017.09 1041.0 _ \ . Tim / . \ \ NL 1024.51 \ \ / \ /i .� _\ / \ � L 0 1\ 2 / Nv loza.ol I FEs F v 0 -------- _ --� __ '� �. � O� 3 � v �v � �� ;;- ,;�_�� Nor 1 Iia \ _ - - - V N MATCH X1511N9 „- • • Y -- I SAN MH 30 - - - - - - - - - - - AND7NVERT - - - - - - - - - _ -`� WETLAND \ \In WETLAND 5 ------ - --- ------t -- 7 R H 30 EX. SAN MH 10 - �\ I T/R 1027.55 uL 1022 I l / DKAI. TILE � INV 1041BE „ o q 0 I ` ) INV 1016:05 (S) ""� � 'I /INV 1029'J.- I I ORE DRI 1016.552 CONNECT TO - - - - - - EXISTING WATERMAIN - - - - - - - II I I II III / EXISTING 1 WETLAND n r , \ / p. EX CBMH 5 J / / \ tVWC" 6.8 vv 1, i i i i i �i\i i /�1 'i nl I I I LI L - L_ .. .. - ----- � I', T R 1023.40 I - / / / - 100 YR. HWL 1017.4 - - - - - - - - - f-X.�A,t P1FI f <,,. v INL 1016.67 (N) / \ \ / BOTTOM 1016.0 101147 E I,! u INV/ IORI2 30 35 I v NOoo`� I ) _ A NL 1012 30 N / I \ ,r- rIa Cl Ar\r1-ri L-- F<F- f- I_1 I II II 1111i^ - 1L� } ' i \ 11 II I -------- t I \ \ EX CB 41 T/R 102135 INV 1017.5d I K�oOtmmaO \\\ A\ X CBMH 3 3 -) T/R 1021.61 INL 1016.51 (N)�l NL 1016.51 (W) m -t r,°�\ i I / / C900 PVCI INV 1016.51 (5 ANITARY SEWER / \ I /EX CBMH 2 EX. SAN H1H � l I I IT/R 1016.28 INILaio7.24 IN1ussjsmH A inv lol T/R 1028.53 / / I I NV 1007.24 / I NL 1025.43 / T R / NV 1011.43V< ''Ip I Ex CBMHMill' STMH I / i BW`4 SAN MH 28 - - I�� } T/R 1012.90 L - - - - - - -t R 1010.00 / o 's / r EX.SAN MH 7 ``NL 1009.15 (N) L / o O 001INV 1009.15_(WjNV 696.59 N 8 (5) NV 990.07 / � ® � � � � �� INV 8007.00 INI_I \ '', I IN 1006.47 / 28, I NL 1007.10 / /R v �v 3R7D A }v I T I ®Nn,_-� �G _ II L - - - FES J / \\ 990.00 � L� l� } � I I / / r��G y . _. - \a .y. ✓"' .� � _ - _ � _ .__,��_._. \ � � NV 988.00 / I --- ----- -� ----T/R4002.50- J N, qq5 50 / L o T INV 995.40 OCS 21 L �� /;" RECONSTRUCT LONGACRES DR. T/R 992.00 FES K \ \ / �.>s AFTER CONSTRUCTING NL 488.00 j / \ NV 989 94 \ g.S4��/ SANITARY CONNECTION \ I I I / /V / 0 60 120\ 1/R 1004.33 I IN 994.05 (SW) I I NORTH SCALE IN FEET OWNERW E'VELOPER5 YOBERRY FARMS, LLC BILL COFFMAN 7105 HAZELTINE BLVD. EXCELSIOR, MN 55331 (612) 202-0692 DAVID HURRELL 7460 BENTBOW TRAIL CHANHASSEN, MN 55331 KAREN WEATHERS 7235 HAZELTINE BLVD EXCELSIOR, MN 55331 CITY i CFFY OF CHANHASSEN MINNESOTA NOTES CIVIL SHEET INDEX SHEET TITLE CO.1 CIVIL TITLE SHEET CI.I EXISTING CONDITIONS AND DEMOLITION PLAN CI.2 PRELIMINARY TREE INVENTORY C3.1 PRELIMINARY GRADING & EROSION CONTROL C3.2 PRELIMINARY GRADING DETAILS C4.I PRELIMINARY UTILITY PLAN C5.1 PRELIMINARY PLAT L2.1 PREUMNARY LANDSCAPE PLAN REVISION HISTORY DATE REVISION REVIEW 11' 12/20/04 STAFF COMMENT5-$2 PROJECT MANAGER REVIEW BY. STEVE JOHNSTON DAIS 12/20/04 CERTIFICATION I hereby certify tfut tho plan was prepared It, me, or under my d,.t supervwon, and that I am a All Licensed Professional Engineer under the lava of the state of MINNESOTA. Stephen M. Johnston Registration No: 18914 DATE: 1220/04 510nature show++ 15 a digital reproduction of on limal. WG 5fened copy of this plan on file at landform Eng:neenng Company offices and 15 amis"I upon request. REVISED PRELIMINARY 50MITTAL DECEMBER 20, 2004 PROJECT: YOBERRY FARM CHANHASSEN, MN LANDFORM MINNEAPOLIS -PHOENIX 510 First Avenue North, 5343 North 16th Street, Baler North Building, Suite 650 Madison Square, Suite 460 Minneapolis. MN 55403-1610 Phoenix, AZ 85016-3234 Phone 612-252-9070 Phone 602352-9154 Fax 612-252-9077 Fex 602-952-9155 www.landform.net FILE NAME C401T513.DWG PROJECT NO. 7504013 PRELIMINARY UMIN PLAN C4.1 0 LANDFORM 2004 / \ 'S89e52' 12 "E - - 9.55 / I 1Cb - / 'g 4[: / I lel% a / - - _ �� I� EXISTING vPOND / / 41690 's - -I / 155 OVERFLOW 9036.0 J , _ 100 YR. NWIi 1035.9 OUTLET 10-V. 0 0 .0 It � h1 JI L _ _ - _ J L- - -464 ,w ----- -,64 =___ Co ire♦ 1 A rr, \ 1Aw \I\I rI li / 0 (1,Ick.+r- � I 1\ I 9 cy zzl �N 30--- ba 38---732-37------------� I %a,-------�-144-- 38 ,Wd2.5 - - - - li7 - - - - - / OUTLOT e OUTLOT 12.51 OUTLOT G - WETL44P 4.--- 393 - -i Vt3l \ItsI �Ov cil? � V A V NWL=1021.46' V 1 u�oj /' \ \\� A A \ \ ' /� �� 23ol e •.44%% � I q I \ > >r \ \ EDGE or 80 / \ / \ ' / / `WETLA 45 3 rL'm \// 'w \ /% cz 0 _100 z 'T / - 30 at \� Aim /\ i \SS i 3> Lr_94\ j�6 �/ /' �/ n '' wz --- __ \� r/^1a z I T - %\ / �3y \�0 �\\ \� /vim No l / z \90 56 21 1 \� \ / /' 'WETLAND 3 / Iw 93 T / \ \ V 100-YR- /�/�/ /� J / �\ \ �\ \' ' I HWL=1021.46' ,PROPANE' iw \ \ / / / / / \ \ // / �i /TANK t o II 4 OT 30 3 / - - - - - - L ` - IOUS AREAS 5,863 SF� II L L---------- _ \\ \L Ij > s / 4p (�3�p - - \\ 144L-�- / 9O fi9 _ L---_,/ / L / p a \ \ // / \ "? 6q 9 / o v? ----- / \\ �169 60 L', - / 90 93 - - - X15 / / l ph //R�QoA�00 \\ \� /'IF 'h �1 /F �I Ir- 9O -10-- /ig�� \ \ i \\l=��ll I 1` it II it r \\\ ,- l I II� I I II I I I �1 1 9 \c A\9 i / �� 0\ 72 �, 1� TI ,T 1� �� I ; II 1� �; I 1 1I 11 \\ 2 23 a ,r\ \\� \� �w ; �� / i I - 1 12 111 S _ / ,- OJ�� 1 /\pp / Ap \ \ '1 I I I I I II I I I I I 11 11� \.Lq/ \ \ / I I I I I I 1 11 / / 0 320 JI _102 _J I I L I I I I I I I I I 11 11/ 'qI /aqi R% 0 1 / 1r , 9a4 -� IOb-YR -r - 34 1 - I I 9i� JI I I I I I 111 JI 1/'' ��'"Oo I t aq'/\\ \ \/ \�C\ \\/ /g �''/ HWL1009.45� O \,6� o- 45 TIB i 42J L I I` II II i JI I I, 1�3� q /Q�\\�\ 42�J' ^\\\ \\ \ // 1 Ill _ [- \ WETL�IND 2 1 L 181 9z �\J ` I�!a$I_� L s7 ---�6\�'(� y�2\\� 30 I 1,_ 11 i / DC7\% `g9/ qg/\\\� ��\\ \ / / \> I J 130 q4 �2 wo - i R_250 .u.1 \ 46 , y \ \ / --) 132 I I x\\/30 \ 113 _86 014 N In O� � H 106 / /a dry/ \ / // / I I I I \ \ \ / 48 � FE 1066 5 / b' / I {{ � \ 50 \ EDGE OF ___ � I 2 II �" / // / 1\ `\ I I ry ' /f /\ \ / \\ \� / ho - ESLAND --- "--- It I IMPERVIOUS AREAS 3,980 SF. q I (14.4%) GP // - - - - L ----a-- ---- 83 L -------mss ---- --j-------J I -------J 1------------J---------� °F�j 172 129 28 WETLAND T .�Ji.81_.- ---_ - �1 I 51 ---- 101---_ ".._ ---------------- WETLAND 5 \ I \ Iv ppear I Ir I 1095.87 '\N o� IA-` �. I IMPERVIOUS AREAS 5.240 SF. ---- ---- - I ° I I ;.�N°.. I ` r-�' use'., N89"37 45 TIP / // \\ I r r.L. I 1 8 I I I / \ I �� \ r o FFe=lozaz 1 (16.4%) to 301 30 �I �o II cv L---- rrT HOUSE fv FFE-loae � I �s � A II °i Io I ------------1 -7 r - PARCEL -A �z� r� � 1 �1$ - =-i- _J 61 t / /a 11 L- _ _ _ _ _ _ �8� _ _ _ _ _J I� I DESIGN STANDARD SUMMARY toI I 8g"�� 3 313 i I 2 N / I - - - - / � \ = - - - - 1 F_ - - ` i LAND USE CUIDE : LOW DENSITY RESIDENTIAL 1.2-4 UNITS/AC. PROJECT AREA SUMMARY _ _L CURRENT ZONNG RR - RURAL RESIDENTIAL LOT AREA 30.25 AC. (1,317,787 S.F.) L _ _ _-17a_�- 'j PROPOSED ZONING : RSF - SINGLE-FAMILY RESIDENTIAL ROW AREA 5.54 AC. (241,415 S.F.) / 1 -7 / / ` LOT AREA 15,000 SF. MIN. TOTAL PROJECT AREA 35.79 AC. (1,559,202 S.F.) LOT WIDTH 90 FEET MIN. (AT SETBACK) PROJECT LOT SUMMARY LOT DEPTH 125 FEET MN. NUMBER OF LOTS 57 \ FRONT SETBACK 30 FEET GROSS DENSITY 1.59 UNITS/AC. PAIL �\� I I I I \ �\ SIDE SETBACK 10 FEET NET DENSITY 1.88 UNITS/AC. REAR SETBACK 30 FEET AVERAGE LOT SIZE 0.44 AC. (19,164 S.F.) SMALLEST LOT SIZE 0.35 AC. (15,029 S.F.) 44 I� �- 1 1 ___j L.-- ___ \ x'jEMSTANDARD EASEMENTS Ni a�iS - - - -,/ 1 \ �, y_. �-..__� \ PROPOSED DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: OI 49 / rJ A ITI®N \ -- 1 I -----1 104 -- - ----OUTL®T A 177 L 464 281 \ Y / \ N89e37'45'ITP 464.44 l \7 CO1Q15 r�NN1� BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED AND ADJOINING LOT LINES, AND BEING 10 FEET IN WIDTH UNLESS OTHERWISE INDICATED AND ADJOINING RIGHT-OF-WAY LINES, AS SHOWN ON THE PLAT. PRELIMINARY PLAT NOTES�x� I. BACKGROUND INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHY SURVEY PERFORMED BY LANDFORM ENGINEERING EXPRESSLY FOR THIS PROJECT. LEGAL DESCRIPTION { 2. YOBERRY FARM THE SOUTH 25.00 ACRES OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 116 NORTH, RANCE 23 WEST. AND THAT PART OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER (NW 1/4 OF THE NE 1/4) OF SECTION 9, TOWNSHIP 116, RANGE 23 DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER RUNNING THENCE NORTHERLY ALONG THE EAST LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER A DISTANCE OF 960 FEET; RUNNING THENCE DUE WEST TO THE EASTERLY LINE OF THE RIGHT OF WAY OF STATE TRUNK HIGHWAY NO. 41:, RUNNING THNCE SOUTHERLY ALONG THE EASTERLY LINE OF THE RIGHT OF WAY OF SAID HIGHWAY TO ITS POINT OF INTERSECTION WITH THE SOUTH LINE OF SAID NORTHWEST QUARTER OF THE NORTHEAST QUARTER, RUNNING THENCE EASTERLY TO THE POINT OF BEGINNING. THE ABOVE DESCRIBED PROPERTY B SUBJECT TO A PUBLIC RIGHT-OF-WAY EASEMENT FOR STATE HIGHWAY NO. 41. CARVER COUNTY, MINNESOTA 3. YOBERRY FARM 2ND ADDITION LOT I BLOCK 1, W12TZ ADDITION, CARVER COUNTY, MINNESOTA. AND OUTLOT B, HIGHOVER, CARVER COUNTY, MINNESOTA. 4. YOBERRY FARM 3RD ADDITION PARCEL A ALL THAT PART OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE NORTHEAST QUARTER DISTANT 239.4 FEET WEST OF THE NORTHEAST CORNER THEREOF; THENCE SOUTH, AT A RIGHT ANGLE TO THE NORTH LINE 200 FEET; THENCE EAST, PARALLEL WITH SAID NORTH LINE, 200 FEET; THENCE NORTH, AT RIGHT ANGLES TO SAD NORTH LINE; THENCE WEST TO THE POINT OF BEGINNING. EXCEPT THAT PART THEREOF LYING NORTH OF A UNE DRAWN FROM A POINT 14 FEET SOUTH, MEASURED AT A RIGHT ANGLE, FROM A POINT IN THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE NORTHEAST QUARTER, DISTANT 142.78 FEET WEST OF THE NORTHEAST CORNER THEREOF, TO A PONT ON THE EASTERLY LINE OF MINNESOTA TRUNK HIGHWAY NO. 41, DISTANT 16.3 FEET SOUTHWESTERLY, MEASURED ALONG SAID EASTERLY LINE FROM ITS POINT OF INTERSECTION WITH THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE NORTHEAST QUARTER. INCLUDING AN EASEMENT FOR DRIVEWAY PURPOSES OVER A STRIP OF LAND 30 FEET WIDE LYING SOUTH OF AND ADJACENT TO SAID LAST DESCRIBED UNE, AND BETWEEN SAID HRST HEREIN ABOVE DESCRIBED PROPERTY AND THE EASTERLY RIGHT-OF-WAY LINE OF STATE TRUNK HIGHWAY NO. 41; AND ALSO OVER A TRACT OF LAND DESCRIBED AS FOLLOWS: BEGINNING AT THE POINT OF INTERSECTION OF THE SOUTH LINE OF SAD 30 FOOT STRIP OF LAND WITH THE WEST LINE OF THE PROPERTY FIRST HEREIN ABOVE DESCRIBED; THENCE SOUTH ALONG SAD WEST LINE TO A POINT 107 FEET SOUTH, MEASURED AT RIGHT ANGLES FROM THE NORTH LINE OF SAID SOUTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE WEST AT RIGHT ANGLES 13.38 FEET; THENCE DEFLECTING RIGHT 45 DEGREES TO THE SOUTH LINE OF SAID 30 FOOT STRIP OF LAND; THENCE EAST, ALONG SAID SOUTH LINE, TO THE POINT OF BEGINNING. PARCEL B THAT PART OF THE SOUTH HALF OF THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 116, RANGE 23, CARVER COUNTY, MINNESOTA, DESCRIBED AS BEGINNING AT A POINT IN THE NORTH LINE OF SAID SOUTH HALF OF THE NORTHEAST QUARTER DISTANCE 239.4 FEET WEST FROM THE NORTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 9, THENCE SOUTH AT RIGHT ANGLES TO SAID NORTH LINE A DISTANCE OF 461.29 FEET, THENCE- EAST HENCEEAST AT RIGHT ANGLES A DISTANCE OF 464.44 FEET, THENCE NORTH AT RIGHT ANGLES A DISTANCE OF 461.29 FEET AT THE NORTH LINE OF SAID SOUTH HALF OF THE NORTHEAST QUARTER, THENCE WEST ALONG SAID NORTH LINE A DISTANCE OF 464.44 FEET TO THE POINT OF BEGINNING EXCEPT THE NORTH 200 FEET OF THE WEST 200 FEET OF THE ABOVE DESCRIBED PROPERTY. AND ALSO THAT CERTAIN PIECE OF PROPERTY 13.38 FEET IN WIDTH FROM EAST TO WEST, AND 152 FEET IN LENGTH FROM NORTH TO SOUTH, LYING IMMEDIATELY TO THE EAST AND ADJACENT TO THE EASTERLY BOUNDARY OF THE PROPERTY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTH LINE OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 9, TOWNSHIP 116, RANGE 23, DISTANCE 252.76 FEET WEST OF THE NORTHEAST CORNER THEREOF; THENCE SOUTH AT RIGHT ANGLES TO SAID NORTH LINE A DISTANCE OF 152 FEET; THENCE WEST AND PARALLEL TO SAID NORTH LINE TO THE EASTERLY LINE OF STATE TRUNK HIGHWAY #41, THENCE NORTHEASTERLY ALONG SAID EASTERLY LINE TO SAID NORTH LINE OF THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER; THENCE EAST ALONG SAID NORTH LINE TO THE POINT OF BEGINNING. ® EXISTING EASEMNETS TO BE VACATED LOT SUMMARY YOBERRY FARM 20 ADDITION LOT BLOCK AREA AREA I 1 0.41 AC. 17,689 S.F.) 2 1 0.46 AC. 20,143 S.F) 3 1 0.45 AC. 19,630 S.F) 4 1 0.79 AC. 34,540 S.F 5 1 0.59 AC. 25,509 S.F) 6 1 0.45 AC. 19,701 S.F 7 1 0.36 AC. 15,898 S.F 8 1 0.43 AC. 18,569 S.F 9 I 0.39 AC. 17,160 S.F 10 I 0.35 AC. 15,099 S.F II 1 0.35 AC. 15,251 S.F 12 1 0.35 AC. 15,029 S.F 13 1 0.37 AC. 16,287 S.F 14 1 0.42 AC. 18,296 S.F 15 1 0.38 AC. 16,346 SF 16 1 0.41 AC. 17/,678 S.F 17 1 0.40 AC. 17,395 S.F IB 1 0.42 AC. 18,188 S.F 19 1 0.47 AC. 20,558 S.F 20 1 0.52 AC. 22,739 S.F 21 1 0.86 AC. 37,440 S.F 1 2 0.35 AC. 15,045 S.F 2 2 0.36 AC. 15,548 S.F 3 2 0.35 AC. 15,195 S.F 1 3 0.47 AC. 20,533 5.F 2 3 0.37 AC. 16,236 S.F 3 3 0.39 AC. (6,q53 S.F 4 3 0.35 AC. 15,040 S.F 5 3 0.37 AC. k15,q6I S.F. 6 3 0.37 AC. 16,158 S.F 7 3 0.38 AC. 16,410 SF B 3 0.69 AC. 29,940 S.F I 4 0.63 AC. 27,557 S.F. 2 4 0.35 AC. 15,033 S.F 3 4 0.35 AC. 15,191 S.F 4 4 0,35 AC. 15,041 S.F 1 5 0.40 AC. 17,530 S.F 2 5 0.37 AC. 16140 S.F 3 5 0.39 AC. 17148 S.F 4 5 0.49 AC. 21,493 S.F 5 5 0.42 AC. 18,418 SF 6 5 0.38 AC. 16,381 S.F 7 5 0.35 AC. 15186 S.F OUTLOT A 0.12 AC. (5,246 S.F OUTLOT B 1.94 AC. (54,455 S.F OUTLOT C 1.81 AC. 78 995 S.F OUTLOT D 0.39 AC. 17,055 S.F 43 LOTSI TOTAL AREA 1 22.80 AC. 993 069 S.F. YOBERRY FARM 20 ADDITION LOT I BLOCK 0.72 AC. AREA 1 0.41 AC. (17,947 5.F) 3 1 0.56 AC. 2 1 0.35 AG. (15,039 S.F) 3 1 0.46 AC. (19,901 S.F 1 2 2 2 0.34 035 AC. AG.- 15,040 S.F (15 ,312 S.F 3 OUTL'OT A 2 0.37 0.37 AC. AC. (16,05 S.F 15 908 S.F 7 LOTSI TOTAL AREA 1 2.79 AC. 121652 S.F. YOBERRY FARM 3RD ADDITION LOT BLOCK AREA 1 1 0.72 AC. 31,198 S.F. 2 1 0.41 AC. (17,947 5.F) 3 1 0.56 AC. 24,284 S.F 4 1 0.44 AC. 19,050 S.F 5 1 0.73 AC. 31832 SF 6 1 0.47 AC. 20684 S.F 7 I 8 I 0.40 AC. C 17.3 5 S.F. OUTLOT A 0.39 AC. 16964 S.F 9 LOTS ITOTAL AREA 0 NORTH 0 60 120 SCALE IN FEET OWNERS/DEVELOPERS YOBERRY FARMS, LLC BILL COFFMAN 7105 HAZELTINE BLVD. EXCELSIOR, MN 55331 (612) 202-0692 DAVID HURRELL 7460 BENTBOW TRAIL CHANHASSEN, MN 55331 KAREN WEATHERS 7235 HAZELTINE BLVD EXCELSIOR, MN 55331 CITY VA Cm OF CHANHASSEN MINNESOTA NOTE5 CIVIL SHEET INDEX 5HEET TITLE CO.I CIVIL TITLE SHEET CLI EXISTING CONDITIONS AND DEMOLITION PLAN CI.2 PRELIMINARY TREE INVENTORY C3.1 PRELIMINARY GRADING & EROSION CONTROL C3.2 PRELIMINARY GRADING DETAILS C4.1 PRELIMINARY UTILITY PLAN C5.1 PRELIMINARY PLAT L2.1 PRELIMINARY LANDSCAPE PLAN REVISION HISTORY DATE REV15ION REVIEW 12/20/04 STAFF COMMENT5-#7 PROJECT MANAGER REVIEW BY. STEVE JOHNSTON DATE: 1=104 CERTIFICATION I hereby oertf, that this plan was prepared by me, or under my direct supennson, and Nut I am a duly Lcensed Professional Erginar under the laws of the state of MINNESOTA. Stephen M. Johnston "e rahon No: 18914 DATE: 12120104 Sign ure shown is a digUl reproduction of original. Wet sgned copy of this plan on file A bndbrm Engineering Company offices and a innii e upon request. REVISED PRELIMINARY SUBMITTAL DECEMBER 20, 2004 PROJECT: YOBERRY FARM CHANHASSEN, MN LANDFORM MINNEAPOLIS -PHOENIX 510 First Avenue North, 5343 North 16th Street, Butler North Building, Suite 650 Madison Square, Suite 460 Minneapolis, MN 55403-1610 Phoenix, AZ 85016-3234 Phone 612-252-9070 Phone 802952-9154 Pax 812-252-90n Fax 602-952-9155 www.landform.net FILE NAME C501T513.DWG PROJECT NO. 7504013 PRELIMINARY PLAT C59 1 0 LANDFORM 2004 LANDSCAPING / / W, RETAINING WALL �EMLANDSCAPE NOTES I. LANDSCAPE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING A BID TO BECOME FAMILIAR / I / i ' I I WITH SITE CONDITIONS. THE LANDSCAPE CONTRACTOR SHALL HAVE ALL UNDERGROUND UTILITIES 2N I IO I\ LOCATED PRIOR TO ANY DIGGING. THE LANDSCAPE CONTRACTOR SHALL COORDINATE INSTALLATION ��44 / WITH GENERAL CONTRACTOR. ' I \�-- I 2. ALL PLANT MATERIALS SHALL CONFORM WITH THE AMERICAN ASSOCIATION OF NURSERYMEN STANDARDS AND SHALL BE OF HARDY STOCK, FREE FROM DISEASE, DAMAGE AND DISFICURATION. IF / 1 THERE IS A DISCREPANCY BETWEEN THE NUMBER OF PLANTS ON THE LIST AND THE NUMBER SHOWN ON THE PLAN, THE PLAN SHALL GOVERN. � � � r - •/ _ _ I - � I � \ EXISTING POND / 3. ALL SHRUB BEDS SHALL BE EDGED WITH SIX ({•� INCH BLACK VINYL EDGING (BLACK DIAMOND OR OVERFLOW 1036.0 \ I APPROVED EQUAL). J / . - - - - - - - - 100 YR. HWL 1035.9 / 2 'r - I II OUTLET 1033.0 \ / \ ®ALL TREES NOT PLACED WITHIN A SHRUB PLANTING BED SHALL HAVE A FOUR (4) FOOT DIAMETER 1 \ / T \ I SHREDDED HARDWOOD BARK MULCH DISH INSTALLED AROUND THE TREE. NO VINYL EDGING IS 1 I REQUIRED WITH TREES NOT LOCATED N SHRUB BED AREAS UNLESS OTHERWISE INDICATED. 5. THE ENTIRE SITE SHALL BE IRRIGATED WITH AN UNDERGROUND IRRIGATION SYSTEM. THE SYSTEM _ SHALL BE DESIGNED BY THE IRRICATION CONTRACTOR. THE IRRIGATION CONTRACTOR IS TO SUBMIT SHOP DRAWING OF IRRIGATION DESIGN AND CALCULATIONS FOR FOR REVIEW BY LANDSCAPE GUARD / I I ARCHITECT PRIOR TO INSTALLATION. IRRIGATION CONTRACTOR IS TO MEET ALL CITY PLUMBING �/ vosT L - I I I I \ CODES AND REQUIREMENTS. (TYP.) / { f- - - - - - - - 6. MULCH TO BE FOUR (4"jINCH SHREDDED HARDWOOD BARK MULCH IN ALL SHRUB BED AREAS. /tr340tr q I L' `,`I EDGE OF a / . \ 7. MULCH TO BE TWO -THREE 2"-3" INCHES SHREDDED HARDWOOD BARK MULCH IN ALL PERENNIAL --- WATER i 'i I I \ I I BED AREAS. (TYPICAL)` / tr 38 tr339 I ''I •�\ I I V, /r '/ / I \ \ I g• EACH LOT TO BE TURFED WITH SOD. THE REMAINING DISTURBED AREAS WILL BE SEEDED. / \ : r. I I / / I I I /� 1 r- r� JE5�` 9. ALL PLAN? MATERIAL IS TO BE SPACED (12". IB" OR 24'� ON CENTER. QUANTITIES LISTED ON Irw I , Ili, II\I FENCE POST ' " ' `, \ / F y ,,•/ L - F ; PLANT SCHEDULE ARE TOTAL QUANTITIES FOR DESIGN. CONTRACTOR IS TO PLACE PLANTS WITH CHAIN - - - - - - - - wo30 ACCORDING TO LAYOUT WITH PROPER SPACING. THE AREA INDICATED AND THE SPACING OF / ACROSS DRIVE ' tt'h3� - \ ..r - tr 188 ,IPLANTS SHALL GOVERN FINAL QUANTITIES OVER QUAN11tY IN PLANT SCHEDULE. / Lrl2°IV.trl2 ��r10. PLANTING SOIL FOR BACK FILLING PLANTING PITS SHALL CON515T OF TOPSOIL TO WHICH HAS BEEN /-trvl-3 - • ----- _v, ...- / io �tia+ tr131 _ - - - - �-") -�""- - --trro20 - ri ADDED THREE (3) POUNDS OF COMMERCIAL FERTLIZER AND I/5 YARD OF PEAT HUMUS PER CUBIC OU OT OU LOT F u i tr107 ir130 ,t \ \� \ CENT c - - - - - - - - - YARD. / / \ ( WETLAND 4 �' �" r` I ; \ \ �\ ERLIN10r r�/ ,` ,�'`�' _.,� ; II. ALL PERENNIAL BED AREAS ARE TO RECEIVE IB' MINIMUM DEPTH OF PLANTING SOIL PRIOR TO I % \ irl 2 - OF 2 FPt1or ly/. � 4.,,tri 5 /7. r PLANTING. LANDSCAPE CONTRACTOR IS TO COORDNATE WITH GENERAL TO ENSURE THAT DESIGN tr104 5 "`Oh"s- GRADES ARE MET AS SPECIFIED ON GRADING PLAN. SEE SHEET C3.1 xx tr / R R AI OV -'� r205 �.. _ 1�. \ \ 1 rt`v' .' / r ' \ •- ( r' /� � '� • 12. THE LANDSCAPE CONTRACTOR IS TO FOLLOW ALL LANDSCAPE DETAILS AS SHOWN, UNLESS u' \ \ \ \ ) \, HWL 1021.46 �' '" -.� � y .>v _ OTFERWISE NOTED ON PLANS. , 2 �� A ' // \\ V• , / / \\ �1 ti -140 13. SEED MIXTURE (SPECIFY NATIVE SEED MIX) AS DEFINED FI D TO SEEDING MANUAL 2000. ALL NATIVE SEEDS USED ON THIS PROJECT SHALL BE CERTIFIED TO BE OF MINNESOTA (OR AS a I \ / I SPECIFIED) ORIGIN BY THE MINNESOTA CROP IMPROVEMENT ASSOCIATION (MCIA). DOCUMENTATION VERIFYING THE ORIGIN OF THIS SEED IS TO BE PROVIDED TO THE LANDSCAPE ARCHITECT AT LEAST 2cJ / \ \ \ • \ \ /' / I \ • \ 30 DAYS PRIOR TO INSTALLATION DATE. ~ \ \ j • ®\ eoawG Na. / / �,' WETLAND -1,t// \ < ' _ \ 5, • '`K 2 r' 14. CONTRACTOR IS TO FOLLOW ALL PLANTING INSTRUCTION AND EROSION CONTROL MEASURES FOR THE �r \ C \ \ _ _ • / / ' 1•` / \ ,,� ESTABLISHMENT OF NATIVE SEED MIXTURE AS SPECIFIED IN MNDOT SEEDING MANUAL 2000. / trGB - • ELEV \`'cs°-�' 15. ALL EXISTING DECIDUOUS/CONIFEROUS TREES ARE TO TRIMMED OF DEAD WOOD AND PRUNED TO A \i • \ / NATURAL UNIFORM SHAPE. �� /y��80 • � i � A / / / trhl A act / // .. � i LuY/-, 16. RES70N51BLITY FOR FRONT YARD TREES MAY BE TRANSFERRED TO BUILDERS AT DEVELOPERS "�[ A. T, / \ / y \ \ tr 6 / / \ • OPTION. LrO CENTERLINE r 7� GJ •� •'', .� / p\ i OF DITCHtr ' , �5•L • \ // % '\ �. ,. TE tr76\ 09 r RE \ tiGMPRELIMINARY PLANT SCHEDULE tr203 / , 2 75"r8 \ i r _� tr8 \ / / \ - / } �.. ok c In '1-.. tr73 ter':: - / \ \ / / _ •\ 611/ OL� LOT 1 WETLAND 3 tr I �. \ \ / /fiORINC NO- / / tr 63 } ti -94 / / J it ELEV IN �:ykr64 // \t `1J" Lv �� / / er65 00-/R / HWL=W4.46' IN, At AV 10 IrS=' L-1------ / / o E" L 1 / / C3/ \ Et •� Z / \\\ ----� Lam` ,\ x I I //' \ \ /•' � , / - - - - - - - ` ` I / / ` � �- ? , \ \ I / / / / \ /' �' _ AL a0a LE IN, j / tr31. A I / � � I I I I � / • � �mmee�� '... / • 1 •/ \ \\ 12 1\ \I v V /• \\ \\ tr32 II ,;' / I �� I l I I I I I I I I 1 AV � • • / \ '��, � eoR1NG No. \ \V 'XI.e J 13trz7v�EV ,- IN, ELEV I \\ \ • � �\ \\ "� ��" r2 �' '100- , L - - - L _ I �I II I 1 • \HWL=100 .45" 49 r.-5 • �/ • \\ /i �rvt / �r I _ -- • • T \\ \ Ir24s ETLAN 2 T. tr20 r 2 \ oRi N - ST - v L /� • \\ \\ \ \ 47 a tr 16 f _ _ I ti5`_4-\\ ,� iRETAINING �11 WALL TYP.A_ �, iJ� tr12 2I / I j / I d T �,4Q'' NO �l r a tr10 t + I tr6DECK tr7 I 'h>} r I. tr8 tr5 '. ' tr52 II; HOUSE FfE_1066.5 - ^/ 1 2 1 51 ti -50 4 i SCIENTIFIC NAPE -tr W024 �• MATURE _j ' -T r qI tv /w 11 _ I r PRELIMINARY GRADING & EROSION CONTROL C3.2 t ri SIZE PRELIMINARY UTILITY PLAN DECIDUOUS TREES 1-2.1 PRELIMNARY LANDSCAPE PLAN \ 37 NORTHERN QUERCUS RUBRA 25" CAL. vc�T c tr31 I R m -121 n N1,r31�O8 tr32'Y'. 1 HOUSE 0I' S1EI�S ,/t,r "rte t 317 28 RED ACER tr321 50H x tr314 /- L trcd3-12 RUBRUM -/ "1 y�, ----- ' LrbW2616--- - - FRAXINUS 4'=" 50H x (BITUMINOUS SURFACE) Lr \� ASH AMERICANA -315 /ti 14 REDMOND TILIA AMERICANA 2.5" CAL. 50H x 30W LINDEN 'REDMOND' / 36 AUTUMN FRAXIMUS 2.5" CAL. 50H x L - - - - - d ---- J PURPLE PENNSYLVANICA -- r23 tr3 ---- / ASH 'AUTUMN PURPLE' I 53 HERITAGE BETULA 8'-10 HT. 50H x 40W • C� BIRCH NIGRA CLUMP I / / 'CULLY' TOTAL 196 CONIFEROUS TREES IL 0 99 BLACK PICLA6' HT // 20W HILLS 3f Q -D FA m / / II it /• r /' I \n \\ �r 9 ,_. IJP LI -261 64 ELEV \\ /\ \ 1\ r tr268 VAS) \ - - - - --_ \ cr2g9 E CK F 96 \ 7rz w4: / tr 0 ��_____EWATERF�\ \tr25\` fJR \`\� 1/..�.,� -2!56 \ `� tr2g5 - v293 "-trz 2 v2 - ( 81 / \ a ,r;.' 51 \ 1� - - -- (AS OF 6 'E LAND I ?60 y7X + 25 ETLAND 5 - 'r `z v' I I SwlNrseT CK tr _1 r r288 Lr tr333 ✓ I ANi5. APNCN, DE n'Y / tr1J . cr286 �; \ \ (AS OFA6-8-04) .� • I V O y - L , F'FE91DZEi.2 ' / ^ I X \ _ O i 1 • ----- -'" I I •, I I 3S / I '- I F H F_ r .I 1 I I I I I\ iA 1 I I I I I\ I `1r tre A. r L FI r- E / r- A r. - -,- , -' I i a r� r. I I it • I I _ / •y F -\/If- ice_, /\rl Ai r• ION I \ � I IAJ \ G / \ SYMBOL SHEET QUANT. COMMON NAME SCIENTIFIC NAPE PLANTING MATURE C1.2 PRELIMNARY TREE NVENTORY C3.1 PRELIMINARY GRADING & EROSION CONTROL C3.2 srzE SIZE PRELIMINARY UTILITY PLAN DECIDUOUS TREES 1-2.1 PRELIMNARY LANDSCAPE PLAN 37 NORTHERN QUERCUS RUBRA 25" CAL. 75H x 50W "�✓ RED OAK 28 RED ACER 2.5" CAL. 50H x 40W MAPLE RUBRUM 28 WHITE FRAXINUS 2.5" CAL. 50H x 40W \� ASH AMERICANA 14 REDMOND TILIA AMERICANA 2.5" CAL. 50H x 30W LINDEN 'REDMOND' 36 AUTUMN FRAXIMUS 2.5" CAL. 50H x 40W ® PURPLE PENNSYLVANICA ASH 'AUTUMN PURPLE' 53 HERITAGE BETULA 8'-10 HT. 50H x 40W • C� BIRCH NIGRA CLUMP 'CULLY' TOTAL 196 CONIFEROUS TREES 99 BLACK PICLA6' HT 40H z 20W HILLS GLAUCA CLAD SPRUCE DEN5ATA 58 DOUGLAS PSEUDOTSUGA 6' HT. 40H x 25W FIR MENZIES1 63 WHITE PINUS 6' HT. 50H x 25W PINE STROBUS TOTAL 220 OWNERS/DEVELOPERS YOBERRY FARMS, LLC BILL COFFMAN 7105 HAZELTINE BLVD. EXCELSIOR, MN 55331 (612) 202-0692 DAVID HURRELL 7460 BENTBOW TRAIL CHANHASSEN, MN 55331 KAREN WEATHERS 7235 HAZELTINE BLVD EXCELSIOR, MN 55331 city 0' CRY IF CHANHASSEN MINNESOTA NOTE5 CIVIL SHEET INDEX SHEET TITLE CoJ CIVIL TITLE SHEET CI.I EXISTING CONDITIONS AND DEMOLITION PLAN C1.2 PRELIMNARY TREE NVENTORY C3.1 PRELIMINARY GRADING & EROSION CONTROL C3.2 PRELIMNARY GRADING DETAILS C4.1 PRELIMINARY UTILITY PLAN C5.1 PRELIMINARY PLAT 1-2.1 PRELIMNARY LANDSCAPE PLAN REVI51CN 1115TORY DATE REVISION REVIEW 17/20/04 STAFF COMMENT5-#2 PROJECT MANAGER REVIEW OY; SMJ DATE 08/m/04 CERTIFICATION / hereby a .KIN ur•t this pear, was prepared by are. or under ray ar�n .et supervision, and that a duly Llcensecl lndspe Archltrst under the lava of the state of MINNNNP.SOTA. Thomas J. Kerby "etratlon No: 24432 DATE: 12/20/04 51gr•Wrc shown is a digital reproduction of orn j nal. We signed copy of this plan on file at Landform Engineering Compaiy off¢ and Is available Upon request. REVISED PRELIMINARY 50MITTAL DECEMBER 20, 2004 PROJECT: YOBERRY FARM CHANHASSEN, MN I W41 •To]30v MINNEAPOLIS -PHOENIX 510 First Avenue North, 5343 North 16th Street, Butler North Building, Suite 650 Madison Square, Suite 460 Minneapolis, MN 55403-1610 Phoenix, AZ 85016-3234 Phone 612-252-9070 Phone 602-952-9154 Fax 612-252-9077 Fax 602-952-9155 www.landform.net FILE NAME L201T513.DWG PROJECT NO. T504013 PRELIMINARY LANDSCAPE PLAN 0 60 120 22.1 NORTH SCALE IN FEET QLANDFORM2004 / ROCK CONSTRUCTION C3,2 ENTRANCE (TYP.) i } 1 0 i w � r. w w I w w v o 1# V; CW 1 f / I�' /0 (3 r3 • _x/ / U - 41 j / / I T/W 1004.0 I B z.0 } / PI -0ND SO 1 dd�� W IVV"I,V BE ROVIDED Ap-EUPON ITS COMPLETION. � B: W 994.0 CD ,CATcHBASIN C3.2 / z � � 1 wA - t P6TEEION7YP,) 4liall w moo' 9Y°-- ----- - ------ p - / )27.0 �. / 1 7---- - -�-- - - J '� I OVERFLOW \1036.0 / 105:,._ -..- OUTLET 10 .° i \ \ IL --J Or 1052 . . o li \ /, ,. r-� I I`•r r-- r; T W, /-1047.0 [ 7 W I' 1059.0 9 __------- - -- \ ///. `"• --. - I B 1'46.0 B 1046.2 IZB .. J _ - _ - -- _ _ ` -- -_ . ra 1 = 1111=41 . �• L5 O �o ,.. _- T .,1047.8 IJ B/W 1046.4 I.. . 1 � / 100 - YR HWL=1021.46' � '<' -- � `\ Q) ��' WA�K I •� /i:/ ., oR �r ..,.- �.� s` ,+ __'a I % ,in(6p/✓„ .._. 106:I .- WETLAND BUFFER R\ %• i / EDGE SIGN (TYP.) 90� PROVIDE STEPS FOR r 'F IFRAOE TRANS)TION'- i` U32HEA Y D' 1,�� SILT FENCE po h o r k - .. G..o .� '=�A T W 1038.0 -,.. _ -._ B/.W 1037.0 r �A p 0JTL001 (:) o \ WF LAND 3 ` IILIJ ,I 100 -YR p56� p ;, o T W 1031.0 HWT 1001346' e/w 1oz2.o _ 1020.0 �. 5- 1 W 1039.0 -' 15 B W ow \A .:�. \ ( ) , , IMPACT AREA FILL I 2 (TYP.) D (1:577 SQ.FT) -r - ',O6g 0 1 \ N IGATIONf-=REQUIRED 06 04 AFD W 1035.0 3 1 O p .._!070 B 1032.0 } 0 - 1044 ..�'o o o T W 1033.0 LLe i \� B 1033.0_; -- -. p - _......_I -. -- f - _ 1040 o - TOY 1038.3.. - - 1 /-\ 0 1 12_ o3y0D -. 14 I5 i A6 i 1048.0. 1042. m F I - i 5 10540 -.... I FBg30 : 1041.0 1046. t°' \Oy2 0 -- 5� 1048.0104,30 .2 .2 I - _ 10 H�BASN - _ . :1052:0 f •. / 0 - -T- , HWL=7100q- 45 1 - -- 0 - -"-- �- �' 1 1PACT AREA (FILL) , (a23 50.F7) '1=-il_�^r•IC MITIGATION REQUIRED I \0 07 ON WI_ 110113. SE l IOYR 10140 1 V` r A/ oso.o TWO I ` i 1 e AQ�3 - �' V 1016 1016 1 ` t rt.p o FBWO � 7N I t o, rG,. a � --�-\� .. _... 101=-_--�• �� n\\ / a ;yam -�/ L O �1\ 6 lol v v l� 014 o. o I . 3 .2 SILT FE,NrCS (TYP.)et, C TCH BASyC3.2 CA 4 PROTECTION (TTT2 \\ \\ I I r - I I I � \�. I, ♦ ,. I I I\ 1 1 1 1\I\I I /1 I F(e F- 1• �_ v\ LI L_ L, \\ ., / / •. I -r r - . 1,- n 11 11 1 • r ..,U _ • _:. I , r - / -I- r. Or, r I -r , i • 1 i / L% I1 1111 I -I'f 1 I Y' 1I\I1 e /a I _�L_- /I SURVEY BENCHMARK r 009.0 - I 196.0 13 e�w \ I I=NOTES Ir \ SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS I, BACKGROUND INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHY SURVEY PERFORMED BY LANDFORM, MINNEAPOLIS, MINNESOTA, ON MAY 5, 2004, EXPRESSLY FOR THIS PROJECT. ADDITIONAL UTILITY INFORMATION SHOWN WAS PROVIDED BY CITY OF CHANHASSEN, MINNESOTA AS -BUILT DRAWINGS. UTILITY LOCATIONS TO BE FIELD VERIFIED PRIOR TO EXCAVATION / CONSTRUCTION. IF ANY DISCREPANCIES ARE NOTED, THE ENGINEER SHOULD BE IMMEDIATELY NOTIFIED FOR RESOLUTION. EROSION CONTROL NOTES 2. THE CONTRACTOR SHALL INSTALL SILT PENCE PRIOR TO COMMENCING GRADING ACTIVITIES AND SHALL MAINTAIN SAID FENCE FOR DURATION OF CONSTRUCTION ACTIVITIES. UPON ESTABLISHMENT OF TURF THE CONTRACTOR SHALL REMOVE SILT FENCE AND DISPOSE OFFSITE. 3. THE PONDS SHALL BE EXCAVATED AS EARLY IN THE CONSTRUCTION PROCESS AS POSSIBLE. THE CONTRACTOR SHALL REMOVE THE 51LT PROM THE POND AFTER TURF IS ESTABLISHED IN THE PROJECT. 4, AFTER GRADING IS COMPLETE THE CONTRACTOR SHALL INSTALL BMP'S AS SHOWN ON THE PLAN TO MINIMIZE EROSION. 5. ADJACENT STREETS SHALL BE SCRAPED CLEAN DAILY AND SWEPT CLEAN WEEKLY. 6. THE CONTRACTOR SHALL LIMIT HIS ACTIVITIES TO THE GRADING LIMITS SHOWN ON THE GRADING PLAN, ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LOCAL OROINANCE. 7. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS TO MINIMIZE THE DISTURBED AREA AT ANY GIVEN TIME. 8. ALL DISTURBED NON -PAVED AREAS SHALL BE RESTORED WITH A MINIMUM OF FOUR INCHES (4') OF TOPSOIL AND SEED AS DIRECTED BY THE ENGINEER, WITHIN THE FOLLOWING: > 3:1 SLOPE 7 DAYS, 3:1 TO 10:1 SLOPE 14 DAYS, AND < 10:1 SLOPE 21 DAYS PERIOD FOLLOWING COMPLETION OR SUSPENSION OF GRADING ACTIVITY IN THAT PARTICULAR AREA. 9. ALL SEED, SOD, MULCH AND FERTILIZER SHALL CONFORM WITH FOLLOWING MNDOT SPECIFICATIONS, AS MODIFIED BELOW: ITCM SPECIFICATION NUMBER SOD 3878 SEED (TYPE 50 040 LB/AC.) + (IIOA IN 60 LB/AC) 3876 MULCH (TYPE 1. DISC ANCHORED) 3882 FERTILIZER 3881 GENERAL PLACEMENT 2575 GRADING & PAVING NOTES 10. PROPOSED SPOT ELEVATIONS SHOWN AT CURBLINES ARE FLOWLINE ELEVATIONS UNLESS INDICATED OTHERWISE. II. PAVING SECTIONS: o. BITUMINOUS PAVING 1-1/2" BITUMINOUS WEAR (MNOOT 2350 LVWE35030B) TACK COAT (MNDOT 2357) 2" BITUMINOUS BASE (MOOT 2350 LVNW35030B) 12" CLASS 5 AGCREGATE BASE 24" SELECT GRANULAR BASE (MOOT 3149.28) COMPACTED SUBGRADE 12. REFER TO RECON--ENDATIONS N THE GEOTECHNICAL REPORT POR ANY ADDITIONAL SITE PREPARATION INFORMATION OR REQUIREMENTS. 13. SPOT ELEVATIONS SHOWN AT CATCH BASINS ON THIS PLAN DO NOT REFLECT 2" CASTING SUMP AND ACTUAL RIM ELEVATIONS. SEE SHEET C4.1 FOR ACTUAL RIM ELEVATIONS. 14. PROTECT ALL SURFACE SITE FEATURES NOT NOTED FOR REMOVAL. 15. EXISTING TREES NOTED FOR REMOVAL SHALL BE REMOVED N THEIR ENTIRETY FROM THE SITE, INCLUDING ROOT STRUCTURES. NO CLEARING EFFORTS SHALL BE STARTED WITHOUT THE CAREFUL COORDINATION W/ THE OWNER'S REPRESENTATIVE TO MARK TREES TO BE SAVED OR REMOVED. 16. EXISTING ORGANIC MATERIAL (TOPSOIL) TO BE REMOVED PER GEOTECHNICAL RECOMMENDATIONS FROM BUILDING AND PAVEMENT AREAS. SUITABLE EXISTING MATERIALS MAY BE MINED FROM NONSTRUCTURAL AREAS AND REPLACED WITH ORGANIC MATERIAL. 17, N BUILDING PADS AND PAVED AREAS THE BACKFILL MATERIAL SHALL BE COMPACTED TO 95% OF THE 5TANDARD MOISTURE DENSITY RELATIONSHIP OF SOILSASTM D-698-70 EXCEPT THE TOP THREE FEET 3' OF THE BACKFILL WHICH SHALL BE COMPACTED TO 100% DENSITY. N AREAS WHERE FILL DEPTH EXCEEDS TEN FEET (10') THE FILL SHALL BE COMPACTED TO 98% DENSITY. PRIOR TO PLACING EMBANKMENTS IN BUILDING PADS AND STREETS, ALL TOPSOIL AND UNSTABLE SOIL SHALL BE REMOVED. AN INDEPENDENT TESTING FIRM SHALL VERIFY THE COMPACTION AND REMOVAL OF ORGANIC AND UNSTABLE SOILS AND PROVIDE THE RESULTS OF THESE TESTS TO THE ENGINEER AND CLIENT. 18. THE FILL SOILS SHOULD BE PLACED AND COMPACTED USING LIFT THICKNESSES WHICH ARE COMPARABLY MATCHED TO THE TYPE OF FILL AND THE COMPACTQR BEING USED, THE COMPACTOR SHOULD BE CAPABLE OF OBTAINING THE RECOMMENDED COMPACTION LEVELS THROUGHOUT THE ENTIRE THICKNESS OF THE FILL LIFT. 19. ALL RETAINING WALLS TO BE DESIGNED N ACCORDANCE WITH LANDFORM'S SEGMENTAL RETAINING WALL SPECIFICATION. CONTACT LANDFORM POR A COPY OF THE SPECIFICATION. NOTE: THE CONTRACTOR SHALL FINISH GRADE RESIDENTIAL LOTS AS SHOWN ON THE TYPICAL HOUSE PAD CONSTRUCTION DETAIL, 5EE SHEET C3.2. N7 ELEVATION AT BACK OF HOUSE FIRST FLOOR ELEVATION MINIMUM BASEMENT FLOOR ELEVATION (BASED ON WETLAND OR SEWER.) FINISHED GARAGE FLOOR ELEVATION OWNERS/DEVELOPERS YOBERRY FARMS, LLC BILL COFFMAN 7105 HAZELTINE BLVD. EXCELSIOR, MN 55331 (612) 202-0692 DAVID HURRELL 7460 BENTBOW TRAIL CHANHASSEN, MN 55331 KAREN WEATHERS 7235 HAZELTINE BLVD EXCELSIOR, MN 55331 CITY � I ,`. CRY OF CHANHASSEN MINNESOTA NOTE5 CIVIL SHEET INDEX SHEET TITLE CO.1 CIVIL TITLE SHEET / EXISTING CONDITIONS AND DEMOLITION PLAN CI.2 / C3.1 PRELIMNARY GRADING & EROSION CONTROL C3.2 PRELIMINARY GRADING DETAILS / PRELIMINARY UTILITY PLAN C5.1 / L2.1 / i ROCK CONSTRUCTION C3,2 ENTRANCE (TYP.) i } 1 0 i w � r. w w I w w v o 1# V; CW 1 f / I�' /0 (3 r3 • _x/ / U - 41 j / / I T/W 1004.0 I B z.0 } / PI -0ND SO 1 dd�� W IVV"I,V BE ROVIDED Ap-EUPON ITS COMPLETION. � B: W 994.0 CD ,CATcHBASIN C3.2 / z � � 1 wA - t P6TEEION7YP,) 4liall w moo' 9Y°-- ----- - ------ p - / )27.0 �. / 1 7---- - -�-- - - J '� I OVERFLOW \1036.0 / 105:,._ -..- OUTLET 10 .° i \ \ IL --J Or 1052 . . o li \ /, ,. r-� I I`•r r-- r; T W, /-1047.0 [ 7 W I' 1059.0 9 __------- - -- \ ///. `"• --. - I B 1'46.0 B 1046.2 IZB .. J _ - _ - -- _ _ ` -- -_ . ra 1 = 1111=41 . �• L5 O �o ,.. _- T .,1047.8 IJ B/W 1046.4 I.. . 1 � / 100 - YR HWL=1021.46' � '<' -- � `\ Q) ��' WA�K I •� /i:/ ., oR �r ..,.- �.� s` ,+ __'a I % ,in(6p/✓„ .._. 106:I .- WETLAND BUFFER R\ %• i / EDGE SIGN (TYP.) 90� PROVIDE STEPS FOR r 'F IFRAOE TRANS)TION'- i` U32HEA Y D' 1,�� SILT FENCE po h o r k - .. G..o .� '=�A T W 1038.0 -,.. _ -._ B/.W 1037.0 r �A p 0JTL001 (:) o \ WF LAND 3 ` IILIJ ,I 100 -YR p56� p ;, o T W 1031.0 HWT 1001346' e/w 1oz2.o _ 1020.0 �. 5- 1 W 1039.0 -' 15 B W ow \A .:�. \ ( ) , , IMPACT AREA FILL I 2 (TYP.) D (1:577 SQ.FT) -r - ',O6g 0 1 \ N IGATIONf-=REQUIRED 06 04 AFD W 1035.0 3 1 O p .._!070 B 1032.0 } 0 - 1044 ..�'o o o T W 1033.0 LLe i \� B 1033.0_; -- -. p - _......_I -. -- f - _ 1040 o - TOY 1038.3.. - - 1 /-\ 0 1 12_ o3y0D -. 14 I5 i A6 i 1048.0. 1042. m F I - i 5 10540 -.... I FBg30 : 1041.0 1046. t°' \Oy2 0 -- 5� 1048.0104,30 .2 .2 I - _ 10 H�BASN - _ . :1052:0 f •. / 0 - -T- , HWL=7100q- 45 1 - -- 0 - -"-- �- �' 1 1PACT AREA (FILL) , (a23 50.F7) '1=-il_�^r•IC MITIGATION REQUIRED I \0 07 ON WI_ 110113. SE l IOYR 10140 1 V` r A/ oso.o TWO I ` i 1 e AQ�3 - �' V 1016 1016 1 ` t rt.p o FBWO � 7N I t o, rG,. a � --�-\� .. _... 101=-_--�• �� n\\ / a ;yam -�/ L O �1\ 6 lol v v l� 014 o. o I . 3 .2 SILT FE,NrCS (TYP.)et, C TCH BASyC3.2 CA 4 PROTECTION (TTT2 \\ \\ I I r - I I I � \�. I, ♦ ,. I I I\ 1 1 1 1\I\I I /1 I F(e F- 1• �_ v\ LI L_ L, \\ ., / / •. I -r r - . 1,- n 11 11 1 • r ..,U _ • _:. I , r - / -I- r. Or, r I -r , i • 1 i / L% I1 1111 I -I'f 1 I Y' 1I\I1 e /a I _�L_- /I SURVEY BENCHMARK r 009.0 - I 196.0 13 e�w \ I I=NOTES Ir \ SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS I, BACKGROUND INFORMATION TAKEN FROM BOUNDARY AND TOPOGRAPHY SURVEY PERFORMED BY LANDFORM, MINNEAPOLIS, MINNESOTA, ON MAY 5, 2004, EXPRESSLY FOR THIS PROJECT. ADDITIONAL UTILITY INFORMATION SHOWN WAS PROVIDED BY CITY OF CHANHASSEN, MINNESOTA AS -BUILT DRAWINGS. UTILITY LOCATIONS TO BE FIELD VERIFIED PRIOR TO EXCAVATION / CONSTRUCTION. IF ANY DISCREPANCIES ARE NOTED, THE ENGINEER SHOULD BE IMMEDIATELY NOTIFIED FOR RESOLUTION. EROSION CONTROL NOTES 2. THE CONTRACTOR SHALL INSTALL SILT PENCE PRIOR TO COMMENCING GRADING ACTIVITIES AND SHALL MAINTAIN SAID FENCE FOR DURATION OF CONSTRUCTION ACTIVITIES. UPON ESTABLISHMENT OF TURF THE CONTRACTOR SHALL REMOVE SILT FENCE AND DISPOSE OFFSITE. 3. THE PONDS SHALL BE EXCAVATED AS EARLY IN THE CONSTRUCTION PROCESS AS POSSIBLE. THE CONTRACTOR SHALL REMOVE THE 51LT PROM THE POND AFTER TURF IS ESTABLISHED IN THE PROJECT. 4, AFTER GRADING IS COMPLETE THE CONTRACTOR SHALL INSTALL BMP'S AS SHOWN ON THE PLAN TO MINIMIZE EROSION. 5. ADJACENT STREETS SHALL BE SCRAPED CLEAN DAILY AND SWEPT CLEAN WEEKLY. 6. THE CONTRACTOR SHALL LIMIT HIS ACTIVITIES TO THE GRADING LIMITS SHOWN ON THE GRADING PLAN, ALL CONSTRUCTION ACTIVITIES SHALL COMPLY WITH LOCAL OROINANCE. 7. THE CONTRACTOR SHALL SCHEDULE HIS OPERATIONS TO MINIMIZE THE DISTURBED AREA AT ANY GIVEN TIME. 8. ALL DISTURBED NON -PAVED AREAS SHALL BE RESTORED WITH A MINIMUM OF FOUR INCHES (4') OF TOPSOIL AND SEED AS DIRECTED BY THE ENGINEER, WITHIN THE FOLLOWING: > 3:1 SLOPE 7 DAYS, 3:1 TO 10:1 SLOPE 14 DAYS, AND < 10:1 SLOPE 21 DAYS PERIOD FOLLOWING COMPLETION OR SUSPENSION OF GRADING ACTIVITY IN THAT PARTICULAR AREA. 9. ALL SEED, SOD, MULCH AND FERTILIZER SHALL CONFORM WITH FOLLOWING MNDOT SPECIFICATIONS, AS MODIFIED BELOW: ITCM SPECIFICATION NUMBER SOD 3878 SEED (TYPE 50 040 LB/AC.) + (IIOA IN 60 LB/AC) 3876 MULCH (TYPE 1. DISC ANCHORED) 3882 FERTILIZER 3881 GENERAL PLACEMENT 2575 GRADING & PAVING NOTES 10. PROPOSED SPOT ELEVATIONS SHOWN AT CURBLINES ARE FLOWLINE ELEVATIONS UNLESS INDICATED OTHERWISE. II. PAVING SECTIONS: o. BITUMINOUS PAVING 1-1/2" BITUMINOUS WEAR (MNOOT 2350 LVWE35030B) TACK COAT (MNDOT 2357) 2" BITUMINOUS BASE (MOOT 2350 LVNW35030B) 12" CLASS 5 AGCREGATE BASE 24" SELECT GRANULAR BASE (MOOT 3149.28) COMPACTED SUBGRADE 12. REFER TO RECON--ENDATIONS N THE GEOTECHNICAL REPORT POR ANY ADDITIONAL SITE PREPARATION INFORMATION OR REQUIREMENTS. 13. SPOT ELEVATIONS SHOWN AT CATCH BASINS ON THIS PLAN DO NOT REFLECT 2" CASTING SUMP AND ACTUAL RIM ELEVATIONS. SEE SHEET C4.1 FOR ACTUAL RIM ELEVATIONS. 14. PROTECT ALL SURFACE SITE FEATURES NOT NOTED FOR REMOVAL. 15. EXISTING TREES NOTED FOR REMOVAL SHALL BE REMOVED N THEIR ENTIRETY FROM THE SITE, INCLUDING ROOT STRUCTURES. NO CLEARING EFFORTS SHALL BE STARTED WITHOUT THE CAREFUL COORDINATION W/ THE OWNER'S REPRESENTATIVE TO MARK TREES TO BE SAVED OR REMOVED. 16. EXISTING ORGANIC MATERIAL (TOPSOIL) TO BE REMOVED PER GEOTECHNICAL RECOMMENDATIONS FROM BUILDING AND PAVEMENT AREAS. SUITABLE EXISTING MATERIALS MAY BE MINED FROM NONSTRUCTURAL AREAS AND REPLACED WITH ORGANIC MATERIAL. 17, N BUILDING PADS AND PAVED AREAS THE BACKFILL MATERIAL SHALL BE COMPACTED TO 95% OF THE 5TANDARD MOISTURE DENSITY RELATIONSHIP OF SOILSASTM D-698-70 EXCEPT THE TOP THREE FEET 3' OF THE BACKFILL WHICH SHALL BE COMPACTED TO 100% DENSITY. N AREAS WHERE FILL DEPTH EXCEEDS TEN FEET (10') THE FILL SHALL BE COMPACTED TO 98% DENSITY. PRIOR TO PLACING EMBANKMENTS IN BUILDING PADS AND STREETS, ALL TOPSOIL AND UNSTABLE SOIL SHALL BE REMOVED. AN INDEPENDENT TESTING FIRM SHALL VERIFY THE COMPACTION AND REMOVAL OF ORGANIC AND UNSTABLE SOILS AND PROVIDE THE RESULTS OF THESE TESTS TO THE ENGINEER AND CLIENT. 18. THE FILL SOILS SHOULD BE PLACED AND COMPACTED USING LIFT THICKNESSES WHICH ARE COMPARABLY MATCHED TO THE TYPE OF FILL AND THE COMPACTQR BEING USED, THE COMPACTOR SHOULD BE CAPABLE OF OBTAINING THE RECOMMENDED COMPACTION LEVELS THROUGHOUT THE ENTIRE THICKNESS OF THE FILL LIFT. 19. ALL RETAINING WALLS TO BE DESIGNED N ACCORDANCE WITH LANDFORM'S SEGMENTAL RETAINING WALL SPECIFICATION. CONTACT LANDFORM POR A COPY OF THE SPECIFICATION. NOTE: THE CONTRACTOR SHALL FINISH GRADE RESIDENTIAL LOTS AS SHOWN ON THE TYPICAL HOUSE PAD CONSTRUCTION DETAIL, 5EE SHEET C3.2. N7 ELEVATION AT BACK OF HOUSE FIRST FLOOR ELEVATION MINIMUM BASEMENT FLOOR ELEVATION (BASED ON WETLAND OR SEWER.) FINISHED GARAGE FLOOR ELEVATION OWNERS/DEVELOPERS YOBERRY FARMS, LLC BILL COFFMAN 7105 HAZELTINE BLVD. EXCELSIOR, MN 55331 (612) 202-0692 DAVID HURRELL 7460 BENTBOW TRAIL CHANHASSEN, MN 55331 KAREN WEATHERS 7235 HAZELTINE BLVD EXCELSIOR, MN 55331 CITY � I ,`. CRY OF CHANHASSEN MINNESOTA NOTE5 CIVIL SHEET INDEX SHEET TITLE CO.1 CIVIL TITLE SHEET CI.I EXISTING CONDITIONS AND DEMOLITION PLAN CI.2 PRELIMNARY TREE NVENTORY C3.1 PRELIMNARY GRADING & EROSION CONTROL C3.2 PRELIMINARY GRADING DETAILS C4.1 PRELIMINARY UTILITY PLAN C5.1 PRELIMINARY PLAT L2.1 PRELIMINARY LANDSCAPE PLAN REVISION HISTORY DATE REVISON RENEW /04 STAFF' C• -M ll 12/20/04 STAFF COMMENTS -#2 :UCTURE STYLE FULL BASEMENT (FS) FULL BASEMENT WALKOUT (FBWO) FULL BASEMENT LOOKOUT (FBLO) FULL BASEMENT SIDE LOOKOUT (FBI EXCEPTIONS: < - GARAGE FLOOR DROPPED 1.0" PROJECT MANAGER REVIEW NOTES: I. GARAGE FLOOR ELEVATION IS ALWAYS FACING THE ROAD. 2. CUSTOM LOTS TO BE GRADED BY BUILDER TO SAVE AS MANY TREES AS POSSIBLE. HOUSE PAD DETAIL 1000" ► 1 ` '- SILT FENCE (STANDARD) SILT FENCE (HEAVY-DUTY) SILT FENCE (STANDARD) ALSO ACTING AS TREE PROTECTION - SILT FENCE (HEAVY-DUTY) ALSO ACTING AS TREE PROTECTION 0 NORTH NO SCALE 0 60 120 7 : SCALE IN FEET EY; STEVEJOHNSTON DAZE 12/20/04 CERTIFICATION I hereby c ,fy that the plan was prepsrsd by me, or under my dllr>ct sapevmon. and that I am a duly ljcensed Professional Englneer under the i of the state of MINNESOTA. Stephen M. Johnston "Istrallon No. 189b1 DATE: 12/70/04 51 shown Is a dlgltal roproducbon of "mol. Wet signed copy of thl5 plan on Elle rt landform Engmeering Comparry offices alyd le evadable upon regLrst. REVI5ED PRELIMINARY 50MITTAL DECEMBER 20, 2004 PROJECT: YOBERRY FARM CHANHASSEN, MN LANDFORM MINNEAPOLIS -PHOENIX 510 Firet Avenue North, 5343 North 16th Street, Butler North Building, Suite 650 Madison Square, Suite 460 Minneepolle MN 554031610 Phoenix AZ 650163234 Phone 612-252-9070 Phone 602-952-9154 Fax 612-252-9077 Fax 602-952-9155 www.landform.net FILE NAME C301T513.DWG PROJECT NO. TSO4013 PRELIMINARY GRADING & EROSION CONTROL PLAN C3011 0 LANDFORM 2004 rfa !Pin Blvd. 9 ITIAlR. SIMV Administration August 3, 2005 CITY OF Ms. Karen Weathers CHMNSEN 7235 Hazeltine Boulevard 7700 Market Boulevard Yoberry Farms, LLC PO Box 147 7105 Hazeltine Boulevard Chanhassen, MN 55317 Excelsior, MN $5331 Administration This letter is to formally notify you that on June 13, 2005, the Cit Council adopted Y Y Y Y P Phone: 952.227.1100 Ms. Karen Weathers Fax:952.227.1t110 7235 Hazeltine Boulevard Building Inspections Excelsior, MN 55331 Phone: 952.227.1180 Highcrest Meadows Second Addition, and Highcrest Meadows Third Addition Fax: 952.227.1190 Mr. David Hunel Planning A 7460 Bent Bow Trail Engineering Phone: 952.227.1180 Chanhassen, MN 55317 Fax: 952.227.1170 1. A minimum of two oversto trees shall be required in the front and of rY q Y mance Re: Yoberry Farm — lanning Case No. 04-43 Public Works trees required on each lot as shown on the landscape plan dated May 20, Phone: 952.227.1140 200$. Fax: 952.227.1110 Dear Applicants: Park: Recreation Phone:952227.1i20 This letter is to formally notify you that on June 13, 2005, the Cit Council adopted Y Y Y Y P Fax: 952 227A 110 the following r�-''•yn: Recreation Center 2310 Coulter Boulevard "The City Council approves Construction Plans for Highcrest Meadows, Phone: 952.227.1400 Fax 952227.1404 Highcrest Meadows Second Addition, and Highcrest Meadows Third Addition (formerly known as Yoberry Farm) as shown on plans dated May 20, 2005 Planning A subject to the following conditions: Natural Resources Phone 952.227.1130 Fax: 952.227.1110 1. A minimum of two oversto trees shall be required in the front and of rY q Y each lot. The applicant shall supply the city with a list of the number of Public Works trees required on each lot as shown on the landscape plan dated May 20, 1591 Park Road 200$. Phone: 952.227.1300 Fax: 952.227.1310 2. The developer shall be responsible for installing all landscape materials Senior Center Phone: 952.227.1125 proposed in rear and side yard areas. Fax: 952.227.1110 3. A tree preservation fence shall be installed at the edge of the grading Web She limits prior to any construction. Fencing must be maintained until all www.6chanhasO mn.us infrastructure and home construction is complete. 4. Tree preservation on-site shall be according to tree preservation plans dated 12/20/04. Any trees removed in excess of the proposed tree preservation plans will be replaced at a ratio of 2:1 diameter inches. The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gent place [olive, work, and play. Yoberry Farms, LLC Karen Weathers David Hurrel August 3, 2005 Page 2 5. A total of 409 trees are required to be planted as reforestation requirements. The following table will list all front yard trees: Mghcrest Meadows front yard tree requirements LOT BLOCK ADDITION FRONT YARD TREES REQUIRED 1 1 1 5 2 1 1 2 3 1 1 2 4 1 1 2 5 1 isl2 6 1 isi2 7 1 1 5 8 1 1 2 9 1 1 2 10 1 1 2 11 1 1 2 12 1 1 3 13 1 1 2 14 1 1 2 15 1 is'] 2 16 1 151 3 1 2 isl3 2 2 1sT- 3 3 2 is] 4 1 3 1 4 2 3 1NI2 3 3 INI2 4 3 -7 2 5 3 1 3 6 3 isl 2 7 3 1 2 8 3 1 5 1 4 isl2 2 4 1 2 3 4 1 4 4 4 1 8 1 5 1 4 2 5 1 4 Yoberry Farms, LLC Karen Weathers David Harrel August 3, 2005 Page 3 3 5 PI 3 4 5 1Sr- 2 5 5 1 2 6 5 1 2 7 5 1 2 8 5 1 2 9 15 1 3 10 5 1 2 11 5 lbi3 12 5 1 4 1 1 2 2 2 1 2 3 3 1 2 2 1 2 2 4 2 2 2ND 2 3 2 2 -i- 1 1 3rd 3 2 1 3 2 3 1 3 2 4 1 3 2 5 1 3 2 6 1 3 2 7 1 3 2 6. The applicant will be required to pay full park and trail fees at the rate in force at the time of final plat. In addition, a trail easement must be dedicated over the segment of trail/sidewalk located on Outlot D, Highcrest Meadows l' Addition. Outlot H of Highcrest Meadows 1s` Addition and Outlot B of Highcrest Meadows 2°d Addition shall be deeded to the City. 7. The storm sewer must be designed for a 10 -year, 24-hour storm event. A minimum of 15 -inch diameter pipe must be used. Also, revise the slope and/or size of pipes between MH112-CBMH102, MH104-CBMH103, and CBMH102-CBMH103. 8. On the utility plan: a. Revise the raw water pipe size from 10 to 12 inch diameter. Yoberry Farms, LLC Karen Weathers David Hurrel August 3, 2005 Page 4 9. On the grading plan: a. Show the 100 -year HWL of wetlands 1 and 5. b. Show the benchmark used for the site survey. c. Show the location and elevation of all emergency overflows. The elevation must be 1.5 feet lower than adjacent house elevations. d. Remove existing temporary cul-de-sac pavement and re -sod it at the north on Mghover Drive. e. Remove the existing outlet control structure after installing the proposed outlet control structure on the existing north storm pond. 10. Any retaining wall over four feet in height must be designed by a registered civil engineer and a permit from the City's Building Department must be obtained. In addition, encroachment agreements will be required for any retaining wall within a public easement. Approved safety fence will be required on top of all retaining walls which are adjacent to sidewalks or trails. 11. The sanitary sewer and water hookup charges along with the Lake Ann Interceptor charge will be applicable for each of the new lots. The 2005 trunk hookup charge is $1,458.00 per unit for sanitary sewer and $2,955.00 per unit for watermain. The total 2005 Lake Ann Interceptor charge is $2,270.00 per unit and the SAC fee is $1,525.00 per unit. All of these charges are based on the number of SAC units assigned by the Metropolitan Council. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. 12. All disturbed areas, as a result of construction, must be seeded and mulched or sodded immediately after grading to minimize erosion. 13. The applicant should be aware that any off-site grading will require an easement from the appropriate property owner. 14. If importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 15. All private driveway accesses for the demolished home sites off TH 41 must be removed and resodded/restored up to the Highway 41 pavement edge. 16. All of the utility improvements are required to be constructed in accordance with the City's latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a Development Contract with the City and supply the necessary financial security in the form of a letter of Yoberry Farms, LLC Karen Weathers David Hurrel August 3, 2005 Page 5 credit or cash escrow to guarantee installation of the improvements and the conditions of final plat approval. 17. The applicant will be required to cover the cost of all necessary upgrades to L.S. #27 for the wastewater from the 11 additional homes. 18. A curve sign with a 20 -mile per hour speed limit at the eastern end of Gunflint Trail is required on both sides of the curve. 19. The pond built in conjunction with the Ifighover subdivision must be maintained to ensure it meets the size and volume standards to which it was originally designed. Any inlet and outlet structures on that pond requiring maintenance or replacement must be corrected. In addition, areas experiencing erosion due to storm water discharge must be stabilized. 20. The applicant will need to obtain an agreement from Xcel Energy that prohibits any future encroachment of the power poles into the street pavement or move the street and right-of-way outside of the existing easement area. 21. A wetland buffer 16.5 feet in width must be maintained around Wetlands 2, 3, 4 and 5. A wetland buffer 20 feet in width must be maintained around Wetland 1. Wetland buffer areas should be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant should install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign. 22. All structures must maintain 40 -foot setbacks from wetland buffer edges. 23. All bluff areas must be preserved. In addition, all structures must maintain a 30 -foot setback from the bluff and no grading may occur within the bluff impact zone (i.e., the bluff and land located within 20 feet from the top of a bluff). 24. Silt fence must be installed between wetland impact areas and the remaining wetland. 25. All exposed soil areas should have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: Type of Slope Time (Maximum time an area can Steeper than 3:1 7 days remain open when the area Yoberry Farms, LLC Karen Weathers David Harrel August 3, 2005 Page 6 10:1 to 3:1 14 days is not actively being worked.) Flatter than10:1 21 days These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or manmade systems that discharge to a surface water. 26. Street cleaning of soil tracked onto public streets Highover Drive, Lake Lucy Road, Gunflint Trail, Longacres Drive, Hunter Drive and Highway 41 must include daily street scraping and sweeping. A brush -type sweeper shall be on site at all times and the streets must be cleaned once a week with a pickup - type sweeper. 27. At this time, the estimated total SWMP fee, due payable to the City at the time of final plat recording, is $100,341.13. 28. The applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase H Construction Permit), Minnesota Department of Natural Resources (for dewatering), Minnesota Department of Health, Minnesota Department of Transportation, and comply with their conditions of approval. 29. Building Department conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. c. Existing wells and on-site sewage treatment systems must be abandoned in accordance with State Law and City Code. d. Separate sewer and water services must be provided to each lot. e. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. f. The developer must coordinate the address changes of the three existing homes with the construction of the development and provide access for emergency vehicles at all times. Yoberry Farms, LLC Karen Weathers David Harrel August 3, 2005 Page 7 30. Fire Marshal conditions: a. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance 9-1. b. No burning permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. c. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. Temporary street signs shall be installed on each street intersection when construction of new roadways allows passage by vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. d. Submit proposed street names to Chanhassen Building Official and Chanhassen Fire Marshal for review and approval. e. An additional hydrant will be required at the southernmost tip of Lot 4. Relocate the fire hydrant from between Lots 18 and 19 to between Lots 16 and 17 and add an additional fire hydrant between Lots 1 and 8. 39. A windmill appears within the front yard setback on Lot 4, Block 1, Yoberry Farm. The applicant shall remove or relocate this structure prior to final plat recording. 40. Approval of this subdivision is contingent upon vacation of existing drainage and utility easements located on Lots 1 through 3, Block 2, Yoberry Farm 2nd Addition. 41. Trees that should be located and field graded prior to grading to determine whether or not they should be removed include: #42, #192, #250, #81, #270 and #251. 42. The developer will be required to install a 10 -inch raw water transmission main for future connection to the City's second water treatment plant as a part of the utility construction and provide public drainage and utility easements over the transmission main. As this is a system -wide improvement, the construction cost for the raw water main will be paid by the City from the water portion of the utility fund. 43. No construction access is permitted off of Highway 41. Yoberry Farms, LLC Karen Weathers David Hurrel August 3, 2005 Page 8 44. The storm sewer must be designed for a 10 -year storm event. Minimum 15 -inch pipe diameter must be used and revised pipe slope and/or diameter size between MH112-CBMH102, MH104-CBMH103 and CBMH107- CBMH103. 45. Storm manholes #102, 118 and 122 must be with sump. 46. On the demolition plan add a note to restoretsod any removed existing access of TH 41 up to the pavement edge. 47. Add the following City Details No: 1001, 1002, 1003, 1004, 1005, 1006, 1009, 2001, 2002, 2101, 2103, 2107, 2109, 2110, 2201, 2202, 2203, 2204, 2205, 3101, 3102, 3104, 3106, 3107, 3108, 3109, 5200, 5203, 5204, 5205, 5214, 5215, 5216,5221,5232, 5240,5241, 5300, 5301, 5302, 5302A, 5310, 5311, 5312 and 5313. 48. On sheet C3.1: a. Show as shaded all slopes 3:1 or more need erosion control blanket. b. Call out type I or 11 silt fence per City detail 5300. c. Call out "remove existing structure" between pond and wetland #4. d. Many of the building pad elevation numbers are turned around --revise accordingly. e. All EOF must be 1.5 -ft lower than the building lower level elevation. L Show EOF end at cul-de-sac Mghover Drive. 49. Lot 2, Block 2, Highcrest Meadows shall maintain a minimum lot area of 15,000 square feet and Lot 6, Block 5, Highcrest Meadows shall maintain a minimum depth of 125 feet. 50. Existing drainage and utility easements within the site must be vacated prior to recording of the final plat. 51. A wetland buffer 16.5 feet in width must be maintained around Wetlands 2, 3,4 and 5. A wetland buffer 20 feet in width must be maintained around Wetland 1. Wetland buffer areas should be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant should install wetland buffer edge signs, under the direction of City staff, before construction begins and must pay the City $20 per sign" Yoberry Fames, LLC Karen Weathers David Hurrel August 3, 2005 Page 9 If you have any questions, please call me at (952) 227-1134 or e-mail me at saljaff @ci.chanhassen.mn.us. Sincerely, `AA' Sharmeen Al-Jaff Senior Planner c: Bill Bement, Engineering Technician IV Alyson Morris, Assistant City Engineer Steve Torell, Building Official Bill Coffman P.O. 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N N N N loll Fn n --x1010 1009 7m m n (0 (0 L��1006 Q Z R s ,003 y Z Y Z n V om 1001 D �{ —r—]000 I n w B x-999 nZ C 2 Z L998 e Fr -1 99] N N Z I P o ^ y N N N N N N N N N N N N N N N N N N N N N N N ANCHOR DIAMOND PROry 1 WALL T (MAXIMUM BEARING PRESSUE = 2,700 PSF) N N N N N N N N N N a 991 ----------------------- ------- —..u-ii..._'l_______-glom 1,�,,&lFrTIRIMAIYMAMOND SEARING PRESSUE = 2.700 PSF) LEGEND UZ _ 3 1 - INDICATES REINFORCEMENT LENGTH F 0 1 ANO/OR ELEVATION CHANGE W • - INDICATES APPROXIMATE LOCATION OF W DRAINTILE OUTLET THROUoH FACE J C eX OETAIL NUMBER G - SHEET NUMBER Z (I) W W LV ( - CE INDICATES LOCATION OF SECTION CUT 19 19 () Y WS 9 INDICATES APPROXIMATE LOCATION OF N C7 OUTSIDE RADIUS (STATIONING SNOWN)N) eWA - uJ INDICATES AFVIUS OXIMATE(STATION LOCATION) N INSIDE RADIUS (STATIONING SHOWN) ❑ WA - INDICATES APPROXIMATE LOCATION OF d 90 -DEGREE OUTSIDE CORNER 0 IL NOTES, - Y a. - CITY OF CHANHASSEN 1)'TIONS OF CORNERS AND RADII SHOWN ARE sNeR XIMATE AND SHOULD BE VERIFIED IN THE AUG 2 4 ng PRIGR TO CONSTRUCTION OF THE W SEGMENTAL RETAINING WA . BUILDING DEPARTMENT 2) GIPS NOT STIOWN FOR CLARITY ELt N N N N N N N N N N N N N N N N N N N N N N N /ANCHOR DIAMOND PROs ( 3 TWALL i (MAXIMUM BEARING PRESSUE = 2,700 PSF �SRADIUS TO :STA 1+10 /'SAN CHOR DIAMOND PROry 1 /rZ \WALL A (CONTINUED) \W3 (SCALE: CHOR DIAMOND PR❑ LL A (CONTINUED) w" 3v nl mm m' N ml <N NI QZ ml Of PI EQ rvi Ne nl YZ PI QC mW W Z NZ O Pn- Y i IL �A LEGEND Q ❑ L _ a n - n - INgGTES REINFORCEMENT LENGTH AND/OR ELEVATION CHMGE w Q _ V � DETAL NUMBER SHEET NUMBER Q N N N N N N N N N N N N N N N N N N N N N N N N N N N N N ANCHOR DIAMOND PROry 1 4 e< INDICA TES APPROXIMATE LOCATION OF w1 W7 OUTSIDE RADIUS (STATIONING SHOWN) WALL A (MAXIMUM BEARING PRESSURE = 2.700 PSF) 1'/a 2 W7 INDICATES NWROXINWM LOCAT OF SHOWN) W '(1 INSIDE RADIUS (STATONING W3 (SCALE: 1'=5W) N 6 W� INDICATES APPROXNMTE LOCATION OF 90 -DEGREE OUTSIDE CORNER ❑ a 13 x wv (L (—y 1) LOGTIDNS OF CORNERS MID RADII SHOWN ME OUTSIDE RM IS MPROXIMATE MD SHOULD BE VERIFIED IN ME I= HELD PRIOR i0 CONSTRUCTION OFT RV OFCHANHASSENSEGMENTM RUNNING WMLS2) rW- 34A 1+50 TO *SIA 3+60 ----------------- T________s________T_ __ -------- /'SAN CHOR DIAMOND PROry 1 /rZ \WALL A (CONTINUED) \W3 (SCALE: CHOR DIAMOND PR❑ LL A (CONTINUED) w" 3v nl mm m' N ml <N NI QZ ml Of PI EQ rvi Ne nl YZ PI QC mW W Z NZ O Pn- Y i IL �A LEGEND Q ❑ L _ a � D - INgGTES REINFORCEMENT LENGTH AND/OR ELEVATION CHMGE w Q w DETAL NUMBER SHEET NUMBER Q Z N h INDICATES LOCATXIN OF SECTXXT CUT w w 0 4 e< INDICA TES APPROXIMATE LOCATION OF w1 W7 OUTSIDE RADIUS (STATIONING SHOWN) 2 W7 INDICATES NWROXINWM LOCAT OF SHOWN) W ,1G INSIDE RADIUS (STATONING ( N 6 W� INDICATES APPROXNMTE LOCATION OF 90 -DEGREE OUTSIDE CORNER ❑ a 13 x (L NOTES: 1) LOGTIDNS OF CORNERS MID RADII SHOWN ME MPROXIMATE MD SHOULD BE VERIFIED IN ME HELD PRIOR i0 CONSTRUCTION OFT RV OFCHANHASSENSEGMENTM RUNNING WMLS2) rW- CMS NOT SHOWN FOR CLMITY March 24, 2005 I Yoberry Farms, LLC UffOF 7105 Hazeltine Blvd Excelsior, MN 55331 "M%UJJII Karen Weathers 7700 Market Boulevard 7235 Hazeltine Blvd PBox MIN Excelsior, MN 55331 Chanhassen,MN 55311 Administration David Hurrel Phone: 522.2711100 7460 Bent Bow Trail Fax: 952.227 1110 Chanhassen, MN 55317 Building Inspections Phone: 952.227.1180 Re: YoberryFarm — Planning Case No. 04-43 Fax: 952.221.1190 g Engineering Dear Applicants: Phone: 952227.1160 For: 952.227.1170 This letter is to formally notify you that on February 14, 2005, the City Council Finance adopted the following motion: Phone: 952.227.1140 Fax: 952.227.1110 "The City Council approve Planning Case #04-43 to rezone 35.79 acres of Park & Recreation property zoned RR, Rural Residential to RSF, Residential Single Family for Phone: 952.227.1120 Yoberry Farm as shown on the plans dated received December 20, 2004, and to Fax: 952.227.1110 approve the preliminary plat for Subdivision Case #04-43 for Yoberry Farm for Recreation Center 2310 Coulter Boulevard {� b '�7 lots and 8 outlots as shown on the plans received December 20, 2004, and the Phone: 952.227.1400 plan presented February 28, 2005 and dated February 22, 2005, subject to the Far 952.227.1404 following conditions: Planning & Natural Resources 5l�\ 1. A minimum of two overstory trees shall be required in the front yard of each Phone: 952.227.1130 lot. The applicant shall supply the city with a list of the number of trees Fax: 952.227.1110 required on each lot as shown on the landscape plan dated 12/20/04. Public Works 1591 Park Road .5ss\2. The developer shall be responsible for installing all landscape materials Phone: 952.227.1300 proposed in rear and side yard areas. Fax: 952 227,1310 Senior center \ 3. Tree preservation fence shall be installed at the edge of the grading limits Phone. 952.227.1125 prior to any construction. Fax: 952.227.1110 Web site . Tt\� 4. Tree preservation on site shall be according to tree preservation plans dated� www.ci.cnanhassen.mn.us 12/20/04., Any trees removed in excess of proposed tree preservation plans will be replaced at a ratio of 2:1 diameter inches. St\1 5. Tree removal calculations must be shown for lot 3, block 1, Yoberry 2°d Addition. Revised calculations for the entire development will be required before final plat approval. -�QO 6. Payment of park fees at the rate in force at the time of platting shall be }� required as a condition of approval. Pri5o s e conAi ibh>-A- QP A` ;04 t 1 The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trai , and beautiful parks. A great place to live, work, and play. Yoberry Farms, LLC Karen Weathers David Hurrel March 24, 2005 Page 3 3-%IWAZ 14 Any retaining wall over four feet in height must be designed by a registered civil engineer and a permit from the City's Building Department must be obtained. In addition, encroachment agreements will be required for any retaining wall within a public easement. Approved safety fence will be required on top of all retaining walls which are adjacent to sidewalk or trails. j�,\\ - e sanitary sewer and water hookup charges along with the Lake Ann Interceptor charge will be applicable for each of the new lots. The 2005 trunk hookup charge is $1,458.00 per unit for sanitary sewer and $2,955.00 per unit for watermain. The total 2005 Lake Ann Interceptor charge is $2,270.00 per unit and the SAC fee is $1,525.00 per unit. All of these charges are based on the number of SAC units assigned by the Metropolitan Council. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. AOL D6 All disturbed areas, as a result of construction, must be seeded and mulched or sodded A immediately after grading to minimize erosion. 1'' 077 The applicant should be aware that any off-site grading will require an easement from the appropriate property owner. I taqIf importing or exporting material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. 1 a iteie- )�1`_ 19 11 vate driveyy accesses for the demolished home sites off TH 41 must be removedo,, J �yt5.lvre i pfe 'f14 --/q1 paVem*dec�e_, ^ ^ `20 All of the utility improvements are required to be constructed in accordance with the City's 11 lYlO latest edition of Standard Specifications and Detail Plates. The applicant is also required to enter into a Development Contract with the City and supply the necessary financial security in the form of a letter of credit or cash escrow to guarantee installation of the improvements �1`1 and the conditions of final plat approval. The applicant will be required to cover the cost of all necessary upgrades to L.S. #27 for the wastewater from the 11 additional homes. aO� D v1' J r" /h 10 A curve sign with a 20 mile per hour speed limit at the eastern end of Gunflint Trail is required on both sides of the curve. K, aftngmml �0ri //�5. The pond built in conjunction with the Highover subdivision must be maintained to ensure it meets the size and volume standards to which it was originally designed. Any inlet and �\`1� outlet structures on that pond requiring maintenance or replacement must be corrected. In YoberTy Farms, LLC Karen Weathers David Hurrel March 24, 2005 Page 2 i�,�A 13 On the grading plan: (�a Show the 100 -year HWL of wetlands 1 and 5. (� Show the benchmark used for the site survey. CC� Show the location and elevation of all emergency overflows. The elevation must be 1.5 feet lower than adjacent house elevations. �*� thgpronncPrl g� �' ,a � �ti cncr � �^c �fTr�TRI t,�Tv cr-�d i� Remove existing temporary cul-de-sac pavement and re -sod it at the north on Highover Drive. Remove the existing outlet control structure after installing the proposed outlet control structure on the existing north storm pond. Yober y Farms, LLC Karen Weathers David Hurrel March 24, 2005 Page 4 addition, areas experiencing. erosion due to storm water discharge must be stabilized. a The applicant will need to obtain an agreement from Xcel Energy that prohibits any future encroachment of the power poles into the street pavement or move the street and right-of- way outside of the existing easement area. o8. A wetland buffer 16.5 feet in width must be maintained around Wetlands 2, 3, 4 and 5. A wetland buffer 20 feet in width must be maintained around Wetland 1. Wetland buffer areas should be preserved, surveyed and staked in accordance with the City's wetland ordinance. The applicant should install wetland buffer edge signs, under the direction oCity staff, before construction begins and must pay the City $20 per sign.15 I � j� i es s vc ures must maintain 40 -foot setbacks from wetland buffer edges4y j ,,,'rt I( -es 04 V0. All bluff areas must be preserved. In addition, all structures must maintain a 30 -foot setback from the bluff and no grading may occur within the bluff impact zone (i.e., the bluff and land located within 20 feet from the top of a bluff). Silt fence must be installed between wetland impact areas and the remaining wetl d. j 12,jeKes 2. All exposed soil areas should have temporary erosion protection or permanent cover year round, according to the following table of slopes and time frames: ape of Sloe Time Steeper than 3:1 7 days 10:1 to 3:1 14 days Flatter than 10:1 21 days (Maximum time an area can remain open when the area is not actively being worked.) These areas include constructed storm water management pond side slopes, and any exposed soil areas with a positive slope to a storm water conveyance system, such as a curb and gutter system, storm sewer inlet, temporary or permanent drainage ditch or other natural or man made systems that discharge to a surface water. S-� 11 r p 1, -e s n•l11 ©3 Street cleaning of soil tracked onto public streets Highover ve, Lake Lucy Road, Gunflint �a[ . Trail, Longacres Drive, Hunter Drive and Highway 41 include daily street scraping and s�sweeping�ed. b�,si tyv� 5 sadri be A� �Fvee}S t.;� �- �ew� �.:� 2 WCtk W.k�. C3 - 4. Y �h;iw 4. At this ti at total SWMP fee, due payable �° the City at the time of final plat recordin '§$97,19 .:��or, �� ,� ( i. \ - 35 a applicant shall apply for and obtain permits from the appropriate regulatory agencies (e.g., Riley -Purgatory -Bluff Creek Watershed District, Minnesota Pollution Control Agency (NPDES Phase II Construction Permit), Minnesota Department of Natural Resources (for dewatering), r k. v Yoberry Farms, LLC Karen Weathers David Hurrel March 24, 2005 Page 5 Minnesota Department of Health Minnesota npprtment of Transportation, and comply with their conditions of approval. I, „'� (c -5j 36. Submit streets names to the Building Department for review prior to final plat approval. 5 1 37. Building Department conditions: a. A final grading plan and soils report must be submitted to the Inspections Division before building permits will be issued. b. Demolition permits must be obtained prior to demolishing any structures on the site. c. Existing wells and on-site sewage treatment systems but be abandoned in accordance with State Law and City Code. d. Separate sewer and water services must be provided each lot. e. Retaining walls more than four feet high must be designed by a professional engineer and a building permit must be obtained prior to construction. L The developer must coordinate the address changes of the three existing homes with the construction of the development and provide access for emergency vehicles at all times. Nw 38. Fire Marshal conditions: a. A 10 -foot clear space must be maintained around fire hydrants, i.e., street lamps, trees, shrubs, bushes, Xcel Energy, Qwest, cable TV and transformer boxes. This is to ensure that fire hydrants can be quickly located and safely operated by firefighters. Pursuant to Chanhassen City Ordinance 9-1. b. No burning permits will be issued for trees to be removed. Trees and shrubs must either be removed from site or chipped. c. Fire apparatus access roads and water supply for fire protection is required to be installed. Such protection shall be installed and made serviceable prior to and during the time of construction except when approved alternate methods of protection are provided. Temporary street signs shall be installed on each street intersection when construction of new roadways allows passage by vehicles. Pursuant to 2002 Minnesota Fire Code Section 501.4. d. Submit proposed street names to Chanhassen Building Official and Chanhassen Fire Marshal for review and approval. e. An additional hydrant will be required at the southernmost tip of Lot 4. Relocate the fire hydrant from between Lots 18 and 19 to between Lots 16 and 17 and add an additional fire hydrant between Lots 1 and 8. po ()e,39.On Sheets C3.1, C4.1, C5.1 and L2.1 of the plans, a gap appears on the western edge of Lots 4, GJ 5 19, 20 and 21 of Block 1 and Outlot A, Yoberry Farm. This gap must be eliminated. SI 40. A windmill appears within the front yard setback on Lot 4, Block 1, Yoberry Farm. The applicant shall remove or relocate this structure prior to final plat recording. 1``-- 41. Approval of this subdivision is contingent upon vacation of existing drainage and utility U}}Tn A(1 k;easements located on Lots 1 through 3, Block 2, Yoberry Farm 2°d Addition. 5 C Yoberry Farms, LLC Karen Weathers David Hurrel March 24, 2005 Page 6 GJ !�S- 42. The applicant shall remove the sidewalk on the west side of Gunflint Trail. 43. Trees that should be located prior to grading field verified as to whether or not they should be removed include: #312, #42, #192, #250, 46, 81, 270 and #251. 1,-"GThe developer will be required to install a 10 -inch raw water transmission main for future connection to the City's second water treatment plant as a part of the utility construction and provide public drainage and utility easements over the transmission main. As this is a system -wide improvement, the construction cost for the raw water main will be paid by the City from the water portion of the utility fund. C CT 45. The applicant shall provide a permanent trail easement or Outlot dedicated to the City between Lots 1 and 2, Block 1, Yoberry Farm 2°d Addition as depicted on the diagram:" a r h �r r NI _ :z..l.. 2 r F t ` . N- c� 3AIJV—(S) � con5�ruc.`�'�ovvacce9s �tf �s �errlc�p . IVB 46. ong as -p0A P,• 47. No connection of Highover and Gunflint Trail, specifics to be proposed by staff and the developer. If you have any questions, please call me at (952) 227-1134 or e-mail me at saljaff@ci.chanhassen.mn.us. Sincerely, Sharmeen Al-Jaff Senior Planner c: Matt Saam, Project Engineer Steve Torell, Building Official gAplan\2004 planning c \04-43 - yobwy farmVetter of approvalAm • � Bonestroo 0 Rosene Anderlik & Associates Engineers S Arcmtectz Client: Page: Project: Proj. No: Calculations For: Prepared By: Date: t�e�a;° �l Reviewed By: Date: �cCO4.�J- t Y�itl✓J' �. C3,I C�� V�ae�T—��o,i �irtr��"le,-mix r✓. 2 sow 0.S S� o d�1- F� 1� j1o1�s 3:1 or w oy-e v�eNb L v sio t� (3 Call out 1PE i or iS s,11' -�-Y�' `t Call a,t - �cy.a �xcs� -' ruc uc-e — �wf4. 00"s aY.t9 1nn^^ wctcw & * 4 II rJ Cr rlc� iQy Ne -J C* ro� 61w OL C�4 W. o 1,_ - �' /v Z- Kb Cn-Aru, t &cce5S Lw, 41 d u nVIM" r. 41 < Lo5 13��k s - �aAC t�e�a;° �l �{ cyvJQ. 3' I pt Z- Kb Cn-Aru, t &cce5S Lw, 41 d u nVIM" r. 41 < eonestroo 0 Rosene Anderlik & Associates Engineers S ArtM1iteRs 0r\ C4f-� Client: Page: Project: Proj. No: Calculations For: Prepared By: Date: Reviewed By: Date: (%" 5 W eA t �— ojAt cteia, j s - ao6 C'� 6-, V. loo/ 2/o9 3&� 5-jy( 7o9Z Z//v _310Y S 3 1003 Z210/ zoo S3of /Ooh ZZOL 5-�2o3 5302- /605` t-03 Sab� S3GG A aDav 5- -/004 /00 L? aaos' saIV S3�/ lav / 3/0 ass' 2- S3 (2- JIOZ J/0 2- 53f(o S3 2-3 Zlo/ 3io�l Sa-I 21o3 3166 syr 210*7 3107 -�;? SWMP FEE WORKSHEET DATE June 2, 2005 CASE # 04-43 PROJECT Highcrest Meadows (Yoberry Farm) 3rd Addition WATER QUALITY WATER QUANTITY Site Area in Acres Outlots Assessable area ZONING CLASSIFICATION FEES Rate per Acre RSF 5.23 (0.38) 4.85 Acres Total $ 1,093.00 4.85 $ 5,301.05 Rate per Acre Acres Total $ 2,705.00 4.85 $ 13,119.25 CREDITS ITEM UNIT QUANTITY UNIT 50% TOTAL PRICE PRICE Storm water pond acre 3.15 $ 1,093.00 0.5 $1,721.48 Outlet structure each 1.00 $ 2,500.00 1 $ 2,500.00 $ 4,221.48 SWMP FEE $ 18,420.30 SWMP CREDITS $ 4,221.48 TOTAL SWMP FEE $ 14,198.83 SWMP FEE WORKSHEET DATE June 2, 2005 CASE # 04-43 PROJECT I ighcrest Meadows (Yoberry Farm=Afttioi� Site Area in Acres Outlots Assessable area WATER QUALITY WATER QUANTITY WIWI lZ !ty W.%,,.714 CNAI Y DWI 14 DOM Rate per Acre 27.49 (4.03) 23.46 RSF Acres Total $ 1,093.00 23.46 $ 25,641.78 Rate per Acre Acres Total $ 2,705.00 23.46 $ 63,459.30 CREDITS ITEM UNIT QUANTITY UNIT 50% TOTAL PRICE PRICE Storm water pond acre 12.58 $ 1,093.00 0.5 $ 6,874.97 Outlet structure each 1.00 $ 2,500.00 $ 2,500.00 $ 9,374.97 SWMPFEE $ 89,101.08 SWMP CREDITS $ 9,374.97 TOTAL SWMP FEE $ 79,726.11 SWMP FEE WORKSHEET DATE June 2, 2005 CASE # 04-43 PROJECT Highcrest Meadows (Yoberry Farm) 2nd Addition WATER QUALITY WATER QUANTITY Site Area in Acres Outlots Assessable area ZONING CLASSIFICATION FEES Rate per Acre 3.28 (0.40) 2.88 RSF Acres Total $ 1,093.00 2.88 $ 3,147.84 Rate per Acre Acres Total $ 2,705.00 2.88 $ 7,790.40 CREDITS ITEM UNIT QUANTITY UNIT 50% TOTAL PRICE PRICE Storm waterpond acre 3.7 $ 1,093.00 0.5 $ 2,022.05 Outlet structure each 1.00 $ 2,500.00 $ 2,500.00 $ 4,522.05 SWAP FEE $ 10,938.24 SWMP CREDITS $ 4,522.05 TOTAL SWMP FEE $ 6,416.19 NA-M6620A133 (V.2.02 for MS WORD 09/0003 Minnesota Local/State/Federal Application Form for WaterNNetland Pro ectS PART I- BASIC APPLICATION "See HELP' direeta you to Important addifla"I Information orad asslstnnce is Intructlont, Page I- 1. LANDOWNEWAPPLICANT CONTACT INFORMATION (See Help 1) Name: BIII Coffman Phone 612-202-0692 Complete mailing address: 4052 Oakland Street; St. BOnifacius, MN 55375 1 A. AUTHORIZED AGENT (See Help /A) (Only if applicable: an agent is not required) Name: Phone: Complete mailing address: 2. NAME, TYPE AND SIZE OF PUBLIC WATERS or WETLANDS IMPACTED (Attach Additional Project Area sheets if needed) Name or I.D. N of Waters Impacted (if applicable if known): (Check all that apply)' ❑Lake ❑River ®Worland type ❑ I ❑ I L ❑ 2 ❑ 3 04 ❑ 5 ❑ 6 ❑ 7 ❑ 8 Indicate size of entire lake or wetland (check one): ® Less then 10 acres (indicate size: ) 010 to 40 acres ❑ Greater than 40 acres 3. PROJECT LOCATION (lnformation can befound on property far statement. property fide or title insurance): Project street address: 7220 Gunflint Trail Fire N: City (if applicable): Chanhassen Y. Section: NE Station: 9 Township N: 116 Range N: 23 County: Carver Lot N: Block: Subdivision: Higherest Watershed (name or N) Riley Purgatory Bluff Cre Attach a simple site locator map. If needed, include on the map written directions to the site from a known location or landmark, and provide distances frau known locutions. Label the shed SITE LOCATOR MAP 4. TYPE OF PROJECT: DwAxibe the type of proposed work. Attach TYPE OF PROJECTsheet if needed. 54 detached, single family homes 5. PROJECT PURPOSE, DESCRIPTION AND DIMENSIONS: Describe what you plan to do and why it is needed, how you plan to construct the project with dimensions (length, width, depth), area of impact, and when you propose 10 cmisttuct the project. This is the most important part of your application. See HELP 5 before completing this section', ace What To Include on Plans (Instructions, page 1). Attach PROJECT DESCRIPTION shut. The purpose of this project was to construct public street and R.O.W. for RSF (Single Family Residential) Zoned property. Footprint of project: 24.2 acm or square feet drained, filled or excavated. 6. PROJECT ALTERNATIVES: What alternatives to this proposed project have you considered that would avoid or minimize impacts to wetlands or waters? List at least TWO additional alternatives to your project in Section 5 that avoid wetlands (one Of which may be `tor buitd" or "do nothing"). and explain why you chose to pursue the option described in this nppiicatinm over these alternatives. Attach PROJECT ALTERNATIVES sheet if nccded. This was the least disruptive alternative that allowed us to access upland areas. 7. ADJOINING PROPERTY OWNERS: For projects that impact mane than 10,000 square (Derr of water or wetlands, list the complete mailing addresses of adjacent property owners on an attachedseparate sheet. (Set HELP T) 8. PORTION OF WORK COMPLETED: Is nny portion ofthe work in wetland or water ame5 already completed? ❑ Yas (@NO. If yes, describe the completed work on a separate sheet of paper labeled WORK ALREADY COMPLETED, (See HELPS) 9. STATUS OF OTHER APPROVALS: List any other permits, reviews or approvals minted to this proposed project that are either pending or have already been approved or denied as a separate alne dwd sheet. See HELP 9. 10. 1 am applying for state and local authorization to conduct the work described in this application. 1 am familiar with the infonnation contained in this application. To the best of my knowledge and belief, ell information in Pan I is true, compietq and accurate. I pos8e35 the authority to undertake the work described, or I am acting as the duly authorized agent of the applicant. 7501' $lgnarure ofapp7lcon,210 net) D4,1 Signature ofagent fl(applicable) Date This block must be signed by the person who desires to undertake the proposed activity and has the necessary rnuperty rights to do soiranly the Agent has signal, picare attach a wparatc sheet signed try the landowner, giving n�ry authorization to the Agent. Minnesota LocolvStaWFederal Application Forms for Wates/Welland Projects Page I 11e public btNeit for this conation of infomwlion if manned to avenge 10 laun per m-Ww ae, allll gh the nAJortty of Wfilicallom should ngatn 3 Ww or tees. t nw nem Ile lime for reviewi..ai.utnetiona, searching existing data sources. gathering and:nxinesinine the dile needed, and conplefng and nvlewlng the collection of iltfomwdon. Send catna ne; mording this testkn adttnle or any on, +aspect of this cv4jW km of hdorl.olwm ileNding suggelimn for educing dli! bledeA x Uepsn=rA of Deklae, Washington tindtJawnos Sm= f%ractman of Infonv.tion Operations and Repos. 1215 telke o Davi, Htglrway.5aite 1204. Arlinglatt VA 22262/302; and w lti Ogee of hlAnw8*1 4nl std gadlld, Plryerwotk Reduction Plajal (07100663} Warhklgtat. OC 20563. Rulwrdlms skouW ha awpe IM Iwtwiltautldktg any alar goviaion of 4w. m person shall be n6jem io airy peshy fm Ailing b comply nigh a colleasion of Leans ion irk does not dtrphy a conemly valid OMP colmil Int ubw PleaK DO NOT RETURN your form w 1pMm efnitK addAYrls. C'oaplel<A applications InUH b! at$minld w Its DWlilt uryptl0lf InYMaJufiadMiee oat! Rha Ixalion of the pOpnted adllVyy, PRIVACY ACT STATEMENT: Au lwrrt cs; Riven and Halbon Act, $cellon 10.33 USC 403; (:Van Water Act. Section 404, 33 USC 1344; Marie pnimtian, Reaesrch end SatureeiAga, 33 (RSC 1413, Section Rol. Ptimi aol Wm101M,TWe: Infaution oYulad as this f0will be Wed in I`Attatlitag the Wliliclion far o pemdr. RoNiK ltrla: Thi Kn infnmrtion lacy ha s1.md wkh the Oapaamem a(lunkc ntd other Pedant, Hale, lid lent govenatwm egeneiea. SWndvien ofre4tlsled information is vowan7: iwwcver, if ITEMS I THROUGH 4 TO BE FILLED IN BY THE CORPS 1. APPLICATION NO 12. FIELD OFFICE CODE 13. DATE RECEIVED 14. DATE APPLICATION COMPLETED YOU DO NOT NEED TO COMPLETE ITEMS 6-10 and 12.25 in the SHADED AREAS, Aff applicants must complete non -shaded items 5 and 26. If an agent is used, also cwmpicic items Sand 11. This optional Federal form is valid 3. APPLICANT'$ NAME 18. AUTHORIZED AGENT'S NAME AND TRLE m Agents is 1101 regmrcd) Bp Coffman 'AGsOfepffii If,:: `9; AGStA�QRPA6. 'I*' � AxFtfJPI1�NENU ' IB.AO6MI$F)NO )J It. STATEMENT OF AUTHORIZATION (tfappficubler complere only ifaufhorwng an ageno I Isncby Audience to act on my behalf as my Agan in the processing of this appliCS iN gad to fasttidl. upon HRUCEL tarpplenentel information M suppojl or th'it S' 44c-- '7RPPLICANrS SIGNATURE: f'1 DATE: 7 •T2.9f3CTNAMEOR T2TLE(sea instructions) .. . 4 N OF TiATERBODY, IF KNOWN (if applicable) 14. PROIECI" STIt 9r ADDRESS (if sWiw W 13.r; 77034.OF PROJECT . . 14 OfiM IACATION DESCRIPTIONS, IF KWr^ (nee MNOC M) .. . IZ u*iim il;Td;THE SITE . IL NATURE OF ACTIVITY Zj.IMPISM, WIATOLIAL BEING DISCHARGED AND THE AAWtBTC OP E*CNTYPE IN CUBIC YARD®' 7jE =734 ACRES OF WETIANO$ OR gFHER'WAT7 3X1Il1. D 77 W!�141r>' IOiri OF TH6 WORCALREAfYM COf1P1EfE? YES NO_ IF YES, DESCRWECOMPLE ED WORK. I�.JCI)LCilE89BS.OP.;i4DJOPIIN6l.!Ili1lEB71fbYPNERs, :. 25. LIST OF OTHER CERTIFICATIONS OR AIRROVALSMONIALS RECEIVED FROM OTHER FEDERAL, STATE OR RACAL AGENCIES FOR WORK DESCRIDED M THIS APWJCAT DN. 26. Application is hereby made for a permit or permits to authorize the work described in this application_ I certify that the: information in this application is complete and accurate. I further certify that I possess the authority to undertake the work described herein or am acting as the duly Authorized agent of the applicant. LAce $i o t t $igruturo ofagrnl gal anY) Date The applicmim bigned by the Person who desires to undertake the proposed activity (applicant), m it rav he signed by a duly sudltlriztd agent if the statemeft in Block I I has been filled out and signed. 18 U.S.C. Section 1001 provides that: Whoever, in any mmner within thejurisdfction of any depu4nrnl a agency of the United States knowingly and willfully falsifies, conceals, or cnvers up with any trick, scheme, or disguises a material fact of nukes my falx, fictitious or fraudulent statements or repfaeatinions or makes or uses my false writing or document knowing Fame to contain my false. fictitious of fraudulrnt vatonents Or entry, shall be fined not more than $10,000 or imprisoned not roe than live yeams Or both. ENG FORM 4345, Jul 97 EDITION OF FEB 9415 OBSOLETE. (PrpmenC CECW-0R) Minnesota Local/Slats/Federal Application Fomu for WalmWellmd Projects Page 2 07)06(2005 11:00 9524461568 BRENSHELL HOMES PAGE 04 FOR LGU USE ONLY; Detcrmimation for Part 1: ❑ fie WCA Jurisdiction [.j Eaemp(: No. 01 (per MN Rule 020,0122) ❑ No loss: (A,0,,. -,G, per MN Rule MUM) �] Rcpj,,,e t n,luimd - aprAicanl naval amlplata Part 11 COMPI-MTHESECTI Application is (check one): Approval Appmvad with cadalons (conditions attxhcd) 0 Oenkd CommcnlctFihding: 4*�C—)5 /.s : ate — RES00000 Coc.w. Nam and %Ide Poe Atirlemlaurml mud Drainage exemption[ (MN Rule!420.0122 Suppe 1 add 21t), LGU It,$ received proof of recording or rottrtctlona (per MN Rule 8420.0115) Cmm[v where rernnled Dote Dnr"Iml d muigned (V raroreler /.GU o�tla! rlgrtn(ure art" Minnesota La I/StatcTcdas) Application Forma for Water/Weiland I'mjm$ Pa6c 3 9. Status of Other Approvals Permits• NPDES — Pending Watershed — Approved 07/06/2005 11:00 9524461568 SRENSHELL HOP4ES PAI -1E 08 TopoZone - The Web's Topographic Map Page 1 of 1 _�`� � / ��. �. �` �(tif rte` y�Y,s• J>, l ti�__'w. Ij� L1�r`-' ..�S�l: �''',`�:'-1t,S ~�-' •~~ w t/.•1'r'•�J'•+e'� (•I`�'` �, ,^M"'!•i., t �•,, L, \^—� tti J.•^—: ! ._` -'1 ::l i �� . •rte ��.^ AL �v—.. �..•, ..ry ' ! 1. �� i� ` ti`. _,r �l t .• �/ / --'-- - .� �. -_ i• 3� •� •.qty ! Ir .J -�J = _ 1 �. � `f l i .... �'c l r• .$ fx h•`-' ;' I f n ' ! r'^4.� e"S � 1 - !� .�� tif�� \�/^j�}; ", �! F J Ai / i � 0 0.3 0.6 0.9 1.2 1.5 ks 0 0.2 0.4 0.6 0.9 1 a! Map center is UTM 15 453715E 4969292N (WG584/NAD83) Excelsior quadrangle M=1.752 Projection is UTM Zone 15 NAD83 Datum G=-0.413 http://www. topozone.com/print.asp?z- l 5&n -4969292.00014694&e=453714.999999996&... 6!20/2005 Name and Address of Local Government Unit: City of Chanhassen — P.O. Box 147 — Chanhassen. MN 55317 Name of Applicant: Bill Coffman Application Number: 04-43 Type of Application (check one): Date of Decision: July 15, 2005 Project Name: Highcrest Meadows ® Exemption Decision ❑ No Loss Decision ❑ Replacement Plan Decision ❑ Banking Plan Decision ❑ Wetland Type/Boundary Decision Check One: ® Approved ❑ Approved with conditions (see note on page 2 regarding use of wetland banking credits) ❑ Denied Summary of Project/Decision (indicate exemption number per MN Rule 8420.0122, if applicable):Proiect proposes 54 single family homes. Wetland fill for a road totaling 1,447 square feet of a type, 1, 2, or 6 wetland outside of the shoreland wetland protection zone and not fringe areas of type 3, 4, or 5 wetlands in a less than 50 percent area is exempt under MIR 8420.0122 Subp. 9 A 3. List of Addressees: Landowner: Bill Coffman Members of Technical Evaluation Panel: Greg Graczyk, Carver Soil and Water Conservation District Brad Wozney, Board of Water and Soil Resources Watershed District or Watershed Management Organization (If Applicable): Bob Obermeyer, Riley -Purgatory -Bluff Creek Watershed District Department of Natural Resources Regional Office (select a ro riate office): DNR TEP Representative (if different than above) Julie Ekman, Area Hydrologist NW Region: NE Region: Central Region: Southem Region: Regional Director Reg. Env. Assess. Ecol. Reg. Env. Assess. Ecol. Reg. Env. Assess. Ecol. 2115 Buchmont Beach Rd. NE Div. Ecol. Services Div. Ecol Service Yoberry Decision - Page 1 of 2 9/16/04 s Div. Ecol. Services Bemidji, MN 56601 1201 E. Hwy. 2 1200 Wamer Road 261 Hwy. 15 South Grand Rapids, MN 55744 St. Paul, MN 55106 New Ulm, MN 56073 Yoberry Decision - Page 1 of 2 9/16/04 16 Corp of Engineers Project Manager @ Department of the Army, Corps of Engineers, St. Paul District ATTN: CO -R, 190 Fifth Street East St. Paul, MN 55101-1638 Individual members of the public who requested a copy, summary only (none) You are hereby notified that the decision of the Local Government Unit on the above - referenced application was made on the date stated above. A copy of the Local Government Unit's Findings and Conclusions is attached. Pursuant to Minn. R. 8420.0250 any appeal of the decision must be commenced by mailing a petition for appeal to the Minnesota Board of Water and Soil Resources within thirty (30) calendar days of the date of the mailing of this Notice. NOTE: Approval of Wetland Replacement Plan Applications involving the use of wetland banking credits is conditional upon withdrawal of the appropriate credits from the state wetland bank. No wetland impacts may commence until the applicant receives a copy of the fully signed and executed "Application for Withdrawal of Wetland Credits," signed by the BWSR wetland bank administrator certifying that the wetland bank credits have been debited. THIS DECISION ONLY APPLIES TO the Minnesota Wetland Conservation Act. Additional approvals or permits from local, state, and federal agencies may be required. Check with all appropriate authorities before commencing work in or near wetlands. LOC GO RNMENT UNIT II July 15, 2005 Si g2b ature Date Lori Haak, Water Resources Coordinator Name and Title - Page 2 of 2 Yoberry Decision 9/16/04 WMA WMA LANDFORM MINNEAPOLIS- PHOENIX TRANS M I T T A L PROJECT NAME Highcrest Meadows PROJECTNUMBER TS004013 DATE 14 -Jul -05 TRANSMITTED TO: City of Chanhassen Lori Haak 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 952.227.1135 WE ARE SENDING YOU VIA Mail THE FOLLOWING ITEMS: COPIES DATE SHEET NUMBER DESCRIPTION 1 6 -Jul -05 APPL. Application for Water/Wetland Projects 1 2 -Jun -05 C3.3 Gunflint Trail Grading Plan THESE ARE TRANSMITTED: ❑ AS REQUESTED ❑ FOR APPROVAL ® FOR YOUR USE ❑ FOR REVIEW AND COMMENT ❑ APPROVED AS NOTED ❑ RETURNED FOR CORRECTIONS REMARKS Copy To: State; Central Region SIGNED: Steve Johnston Federal; St. Paul Coe MCEIVED JUL 1 5 2005 CITY OF CHANHASSEN `Landform Engineering Company doing business as Landform 650 BUTLER NORTH BUILDING 510 FIRST AVENUE NORTH MINNEAPOLIS, MN 55403 OFFICE: 612.252.9070 FAX: 612.252.9077 www.Ianrlform.net