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CAS-05_VACATION OF DRAINAGE & UTILITY EASEMENTaa� " oat PROPOSED EASEMENT VACATION: DGE OF BITUgIN0U5 EDGE OF BItUMIN0U5 NO. ---- --- - qq3 - _ That part of drainage and utility easement as dedicated AY EDGE of BltunlNOUs � _ _ ___ qq2 ___ _ _ _ on the plat of Seven Forty One Crossing, Carver County STATE H� CHR Ap 9� _-- - _ _ 9 " dth on either side of the qql Minnes being et in -- 11p -_ otasoutheas0terleand ealsterl lines of Lot 1 Block SURFAGE) _ - y- -- 98 _ tisoutherly, Y Y ' P �BttuMINOUs - -- ,�- -_ _ - qgg _ -___ 1, said addition which lies easterly of the westerly 10.00 h h h 000f f I - _ _-_ - -q8 _ .� `, !I ', feet and which lies southerly the northerly 1 feet o 990 -qq3 -- --- r r . --- -- __..--.- said Block 1. qq2 - -- -- -__ - q85 11 -OF BITUMINOUS - - -_ - -. qql ii // If, I 9? EDGE --- - - -- ° '�, -- , A ' I III I 9 -- 83- - -- _- - qq2 / ILL I/1/ / / / / / / I _ I I \` OF LOT t, 98g I , I NE o__ NW CORNER CORNER - ---- - ---- OF LOT _1.'-�.� '- 1- RIGHT -OF --WAY LINE -AND -90 60' WIDE �ALLi1kklF�p -98 -- - -_ -- -`� AC_GESS PER DOC. NO. 91260 `,\ 4 f k , 016075 -- -_ PER DOC NO. _ _ - _- _---- ----- N89*05,09 -, q9s 305.52 - - -- -- qq4 - - - 10 AINfNl & U�Y EASE T .eeR PLAT _ - _ ` �- ---- 9 In ro;-z� L 15.71 9 6' p- R >0 00 q _ 288.50 ¢� 'fl=�0°00'00" �96 _--- ? o ---qq5 r � I I SA SIGN I I .6.00 i + I ,1 m ', 1 l86°30'44 "E Q IN B 1 ITUMNOUS S 44'FACE a.-- I/ t gayl j i' i} :I I I III ,1 ; Z F-pi z-� I �� •,z 7. °� "A_ +" a w n , w Q �U ° wo I " ` Y ti ^< J„I O III I• z O �I y 7 ¢ 2 0 w Q- os I' WCN i II tT p E[ A- q No� I �� M W 11 U] V W W W Z (r _z �,1 m -+ w II w m zl Z Q KLi F I W Y i m fl"-q9s0.°1020I FLOOR L=47 LiI 'z ; d I Uv7 9 VICINITY MAP -gg0 586°3644"E m258.21 4712 - / I U `'I ' I'j �._ - `vl�i.`�.--c'- �. �'' �- -- I I ,1 \ w HWY. 7 519 +LO f as A rN h =_' \ °30'44„a0 ," ' I SITE SB6 0 o t 0 202, 9 0 F ' 5 MENT PER.'P A7 - ";t ' w _ = a= oe I w y!ii� 'p� w v z a Q d _ i - i BITUMINOUS URFACE i - - - - - - - - 4 - f a d LAKE n U 9 V __m i l i az� m I MINNEWASHTA 3 0 y ■■.■u� jjf% W c ` ■ 11. 7 I: i, 3 _ FA$2 .r, n oil-: 1I L=41 .23 w li- --+- ------ g a o 999 v \ \ I \ - ,c,.r.- a l�rs /, -_ I I / -F __ -_ / W Z H O le ,. R=30.00 a uY - - I i z 'w W 048''- 9 = w , vG I_� 22 00 i _ L --' i/ '' 44 z = _ , I- � 78°4 ' 0 � _ - - , I a 7 - _... -..°� -. - N I P,°` V HWY 5 _ L CEL L: Er Q/ N86°30'44" �= 48'41 ROPOSED w o 6" M 00 m \, u�� I ' I c.eRc.=ss4°I9asw , - PAR a a d\ ---� "-r I _ I_ �� ■ _l.l- f- 1 II ,` • Cp ' F-, �. 4 L _ - !.. f 9 -- i - y IS dl - _.� _ ■ -� / n I'h- _ I♦ ,v �r ,- - (p a , f f'/ `O„ ` W , w I`_ III 1' 1 �` \i� I _ 9`? I' .Y..-.-II-- - U U jr L/ - -1 _ ; /I v'� _ - - I ♦� _If , " i's oo o.i L1 M h I LLJ � z¢o\w , r ' I ■ a BUILDING SETBACK &ZONING INFO r 111, / 994 _ ■ - /uu ; ■ w w 00 \00 ZONING: BN NEIGHBORHOOD BUSINESS DISTRICT (PER THE CITY - ■ --- _ _ ■ t+t 99 :I( -- I - -I O 1 ■ � � m �" OF CHANHASSEN WEBSITE) .�� �� _ I ITUMfNOUS ! UREAC - - - I ■i ro v y + RICH B - " z / ■ - `, I II o oNN o m - �. ,. - 100 -_ BUILDING SETBACKS: <\I- p I "i1' I 9 ; o I _ ■ _ i■I, 9 9 p' 2 - 35 FOOT FRONT SETBACK (STREET) I Ijl �. --, I _ Y 1 I, II III . j s I %ej%h/. y - - - 9s __ O - �OOelruMl I ', I 15 FOOT SIDEYARD SETBACK © I I 1 s i o - - ■ - - ' ■ I "` /FPS o 100 FOOT BUFFER ADJACENT TO RESIDENTIAL '1._�' I 9 ■ - _<\_ /' +1- 1 RIDE 0 I O � I I I II O I ` q�_ ■ - - . a o \ _ PARKING SETBACKS: (I I i - / r� , FLOOR .. \� / I� \I �.' 50 FOOT SETBACK ADJACENT TO RESIDENTIAL (I I r I ' I 1 I r ELEV. 1� ■ J' I \00 FRONT (STREET)= 25 FEET =995.8 -'- • �'�1 _ ■ - - �` I I 3 I i �'�. I / I / ■ I �ELEV. 9 9 o p/ p I ^ BUILDING HEIGHT RESTRICTION = 1 STORY I II 0- - L_ I FLOOR ■ ---_ �- °' _ ELEV., I w , I 11 , I ♦ =gg5.8 ---"t �-=�---r-- " i ♦♦ - - - �_ �" I I d" - -V00 t' I ♦♦♦ 1 •, I F Z fillIt`;'`IY o' i1'IlkL's • 8 I i' /I I a I PARCEL AREAS: o / , 1♦♦ ,' : I,, ..,HWY. 7/411 of � III I d �, II III111 11 ¢ BITUMINOUS SURFACE ' ♦♦♦., �_ \SIGN a I U \00h - �;, III ,II 1111 I, \ I , Q TOTAL EXISTING AREA - 281,969 SQ.FT. / 6.473 ACRES �'I Ill I I` {1 99s ♦ • i o Q� ,c � I EXISTING LOT 1 AREA = 52,226 SQ.FT. / 1.199 ACRES `I III / !! IIII I`II\ / ♦♦♦ W o EXISTING LOT 2 AREA = 229,743 SQ.FT. / 5.274 ACRES e.zm i t t ♦♦♦ I`� I Gr , l = U I 995 ". ♦♦♦ V f 006 - PROPOSED PARCEL A = 63,041 SQ.FT. / 1.447 ACRES r 99 / \p r- !; r I wl / ♦♦♦ w;� w =pQ PROPOSED PARCEL B = 218,928 SQ.FT. 15.026 ACRES 9 _ 996 ` ' r r `' `" ♦♦♦ I `a `' r a ° 1 I AREA OF LOT 2 IN PARCEL A = 10,815 SQ.FT. If0.248 ACRES A, 3� -..88. - 993 i } 4� \, Y� \ '' I <I I I I ipf� 9 o FLOOR' I �F I i _"11 un � � w t w I , _TRAIL ` =ggs.7 o �._ 006 SURVEY NOTES: I O ---.. -DRAfNAl -&: UTILITY � " , . 6° DIP , ,; "Da.:.:;,t01g48 --_ -�_ EZcSE _ - ' " e/r0 I / I' I " BEARINGS ARE BASED ON CARVER COUNTY F7�J ,A, _2P'`T / . Dla I j o 1. "fir h/Nov f I COORDINATE SYSTEM. o 2. UNDERGROUND UTILITIES SHOWN PER VISIBLE / 6-4 8'06" us bares -,, r �. , 1 , ; 9 / ^ I I cF rnP, LOCATIONS ONLY. 3. ELEVATIONS BASED ON NGVD 1988 MNDOT BM 1004H -_- - q77 w ti "NSF' "'"� ..�, ��� "ern p ''i ' . \00 r \ 0 9)2 9754,.- \\„ �'�' I 4. THERE MAY SOME UNDERGROUND UTILITIES,GAS, r r. r- _-_�, .\I 1p/qg rA�\ ,..... ,, - �p\ppp�, :'t ' ;( o, ELECTRIC, ETC. NOT SHOWN OR LOCATED. 11 �/ .. 1 ! 1'I / I F� I / r ) ,� f� 9< �\ «�� - l `'`��;' ' I ;�,L�.� I'�' \p\0 SYMBOLS: 1 i ---- - / - - �W iSSpS, 99s96� I �s o° I;'� c\rlc a I s MANHOLE. HYDRANT J ---- „ 99 , \ \ F s pt, I i o p l ti' �; r no \pp CATCHBASIN SIGN ----'_ 97 g69968 U \ --- ---... q7 -O-` I i/ Rom.•, \ c 9Vu '� �/F lqc / I j JIi tl U i I _ 4! SANITARY MANHOLE LIGHT POLE WOOD FENCE TELE ELEC BOX I -- -- -q72 I _./ I I I11 I % 0� <t qgF¢' h, r I ° e� U \p -' CONCRETE -UE- UNDERGROUND ELECTRIC _::: 974- �, pptOr,�/ ; ; - I , o oC, n m,% -uT- UNDERGROUND TELEPHONE U I q76 �/� c q 'Y I o o = v\ • DENOTES FOUND 977 - 1 /2" IRON PIPE -1 UNDERGROUND GAS y o DENOTES SET 1 /2" IRON --uTy- UNDERGROUND TV 1¢1 z2 % PIPE MARKED RLS 25718 - > - SAN. SEWER 25'(7¢„E 1 1 z I I / 5 WATER FAUCET - WATERMAIN STORM ELECTRIC SEWER ANHOLE eIrOlNbuslc TH 0\ CONTACT: EXISTING LEGAL DESCRIPTION: SEV41, LLC C/O Anxon, Inc. The following Legal Description per Commercial $Uite 100 Partners Title, LLC as agent for Lawyers Title 601 Marquette Avenue South Insurance Corporation Commitment File No. 29652, First Supplemental, dated Jan. IOth, 2008. Minneapolis, Minnesota 55402 Phone:763-443-8613 Parcel 1: Lots 1 and 2, Block 1, Seven Forty One Crossing, Carver County, Minnesota. Abstract Property Parcel 2: Easement for ingress and egress as contained in the COUNTY/CITY: Operation and Easement Agreement filed as Document No. 220591 and in the Amended and Restated Operation and Easement Agreement filed CARVE R as Document No. 251431; and all right of access, C O LJ IV TV being the right of ingress to and egress from, that part of the insured premises described in Quit Claim Deed filed as Document No. 101807. C TV O F CHANHASSEN PARCEL A PROPOSED LEGAL DESCRIPTION: SEAL: Parcel A: Lot 1 and that part of Lot 2, Block 1 , Seven Forty THE STATE OF MINNESOTA DOES NOT One Crossing, Carver County, Minnesota described REQUIRE A SEAL. as follows: BEGINNING at the northeast corner of said Lot 1; thence on a assumed bearing of South 03 degrees 29 minutes 16 seconds West along the easterly line of said Lot 1 a distance of 158.35 feet; thence continuing South 03 degrees 29 minutes 16 seconds West along the southerly extension of the easterly line of said Lot 1 a distance of 13.14 feet; thence southwesterly 41.23 feet along a tangential NORTH curve concave to the northwest having a radius of 30.00 feet and a central angle of 78 degrees 44 minutes 40 seconds; thence South 82 degrees 13 minutes 56 seconds West a distance of 181 .11 feet; thence southwesterly 21.43 feet along a tangential 0 40 80 curve concave to the southeast having a radius of 22.00 feet and a central angle of 55 degrees 48 minutes 41 seconds; thence North 86 degrees 30 minutes 44 seconds West a distance of 70.48 feet to the west line of said Lot 2; thence North 03 SCALE: 1 INCH = 40 FEET degrees 29 minutes 16 seconds East along the west line of said Lots 1 and 2 a distance of 236.32 feet to the northwest corner of said Lot l; thence South 89 degrees 05 minutes 09 seconds East along the REVISIONS: west line of said Lot 1 a distance of 288.50 feet to the POINT OF BEGINNING. DATE REVISION 1 29-08 PRELIMINARY ISSUE 2-01 O8 REVISE EASEMENT 2 5 O8 REVISE 4 -71 - .9 REVISE PRL7)P D E?cchIFNT PARCEL B PROPOSED LEGAL DESCRIPTION: CERTIFICATION: Parcel B: I hereby certify that this plan was That part of Lot 2, Block 1, Seven Forty One prepared by me, or under my direct Crossing, Carver County, Minnesota which lies supervision, and that I am a duly Licensed Land Surveyor under the laws easterly and southerly of the following described of the state of NNESOTA. line: BEGINNING at the northeast corner of Lot 1, said __ _____________ _____ Block 1; thence on a assumed bearingof South 03 Daniel L. Thurmes Regist ation No: degrees 29 minutes 16 seconds West along the 25718 easterly line of said Lot 1 a distance of 158.35 feet; Date: 1-29-08 thence continuing South 03 degrees 29 minutes 16 _ ------- seconds West along the southerly extension of the easterly line of said Lot 1 a distance of 13.14 feet; PROJECT LOCATION: thence southwesterly 41.23 feet along a tangential curve concave to the northwest having a radius of 30.00 feet and a central angle of 78 degrees 44 2401 & 2499 minutes 40 seconds; thence South 82 degrees 13 minutes 56 seconds West a distance of 181 .11 feet; H 1 G H WAY thence southwesterly 21.43 feet along a tangential curve concave to the southeast having a radius of P. I . ID .-Al 5 794002 0 22.00 feet and a central angle of 55 degrees 48 minutes 41 seconds; thence North 86 degrees 30 P_ I . E).#2 5 79400 1 0 minutes 44 seconds West a distance of 70.48 feet to the west line of said Lot 2 and said line there Ilk terminating. Suite #B100 200 E. Chestnut Street UNDERGROUND UTILITIES NOTES: Stillwater, MN55082 Phone 651.275.8969 THE UTILITIES SHOWN HEREON WERE FIELD Fax 651.275.8976 LOCATE PER VISIBLE STRUCTURES WHERE dlt-csls@ POSSIBLE. MANY UTILITY LOCATE MAPS FROM mcleodusa GOPHER STATE ONE CALL LOCATE TICKET net #7071 5994 & 70716029 WERE RECEIVED. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. MOST UTILITIES ARE SHOWN PER PROPOSED SITE PLAN AND UTILITY PLANS RECEIVED FROM THE CITY OF CHANHASSEN ENGINEERING DEPARTMENT. THESE PLANS WERE NOT AS -BUILT LOCATIONS AND ARE SHOWN FOR CORNERSTONE INFORMATIONAL PURPOSES ONLY. CONTACT GOPHER STATE ONE BEFORE EXCAVATING. L-A.1"I SURVEYING, I N C FILE NAME SURVSD12 CALL BEFORE YOU DIG! PRO SEN SDO07012 Camios j� Gopher State One Call +,u c�rtoR TWIN CITY AREA: 651-454-0002 TOLLFREE: 1-800-252-1166 MAY e 1 200�i LOT LINE ENGINEEF 11d�� I U ST M E N T EXISTING LEGAL DESCRIPTION: aa� qg4 OP BITUMINOUS The following Legal Description per Commercial EDGE Partners Title LLC as agent for Lawyers Title aa0 EDGE OF BltggINOU$ . � _ 9p 9 P Insurance Corporation Commitment File No. 29652 WAY NO 7 EDGE of BlturnNous - q03 dated Sept. 30th, 2007. `.{1Gii qq2 VICINITY MAP STATU jZOAp 9 Parcel 1: gLIC 9A P---_�_-qqo---.� Forty neCrosse (BITUMINOUS SURFACE) - .-- '�� 988 RI CB - Minnesota. 91 Lots i and 2, Block l ,Seven rty O 'n - q88 RIM=gg2.31 Carver County, 9q - q87 INV=g88.50 Abstract Property '� __ _- - - J _ 086 HWy. 7 9 Ut11N005 -_ qq2.... ___ - -_. - # ( _.._ - - --- q85------ -... Parcel 2: 2 EDGE OF Bet - -. - qq\ ; 1! - J f�- 0 q64 0a0 SITE In the Easement for ingress and egress as contained Operation and Easement reement ed as 983 v = a Document No 220591 and in n the Amelnded and LAKE 1- -._-- - qq2_. f-tr ,tr ,-- ,/,/ r ,i r, , LAKE .i , i �i ci _- _ _ _ E2/ - /- - EDGE of MINNEWASHTA o N as Documed ent No'o2S 431n and aand all sement Agreement of acceslsa ` WATER qa4 - II-26-07 z z - - - - - 3 being tthe right of ingress to andegressfrom, that - - - _ 965 `- art of the insured premises described in Quit \ ------ Claim Deed filed as Document No. 101807. RIGHT -OF WAY .LINE - AND NO ___;' AC WIDE ALLOWED 159 1 ACCESS .PER DOC: "NO` 98q -. _ �, .-`�,._. H)y _ACCESS PER DOC. NO. g1260 , `�,101807 --- _ I -'1 -EX CB ); 5 - .-- - - o , 9 `, i _ _- - - NV FES q65 RINIM=gg4.85 ) 1V89 OS 0 W / EL za --•-_{I9s_ 305.52 - - ` , ___ ` _. _ __-. _ _ q94 - v=9go.65 �4 / - I 'O DRJ141NAGE &�771 EASEL ER PLA1 L.S. _ - _ _ Ont -R ffl 00� - M. '� OM N = ! _-_ -,\ ` RIME . INV. NW E99 984.5q I L S _ q SPACES I i C A= a.-_- -EX CB NV. E EL=g90.IQi I s. qq <� _O° ,O >, EL=g92.31 9q5 1 _ _ SCHEDULE B NOTES: LA - BI _ _..INV-EL=988.51_ _ - jl LANDSCAPE --- -� TUMINOUS 9 I I I = O - - SA SIG C As shown on Commercial Partners Title, LLC as agent for N ` SURFACE r EX CB�-` 's•O i WARNING c� I �I Lawyers Title Insurance Corporation Commitment File No. RIM=gg3.32 I I ( ' S86B30'44" ? ' ERGROUND \ aaRV p 1 a svgc _ I III E I 29652, dated Sept. 30th 2007. ,.F,�_ INV-g88.82 I ,` I BITUMINOUS SURFACE �, GAS STORAGE / P , 993 .. >x L `' ' �co-TANKS I F qah' STORM MH I UNDERGROUND UTILITIES NOTES: 12. Easements for utilities and drainage as shown on the a t « }� y .' I / RIM EL.= gc16.75 recorded eat. A ON SURVEY) INV EL 325 - -' f _ _ I Z _ I ,, , °- * t -as I LCAT ILIER SHOWN HEREON WERE FIELD13. Termsandconditions Jof and easements contained in F I w ) / a° LOCATE PER VISIBLE STRUCTURES WHERE BUILDING HEIGHT NOT TO a } ° I I I POSSIBLE. MANY UTILITY LOCATE MAPS FROM Operation and Easement Agreement per Document No. _- I <No I �a�j ;.: ), o '^s GOPHER STATE ONE CALL LOCATE TICKET 220591. Amended and Restated Operation and Easement N NOC 22pq PER DOG. f N - m 4L,Q ---,ll - I I m o df I �� `CONCRETE SURF ' ,': ' « -?4 PCP < < #70715994 & 70716029 WERE RECEIVED. Agreement per Document No. 251431. (AS SHOWN ON ^c\ -m _.�-- / c, z_ .,.. CE W/ CANO ..,. I. n 0 l N / CANOPY ABO . _...... I ( WARNING ADDITIONAL UTILITIES OF WHICH WE ARE SURVEY) UNDERGROUND , I z g Q ^-o- I a Cl N I GAs sroRAGE "-- -Ex cB I UNAWARE MAY EXIST. 14. Terms and conditions of and easements contained in e� c� � I L ) rANK5 Easement A RIM EL=gg3.08 Agreement per Document No. 102509. (AS SHOWN r _ %-987.78 m MOST UTILITIES ARE SHOWN PER PROPOSED SITE ON SURVEY) < INV EL- e, - _ FROM THE ± r` ` PLAN AND UTILITY PLANS RECEIVED F I S. Terms and conditions of and easements contained in FLOOR "`1N r- " I I WARR EX CB I 6 F, ;' I CITY OF CHANHASSEN ENGINEERING Easement Agreement per Document No. 1 1 3589. (AS SHOWN ---ELEV. r ' r' ' / F' ' s. UNDER ROUND I / : J RIM=ggl.8 � °? 9 9 =cIg6.0 /` r r 4. , GAS TORAGE �- I w u "� 1 - ! ! �I /( I 6 1 TAN , _ INV=g82.8/ w m a- 9 I DEPARTMENT. THESE PLANS WERE NOT AS -BUILT ON SURVEY) L=47. 12 SUPER \ at W LOCATIONS AND ARE SHOWN FOR 16. Easement for highway and to erect and maintain I R=30.00 AMERICA u `----- z W o0i z I INFORMATIONAL PURPOSES ONLY. CONTACT temporary snow fences upon lands adjacent to highway, svnctr; - ' 0=90°00'00" a a^ 24 < P ry P 1 9 Y. l m , /ry P�-� _ GOPHER STATE ONE BEFORE EXCAVATING. together with right of access to highway In favor of State of L - - - - - �- - LANDSCAPE • � _ , / ' SAN ;; / GAS STATION � « ' 1 ' - - - - '•` -,c - --d` � _ `_ :<>' = L A GP ST012N1. M 997' \\\ Minnesota as created in document No. 91 260 in Book L of - -(- - - - - - 2 " R 9 c., Pages 547 559. Quit Claim Deed per Document No. ` I Misc., EL ._ g94.18 \ '-.$'86°30'44 ", (�-I < U i LJ yd 9 101 807. (AS SHOWN ON SURVEY SH :.-10' DRAINAGE NV E EL 0 ) RIM EL 19-,,, , IAP INv N rt=�H4.4i}-- ��`- ; _-� 202, INV EL -=%3.3 F - 17. Easement for trail in favor Of City of Chanhassen per EASEMENT PER PLAT wv N EI IJ;;,.16 INv W. 1=L g85g8 ; \ -_ _ 9 Document No. 101948. (AS SHOWN ON SURVEY] Q I NV S. EI 9,i1 r,T `/ NW SW. EL.-q84 58 ; BmJ IN,p1 - PI s ,= q3 - - __1 - 4 - = % a 1 8. Easement for roadway and utilities In favor of City of 9 -?= 6 I if t Ar L: r1 E =g93 53 'x r- Z = ' 9 I 99 I "- �" R L--; ss =�_ >�� m I FLOOD INFORMATION: s I c'' wv N EL=ge6.g3 a z ^ Chanhassen per Document No. 273869. (AS SHOWN ON _ INV S EL=g89.03 _', o 6 SURVEY) - I BITUMINOUS SURFACE 5 ' ' - - - "I" 1 / INV E/W EL=g81.83 , ,' w + a n w BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN 996 m m P = V v l "� - - - g P� o < o 1199 , I 19. Limitation of right of access to highway and easement to w w 9 o ZONE "C" OF THE FLOOD INSURANCE RATE MAP, U_J I a i z .� w / Ex cB------_ __ \1 I �\ }' 9 w I COMMUNITY PANEL NO. 270051 0005 B DATED JUI Y adjacent erect to highway taken maintain rby State of Minnesary snow fences ota inon Final- )Il (}- to W 6- 1 1 � s i p <V -S J w U U N a �GQ RIM EL=gg3.44 1 aq6 , I cb Co 00 'll 2' 1979 Certificate per Document No. 95850 in Book M of Misc_, Page Q u , ! a ¢ w n ti INV=990.24 _ _ .Fx Ct1 ' n �' 6 w 3 n a ,Q N o v �< 2 j I 11 I to _ 1 I 2, 3. (AS SHOWN ON SURVEY) LIJ (' I RIN EL=g94.uq j o9, m° z w m mo,� a n` r ;' I co 'll 20. Terms and conditions of Developer's Agreement per w I INV EL=974.6q / - L N / , `' , w ' 1 I „ ° -l� 1 I Document No. 102620. Development Contract Addendum "A" Z �� ��� CA �• w I 1 al N,?2 UUv `O c< .i ' I� iqq� m'1 O 1 I P o ty N r v 13 ° -/ per Document No. 1 13024 and Document No. 159555. (NOT �M w I \ 995 4+ RG�«�. .. 1" PCP. <�ro a(/ w v1 lir CS i B/T I.ii '2' N oy' <�-` v w z \ 1 O�iNO =1 SHOWN ON SURVEY) F< CB a 'Im apR/� I I AREA 21 . Terms and conditions of Conditional Use Permits per PIM rl -ggl`iU n yr - E /0 Document No. 114477, Document No. 119762, Document (�_1 I Nov I o n _ SAN MH INv r-L-97`1?'n L 6 �o� I TOTAL AREA OF PARCEL = 281,969 SQ.FT. / No. 123313, Document No. and Document No. 240392. (NOT - I RIM El_.g4.g6 994 \ ' w n m �, O INV. EL_-g83.56 ( \ 11 �1 m w = SLo, , i �000 i10� 0 6.47 ACRES SHOWN ON SURVEY) 993 FSfI1/MIN011S \ i 1', m I 22. Terms and conditions of Site Plan Permit No. 97 -4 per _ z URFACIt a '1 0 6,21 m ` I U y _ 9 < 14 \\1 W Document No. 266664. (NOT SHOWN ON SURVEY) - j 1"' . • <<`,. : 8 SPACES - ) j ^ 1 9 9 0 2 4 100 w n o I ftl o SURVEY NOTES: 9 I - 1 '' ANOPY-...'-�" ��C'S 9 \ 1 il�` io BITUPI� DRIV tl' 9y m' 1 E 0 1. BEARINGS ARE BASED ON CARVER COUNTY q0 i I �\ COORDINATE SYSTEM. I'An1 r Y `FLOOR ® F ' EX CB 2. UNDERGROUND UTILITIES SHOWN PER VISIBLE = / r I _ I 1 I LOCATIONS ONLY. RIM EL-I�'I�:;ttl 0 O j 1 r 1 r , ELEV. ' I `� _ I O D =gg5.8 ` INV EL='r1' to O n 3. ELEVATIONS BASED ON NGVD 1988 MNDOT BM 1004H i 4. THERE MAY SOME UNDERGROUND UTILITIFS,GAS, BUILDING HEIGHT 1 ' + v NOT To un' I \ �9 9 o o % pn I ; ELECTRIC, ETC. NOT SHOWN OR LOCATED. CERTIFICATION: =pl EXCEED ZO' PER DOC. 11 rV q 61 1 ' p ^ r0 x 94 1 , I , :I �� ,�,p w of - 4 9 NO. 220951 -•t.�� H cq W I � 1'') 'i,�i11I o ih�'D,ST Nopr 3pgcEs 1. �,\ .i I < EX CB ' �, _ . Title Insurance Corporation, _ ' To: SEV41 , LLC, Lawyers Titli insurance Corporation Commercial - , I O I Partner's Title, LLC, as agents for Lawyer GFC6 'b II RIM EL=1004.45 a �' 6 Union Bank & Trust and Walgreen Co. a \ BITUMINOUS SURFACE / TENK06y \yam - �_, f \SIGN 7/41j INV EL=qf{g, I5, Q w w y o BUILDING SETBACK &ZONING INFO 1 &X C5 CRASH '99S qc Q Q U O ^00 0 This is to certify that this map or plat and the survey on which it is based 1. _ were made in accordance with "Minimum Standard Detail Requirements IM EL'=99383•:.. �- J ma's ` w' ° owi"' g''Ir I - ZONING: BN NEIGHBORHOOD BUSINESS DISTRICT (PER THE CITY ' \, ip (3 !- m for ALTA/ACSM Land Title Surveys," jointly established and adopted by V E�=g72.13 F� I oz m !<`.ii OF CHANHASSEN WEBSITE q 6 ' • I w �I In 2 ) ALTA, ACSM and NSPS in 2005, and includes Items 1, 2, 3, 4, 6, 8, 9, 10, ,' T �s /995 C,1' SP\ `° co U 1 r- x ' ` '�-`• t 4q • 1 c` Fg- ' qe I `<- co r}. z� (� r 1006 w o[ 1 1 a, 14, 16, 17 and 18 of Table A thereof. Pursuant to the Accuracy r _ _ - - 1 " -ES < o J" O / I BUILDING SETBACKS: Standards as adopted by ALTA and NSPS and in effect on the date of this 99- " " - _ - -- 996.. �U r - ! ' `,' ; / q'Voo \, ' % /,t�Gy ce_ I r O .z ��� ... z w �,, N I - J ' Y Y F< y �- = m 35 FOOT FRONT SETBACK(STREET)certification, undersigned further certifies that in my professional ,'i ROADWAY EASEMENT `�� ' r n ' i / / ' ��` 99 - I J ° -' v '� ZD opinion, as a Land Surveyor registered in the State of Minnesota that the 1 5 FOOT SIDEYARD SETBACK p y 9 ,9 - - - _ ,�. \90g 3 I ^ O J- o LLJ m Positional Uncertainties resulting from the survey measurements made on ,t PER.. DOC. NO. 113589 90 993 _ _ - _ 0}• �6Gy) y 3 d I 100 FOOT BUFFER ADJACENT TO RESIDENTIAL the survey do not exceed the allowable Positional Tolerance. SAN MH IV 9e5 �a 88 _ - q - - `� .Q�4 X CB N�cFEp�'yF '. 4 I m RIM EL.= g70.4'4 i ` 9 90 - -- -'" 93 .~% Y /% R EL=gg4.21 2?09?0, /GyT = I zi ojN ; PARKING SETBACKS: CORNERSTONE LAND SURVEYING, INC. INV. EL.=g60.34 ` '-` - 9 983 - _ - i INV\EL=g88.11 Si N FLOOR I < = w Lor) w 50 FOOT SETBACK ADJACENT TO RESIDENTIAL Dated: 12-26-07 �3L f- '1 i' T ELEV. - n U :u - - - ?.3' o To 9g5 I o a � - r" RAL A - �S s = 0 v FRONT ( RE - 25 FEEL 6" DIP i - -.. ro - PER_ -�. -`ego, ' 1 61, '� � I � , � \Opn z o ADO p4a _ "- -- �ANA-GE & UT-ILITY - Q { 1A' EASEMTFIT-p a 7 I o` o BUILDING HEIGHT RESTRICTION = 1 STORY B -764T ER.;P6A2 /T p6 I 6' DIP- Y _ OhA, GQ i v � � Daniel L. Thurmes _= 8" SANY --- �'�---//`h �\ : " ,' oLS r� b -- ,EX FES 9 rl Minnesota License No.25718 86°48' US ATH \ q A SURFACE u rn I q3 00�6 v W t INV EL qqq. m -' \, J 06" d P { oo q/C C Q / <_ Gov^ w The above mentioned Title Commitment from Commercial Partners Title, 12 _�c \ PARKING LLCasa entforLa �,- q77 1 qS \ Q �� '(--- �p q R^� g Lawyers Title Insurance Corporation was relied upon for r - r i - = Q 9� 975 \ o. E/yF _� �� '� ,." b o`a 00 \ I , _ \00 - C matters of record. Other easements may exist that were not shown in 3 ? ._,` `SAN.f1H !/oiq 8T p_ . \ > �O\QOOn; , - ;%I `'- _EX CB - p I TOTAL PARKING STALLS = 256 this commitment and are not shown on this survey. . SAN MH ` \ /- : \\� RIM EL..'a7g.81 :p \ , I Ip O`� I : RIM EL=10066 p REGULAR STALLS = 249- /_ - .... INV EL=ggq.67 �O RIM El_ = g74.45 ' `\ / pg6'I �No qq5 / I I HANDICAP STALLS = 7 INV. N. EL.=g64.35\ INV:-f/w cL.=g66.61� S.Q .' - SH " INV. E/W EL=963.35 I I f ., r . r % `) sq� q \. _ / ' 0 \ I I I I I `-EX FES ,.. _/°I r �(l .9 `!y ".. 99 1 INV EL=g66.8 , . r , r , , P� 8 .N2 RCP. gg4.55 W SYMBOLS: n So ti 99 99.�i' .� INV EL=q84' S p 'I O .iM U __ EX r E 3 'O' .y 99x s. Fgs'D O rye ;ot a J �_ '- 969g68 NV EL 96 .5 0 ``.� 6 R 9� >� �1� sF t'4- g� I n' a o 00 I MANHOLE HYDRANT U I q71--_- �, �. - �0�' -�•, h hE q I I I; 3cu z . - I 972-- ^, tz 1 l� ? Fps �1 a w u CATCHBASIN SIGN _ I ",n o vni ;' `'8 o\ -__ WOOD FENCE SANITARY MANHOLE LIGHT POLE U -- 976- - _ I q /r I ' 0 00 =ELE/ELEC BOX moo ' / CONCRETE -UE-TUN UNDERGROUND ELECTRIC CALL BEFORE YOU DIG! ��A �< TC/ 1- I 9� 7 DENOTES FOUND _UT- UNDERGROUND TELEPHONE Gopher State One Call - - - _ 00 I / 1 /2" IRON PIPE -UG- UNDERGROUND GRASS V TWIN CITY AREA: 651-454-0002 IZI-1r �, 141; //7 / 0 DENOTES SET 1 /2" IRON �T\ UNDERGROUND TV TOLLFREE: 1-800-252-1166 25'04,.L ------ I PIPE MARKED RLS 25718 - > - SAN. SEWER .� SAN MI -I D �' f 6 WATER FAUCET - - WATERMAIN I RIM EL.= g97.35 _ ----- � ' U. - -- EX/CB -»- STORM SEWER INV. EL.=g87.05- i 8/T P- \ �% -- R EL =1Or7 MA/pUS TH -- _ 0 �� i O ELECTRIC MANHOLE CONTACT: SEV41, LLC C/O Anxon, Inc. Suite 100 601 Marquette Avenue South Minneapolis, Minnesota 55402 Phone:763-443-8613 COUNTY/CITY: CA F2V E FR COUNTY CHANHASSEN SEAL: THE STATE OF MINNESOTA DOES NOT REQUIRE A SEAL. II NORTH 0 40 80 %7=m SCALE: 1 INCH - 40 FEET REVISIONS: DATE REVISION 12-26-07 PRELIMINARY ISSUE CITY OF CHANHASSEN RECEIVED I FEB A 1 2009 CHANHASSEN PLANNING DEPT k PROJECT LOCATION: 2401 & 2499 HIGHWAY 7 P_I_131_#257940020 P_1_I]_4;;E25794001 0 Suite #B100 200 E. Chestnut Street Stillwater, MN 55082 Phone 651.275.8969 Fax 651.275.8976 dlt-csls@ mcleodusa .net I� I CORNERSTONE LAND SURVEYING, INC FILE NAME SURVSD12 PROJECT NO. SDO07012 CERTIFICATE OF SURVEY 9a qU3 qq2 f'EDGE OP BITUMINOUS EDGE OF BITUMINOUS qq0 ' q(A4 AY NO.7 OF qq3 EDGE BITUMINOUS - qq2 - - STATE HIGHW Pb 9yF PUBLIC RO_ qqa- - - (B1IUMINOUS SURFACE) 98q - EX CB _ - - - - q88 RIM-gg2.31 q - - 967 INV=g88.50 93 qq3 - _ _ - - _ - _. 986 99 EDGE OF BITUMINOUS - - qq2. _ _._ - - - .-. _. q85 A54 -- - Oap - 983 P / - _ qq2 _ _ • i r- _ r .. c .i �-EDGE 0F WATER q84 II-26- 0 VICINITY MAP HWY. 7 SITF v1 LAKE MINNEWASHTA �`------------------ RIGHT -OF WAY LINE AND NO ----------- __r 60" WIDE- ALLOWED 9 ; ---_-- E 88 - ACCESS PER DOC. N(1.L 989 .. ACCESS PER DOC. NO. g1260 �\ 101807 - q�Q - - -EX CB i N89°05'09"fy a9h3' - w = _ RM gg4.85 _ - - ---- `� /� to `\\y INV=9gO.65 - qqs .305.52'0 ------ - - 9q4 Ev 85.26 A I 10' DRIAINAGE &_UrMIn'Y EASE T PER PLAT \ L.5 L.S. { - $ -s -- - - / �� - OOp --L= 15. 7.1 - 12INpEL q g5.6q 1 rC ,BLS,\ I CO N R=10.00 INV. NW EL gg45q qqqq SPACES = "-- -EX CB 996 _ INV. E EL=ggO.Jt vV / a� 0 90°00'0� --- - - _.. . ___ -- LANDSCAPE ---- BITUMINOUS S 95 -kJV EL g88.91 qq5 � "- i _ -- SA SIGN r I \�I SURFACE v EX CB-- I I I i �` �SBG°3 ( WARIJING " - 1 RIM-gg3.32 1 i 0 44 ' _ INV=g88.82 �` EITUf11NOU� UQ ) UNDERGROUND l qqA I vv 8 SPACES I�`� `I S993 ACE '�'P ) GAS STORAGE r - 3p,' I I " - x� \,TANKS - " ... a qqa I I a I :. < p - .iqq`7 I / STORM MH �' °` " I , RIM EL.= gg6.75 INV. EL.=983.25 U`--FFE=996.0,, °" • 4 I ,..�, . :"4 v` a BUILDING HEGHT NOT TO _ w -a I 1 •��• aN0 Qf.. f EXCEED 20" PER DOC. a _ - I -"'' "'• 24" RCP w o ` i NO. 220g5l -- N �VQ v I I N Z of I `� M --`_� CONCRETE ,SURF CE W . C i .-' , I « « I G - _. 0J\VOP.�91 i _ `o h �'" - d-- I `n - I i WARNING `_` / ANOPY ABO ' .' i - -- y U ti v n UNDERGROUND to �XejX,�., A' i - a0 3;F... N I �. ?GAS STORAGE i ' ( EX- C8 I I m w ' ' 1� RIM EL=gg3.08 r L ` iD I I < - I _ _ I INV EL=g87.78 Ole FLOOR "9/y r - "� , N r IWARIJIN EX CE, I _ <--ELEV. _ I- , v I I a •";'.� ENDER ROUND RIM=g91.8: / =9g6.0 TORAGE , ;INV=g82.8 1- m z i L=47. 1.2 SUPER R=30.00 _ ---- Z x I t� - I _ A= 90° , rr AMERICA Q - 4" C o w of z L - - -_ SPACES - OO O ^p^ I y j 1 m - U LANDSCAPE - _ I,: Q GAS : ti 0, - - - SAN I STATION « 2" C L r � � I - - - - �._ 4 - - - - -" SijjN MN ZA° ` �\ STORM MH' 9 1� 1 .. .. � RIM EL= g97. 2 9 i y i - o o - (- TRASH =-10" DRAMAGE &UTILITY - - - - BRIM EL=86°30 - -RIM EL=gg2.66 - - - -6 DIP 44yd _ < ` INV E EL:-gq2 , j p J \ Oo EASEMENT PER PLAT INV N. EL=g86.g6 N�. W, EL-q85-q8 i - - - - - Q2 �- �� " INV_ S. EL=98I.6il L INW. SW. EL.=g84.58 / BITUMINOUS - - - - O 9 1 2, NV qa i -.996 ice._--�. FACE C RIM EL-9g3.53 - ; _ , 4 _-- 3 \ dt a O F'-- EL 3 R -- I qq3 -- - , ' ._ L INV N EL=986.93 d i\ 55� �_` Qz m I INV 5 EL=g8q,03 -- 3 LLJL VI 1/ ,. _ q. 1 E O -.I - BITUMINOUS Q - y - - N --i-/-�--- LINE "I" INV E/W EL=g81.83 It ,' �\ O w v w i'. 1199 9q6 m suRRFACE 5 - - - NE -[ �4 __ _ --- w I cn wi- ,u EX CB I W p a I �� 9 a o-L i �qv I � w U U N o N- a- a RG - RIM EL=9g3.44 i q6 1 • cp 6 I ;-._ ,- I of N w 3 - a- - a - a c� O _ v N �< 2N - - LWV=g90.24 '� °` ; co \0 at 9 d EX CB L N I I I LLJ RIM EL=9g4.Oq / �9 U w - O d p / i / 8- ^O Z I 9p m�2\ 6 fwAz_ Val F' f w i , o 00 1 Z 9e INV EL=g74.6q . co L -- - 1 ' I v _ - i F. , I o I O p w \\ _.. g wp,ZZ UUv ' i! 1- jqq� N I `..'.... a 995 , R-.l`<�< ��<1 2=Cp a c13 �,, 0 ,EX CB -o-_. S ,SAN MH a :_ r . RIM EL -- qq I.AO - `n yr - - L7 ' _ ,.l o y 11 I /00/ N - > - RIM EL.= g4A6 994 - - ' w a - o I -- INV. EL =g7q.20 '= i v\ i U 3` o O 1 - INV. EL.-g83.56 _ \ ' 11 'I - 993 BITUMINOUS y - �'i owUC R,. m 1111 ... \000 \00\ lol `- z ._ :. -. - URFAC a. i z ror B.SPACES _ - I 2cy y o� w cy n B a 993 00BI I, 1 J i i '�• ; ANOP �"..�_`' .-' higoUS......_ 9 .- : - it .7D TU41� S DRIVE 61 A 9q I <¢ r` y `FLOOR ` F �\ i i v ELEV. gg5.8 I , Ir _, i `\� 11 RIM 61=1003.80 03 = �'' - - - --INV EL=gg7.4o 11 _ I BUILDING HEIGHT NOT TO U w I _ 9 rP% EXCEED 20' PER DOC. ` ' ELEVO.R I - - 994 \ 9 p o i O0n' j \�` U6 w 1;I O. w 20951=gg5.8 'at F Sppc I , I 1 s. If �W i a EX CB I O a ,. I a RIM EL-IdO4.45 Z GCT/T�o' / t L N. 7/41i w INV EL=9f18.15-� w U w h O a BITUMINOUS SURFACE 7 Q o\ 0 GF @p BRASH 99s TFN�C a 1 U 0 0 i EX cB �� C TSJ - \`1 z' *< C� I ,- i i Q O '- a x Z; ° - II RIM EL gg3.83 - .-� .,S 4 w�` I z O .�:_ � w c- t (- INV EL=g72.13 la. 'pF cV O `., U w I @PACES -\ `Tf9 - 995 ��7k F s.SPq` (.< ca to 8 p _ U N-' x 9 99 - I 11 qN a d V W z w -�-- �, _ gg6 •�a,-... -�.,_ `_ ,� r 1 � � i` - _ ; v . i ploy , . NL F�\ ,, i F t0 Z Z F � ROADWAY EASEMENT 9q�. • -- �•" - �'� 1- i -:.. I J �1 ♦ � -� PER DOC: NO. 113589 90__ dU� 993. _ +--' a e I I o> o U �-► a SAN MH 9g5V c, 88 9--.. Qa40} ,,-EX CB L I LL LU Q, -m Q RIM EL.- g70.44 ' , 9� 1fI - - _-- - _ - - 93 Q- ?2 F/c `\ I a o N O _ /� RIM EL=gg4.21 o9So pNT �LOOR'' z N INV. EL.-g60.34 w q83 `�_-_ - - - - INV`. EL=g88.11 / F N I < w - f- It - - - - - - - O' P p T ELEV. I a F N I 6" DIP I I �� TRAIL EA NT PER - - �`� - - - - y9� _ ?S SP. .� To =gg5.7 L ram^ o 1006 ... IOR48 -._ 25`. DRMEN'F-{aC�2R PL TILITY.,.. \ \ -\,__" ACES B I i o % _ EASE 64TH ST w AT 6 DIP T /T�� I _i I U o - 8:: SAN ,EX F DUBSPIES all _1B 48'VO US PATH - T \ \ " ;'�'a URFq _ INV El..=ggg.g3 \00�. U w I T , r _ Ir I - ' � 3 0 9 � 9�5 g77SFjyF \ 1, to aQP 00 \ / \00'I 9 RMNNH E=.g7g.81 B p/9A8T'�F \\ \ v /% �O�OOOq.� I ', I - EX CS 1 SAN MH -- it ' �' / _ �0 p I RIM EL=1006.E 0 RIM EL.= g74.45 �. q63 ' L ' ;'-- INV. N EL=g68.Pl v \ \ `��___.. �C ' IFIV EL-ggq.67 �0 INV. N. EL.=g64.35\ / . INV. 'E/W EL.=g66.61 �'PsH'_ qq5" I i I INV. E/W EL=g63.35\ `- EX PIES . ' ' j -a, f ! i ` r `._\ 99 I � \00� I .. 1 INV EL=g66.8 r ` I t• r ` ', 9� 12' RCP "< \ - - ate- 0 « , EX W Z` �SSOS _ NV _ RIM EB q I �Oi h aZ I -99 99' '-'�,? I EL q4 55 0� I Co t''J z q84 q5 0 t\ U a I J - _ ---- 968 ---EX.'FES 999u `r �--� - -q pp � I C� 3 p 0 U I-_ _ 970g69� INV EL=g6(.54 o f� sr1 0: Fr/F q I I I \ g72971 _ I O^ ,� rL"� ..,\ TA0F I y �' d as U c O 0 q75 974 L: U 977g76 �0 1- w omt �O vU o I--------_ w i ----_ " I S81 ,95 04 E, SAN MH �pq U I RIM EL= gg7.35 ,_ ---'-- =- I IINV. ELg87.05= I \� , SITU OUS 5 ✓ ' --- RI ELL=IOIg57 TH \0 I I , �w a M O G UNDERGROUND UTILITIES NOTES: THE UTILITIES SHOWN HEREON WERE FIELD LOCATE PER VISIBLE STRUCTURES WHERE POSSIBLE. MANY UTILITY LOCATE MAPS FROM GOPHER STATE ONE CALL LOCATE TICKET #7071 5994 & 70716029 WERE RECEIVED. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. MOST UTILITIES ARE SHOWN PER PROPOSED SITE PLAN AND UTILITY PLANS RECEIVED FROM THE CITY OF CHANHASSEN ENGINEERING DEPARTMENT. THESE PLANS WERE NOT AS -BUILT LOCATIONS AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. CONTACT GOPHER STATE ONE BEFORE EXCAVATING. FLOOD INFORMATION: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "C" OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 270051 0005 B DATED DULY 2. 1979 AREA TOTAL AREA OF PARCEL = 281,969 SQ.FT. / 6.47 ACRES SURVEY NOTES: 1. BEARINGS ARE BASED ON CARVER COUNTY COORDINATE SYSTEM. 2. UNDERGROUND UTILITIES SHOWN PER VISIBLE LOCATIONS ONLY. 3. ELEVATIONS BASED ON NGVD 1988 MNDOT BM 1004H 4. THERE MAY SOME UNDERGROUND UTILITIES,GAS, ELECTRIC, ETC. NOT SHOWN OR LOCATED. BUILDING SETBACK & ZONING INFO ZONING: BN NEIGHBORHOOD BUSINESS DISTRICT (PER THE CITY OF CHANHASSEN WEBSITE) BUILDING SETBACKS: 35 FOOT FRONT SETBACK (STREET) 15 FOOT SIDEYARD SETBACK 100 FOOT BUFFER ADJACENT TO RESIDENTIAL PARKING SETBACKS: 50 FOOT SETBACK ADJACENT TO RESIDENTIAL FRONT (STREET)= 25 FEET BUILDING HEIGHT RESTRICTION = 1 STORY PARKING TOTAL PARKING STALLS = 256 REGULAR STALLS = 249 HANDICAP STALLS = 7 SYMBOLS: MANHOLE HYDRANT CATCHBASIN SIGN SANITARY MANHOLE LIGHT POLE WOOD FENCE TELE/ELEC BOX CONCRETE -UE- UNDERGROUND ELECTRIC 0 DENOTES FOUND -UT- UNDERGROUND TELEPHONE 1 /2" IRON PIPE -UG- UNDERGROUND GRASS o DENOTES SET 1 /2" IRON -uTv- UNDERGROUND TV PIPE MARKED RLS 25718 - > - SAN. SEWER 8 WATER FAUCET - I - WATERMAIN ->>- STORM SEWER O ELECTRIC MANHOLE EXISTING LEGAL DESCRIPTION: The following Legal Description per Commercial Partners Title, LLC as agent for Lawyers Title Insurance Corporation Commitment File No. 29652, dated Sept. 30th, 2007. Parcel 1: Lots 1 and 2, Block 1, Seven Forty One Crossing, Carver County, Minnesota. Abstract Property Parcel 2: Easement for ingress and egress as contained in the Operation and Easement Agreement filed as Document No. 220591 and in the Amended and Restated Operation and Easement Agreement filed as Document No. 251431 ; and all right of access, being the right of ingress to and egress from, that part of the insured premises described in Quit Claim Deed filed as Document No. 101807. SCHEDULE B NOTES: As shown on Commercial Partners Title, LLC as agent for Lawyers Title Insurance Corporation Commitment File No. 29652, dated Sept. 30th, 2007. 12. Easements for utilities and drainage as shown on the recorded plat. (AS SHOWN ON SURVEY) 13. Terms and conditions of and easements contained in Operation and Easement Agreement per Document No. 220591. Amended and Restated Operation and Easement Agreement per Document No. 251431. (AS SHOWN ON SURVEY) 14. Terms and conditions of and easements contained in Easement Agreement per Document No. 102509. (AS SHOWN ON SURVEY) 15. Terms and conditions of and easements contained in Easement Agreement per Document No. 113589. (AS SHOWN ON SURVEY) 16. Easement for highway and to erect and maintain temporary snow fences upon lands adjacent to highway, together with right of access to highway in favor of State of Minnesota as created in document No. 91 260 in Book L of Misc., Pages 547-559. Quit Claim Deed per Document No. 101807. (AS SHOWN ON SURVEY) 17. Easement for trail in favor of City of Chanhassen per Document No. 101948. (AS SHOWN ON SURVEY) 18. Easement for roadway and utilities in favor of City of Chanhassen per Document No. 273869. (AS SHOWN ON SURVEY) 19. Limitation of right of access to highway and easement to erect and maintain temporary snow fences upon lands adjacent to highway taken by State of Minnesota in Final Certificate per Document No. 95850 in Book M of Misc., Page 273. (AS SHOWN ON SURVEY) 20. Terms and conditions of Developer's Agreement per Document No. 102620. Development Contract Addendum "A" per Document No. 113024 and Document No. 159555. (NOT SHOWN ON SURVEY) 21. Terms and conditions of Conditional Use Permits per Document No. 114477, Document No. 119762, Document No. 123313, Document No. and Document No. 240392. (NOT SHOWN ON SURVEY) 22. Terms and conditions of Site Plan Permit No. 97-4 per Document No. 266664. (NOT SHOWN ON SURVEY) CERTIFICATION: To: SEV41, LLC, Lawyers Title Insurance Corporation, Commercial Partner's Title, LLC, as agents for Lawyer Title Insurance Corporation, Union Bank & Trust and Walgreen Co. This is to certify that this map or plat and the survey on which it Is based were made in accordance with "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys," jointly established and adopted by ALTA, ACSM and NSPS in 2005, and includes Items 1, 2, 3, 4, 6, 8, 9, 10, 1 1 a, 14, 16, 17 and 18 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA and NSPS and in effect on the date of this certification, undersigned further certifies that in my professional opinion, as a Land Surveyor registered in the State of Minnesota that the Positional Uncertainties resulting from the survey measurements made on the survey do not exceed the allowable Positional Tolerance. CORNERSTONE LAND SURVEYING, INC. Dated: 12-26-07 By'--------- Daniel L. TEIres Minnesota License No. 25718 The above mentioned Title Commitment from Commercial Partners Title, LLC as agent for Lawyers Title Insurance Corporation was relied upon for matters of record. Other easements may exist that were not shown in this commitment and are not shown on this survey. CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1166 CONTACT: SEV4I,LLC C/O Anxon, Inc. Suite 100 601 Marquette Avenue South Minneapolis, Minnesota 55402 Phone:763-443-8613 COUNTY/CITY: CARVER C O U N -rY CCTV OF CHANHASSEN SEAL: THE STATE OF MINNESOTA DOES NOT REQUIRE A SEAL. 1 ON 0 40 80 %7=mm SCALE: 1 INCH = 40 FEET REVISIONS: DATE REVISION 12-26-07 PRELIMINARY ISSUE CITY OF RECEIVED SSEN FEB 01 2008 CHANHASSEN PLANNING DEPT PROJECT LOCATION: 2401 & 2499 H I G H WAY 7 P_1.0_--iff2 5 7940020 P_ I.0_##2 5 79400 1 0 Suite #E1100 200 E. Chestnut Street Stillwater, MN 55082 7Phone 651.275.8969 Fax 651.275.8976 dlt-csls@ mcleodusa . net CORNERSTONE LANE) SURVEYING, INC FILE NAME SURVSDI2 PROJECT NO. SDO07012 CERTIFICATE OF SURVEY Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knctsch Joel J. Jamnik Andrea McDowell Poehlcr Soren M. Mattick John F. Kelly Henry A. Schaeffer, III Alina Schwartz Samuel J. Edmunds Cynthia R. Kirchoff Marguerite M. McCarron 41 0 CAMPBELL KNUTSON Professional Association kkk Direct Dial• (651) 234-6222 E-maitAddress: sneison*k-taw.com November 5, 2008 Ms. Jean Steckling City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 RE: CHANHASSEN —RECORDATION OF DOCUMENTS ➢ Resolution 2008-36 — Vacating Drainage and Utility Easements At Lots 1 and 2, Block 1, Seven Forty One Crossing (Walgreens Site — Planning Case File No. 08-05) Dear Jean: Enclosed for the City's files please find recorded Resolution 2008-36 vacating drainage and utility easements at Lots 1 and 2, Block 1, Seven Forty One Crossing (the Walgreens site), which was filed with Carver County on September 8, 2008 as Abstract Document No. A488855. CITY OF C'j1;. !"ASSEN YVEC-_-3V ZDD NOV 0 7 2003 ENGINEERING DEPT� SRN:ms Enclosure 1380 Corporate Center Curve SCANNED Suite 317 • Fagan, MN 55121 651-452-5000 Fax 651-452-5550 www.ck-law.com Regards, CAMPBELL KNUTSON Professional Association B WSuan. Nelson, Legal sistant Dxument a OFFICE OF THE A 488855 COUNTY RECORDER CARVER COUNTY, MINNESOTA Fee:$ 46 00 ChecW 19375 Certified Recorded on 09-W2008 at 01:30 ❑ AM PM 486855 IIII�I�Illllllillll Carl County n rderr CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) I, Karen J. Engelhardt, duly appointed, qualified and acting Deputy City Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution 2008-36, A Resolution Vacating Drainage and Utility Easements at Lots 1 & 2, Block 1, Seven -Forty One Crossing (Walgreens Site), Planning Case File No. 08-05 with the original minutes of the proceeding of the City Council of the City of Chanhassen, Minnesota, at their session held on the 12th day of May, 2008 now on file in my office, and have found the same to be a true and correct copy thereof and as approved by the City Council. 11: Witness my hand and official seal at Chanhassen, Minnesota, this 12th day of May, CGGl�st/ GC.�LIC.ss� en J. Enge t, Dep Clerk • 1 • 41 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: May 12, 2008 RESOLUTION NO: 2008-36 MOTION BY: . Tiornhom SECONDED BY: McDonald A RESOLUTION VACATING DRAINAGE AND UTILITY EASEMENTS AT LOTS 1 & 2, BLOCK 1, SEVEN -FORTY ONE CROSSING (WALGREENS SITE) PLANNING CASE FILE NO.08-05 WHEREAS, the City of Chanhassen is requesting to vacate the drainage and utility easement of Lots 1 & 2, Block 1, Seven -Forty One Crossing; and WHEREAS, the existing easement was granted in 1988; NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves vacating the drainage and utility easements within Lot 1 & 2, Block 1, Seven -Forty One Crossing as defined on the attached vacation description. Passed and adopted by the Chanhassen City Council this 12t' day of May, 2008. ATTEST: /A Todd Ga6ardt, City Manager YES Furlong Ernst Litsey McDonald Tjomhom Thomas A. Furlong, Mayor NO ABSENT j u • dF NrlaNelue LEGAL Wooten le LOWLnJon LDFTRn—tm Fide N¢ 1x1'. M C FlO' Suppkmenlal, daedlan. NRT, I...pU STA BL1 „ ..Tm,: Lid Lost 1 and i, alp@ 1, XRn Font One Crossing. C rCounty, Mkn—S Absba¢flogesF _ __ hN3pon]: hrri Mtlr andaina— _ "0 Ooemm: Eto Oper.Nu aM Easement Agrrem msRled as led asa D l Nu zzOsan and b.er Aun. aM --- _— stated en Resoov ODeaaon one Fssemenldclint Mrace as No.351 a31;oa a!rtem ,TOY net, aler19ntor Ironsb gq eg¢sitan, [M1a Oun.H RR,FEL y. .. __ ACLE9y r' 2 q]C. p. � sent M damodfidan reepuNseseeNot badTO] in Quit P. OaM Deetl Mea u Dzunm[ No. 101901. hrttlA lu 1 aM Nat part M Iq z, abet I. Some Fort, One Fmssin9. "Y, C-1 Mimoodo, eewbel as lallows; MGNNING a: Nen h—, menu N said We 1: Nenoe on a anumed Oeaery of South 03 de9mu z9 minules 16 seconds WOI alm9 one —niaty &R of said lot l a dnance M I SB.311ee1; Nenee Bing loth 03 degrees 39 minules 16 ttcvds west along den scumeM -1—Rion of iM —try Ilse nl "W tot I a aixunce or 13A 4 reef 1 oodnts"" 41]3 reel o,,—R... Y.— to Ne nonMeesl To., atlo,a 30.0U Ott no a [[plat —IN of ]a degrees 4a es a0 seronas; Nenae South 92 1,— 13 minules.oun_ tt Wexl Tcolo n[[or 1 s1.n reer Name xou on"Y n /3 kel of nu a angen1M D me xomnetxa'amng a — tl a zzm ke aodaameal a..N Tsus u1net,3 menu¢: al xeaondv mence Nmn 66 degree: 30 es ea sttwax Went anon[[ cf 1. YE 0 reel d N nest INe of said Inl ]. Nenae Non' 03 .In. asz9 Lots 16 x.ITE Eaxt Long1Nesl Ilne ✓solo lna 1 anE ] a tlkance M 036.3] Teel ID Me maw4e comer said La 1 th— $wN 99 degrees OS minutes 09 s.F..,., alwg IM -^-"- PARCEL B PROPOSED LEGAL DESCRIPTION: ♦ mat Inn a Ial z, Moat 1, seen Fong LA¢ C Minn esotarvd an msn..nd te'h aaaowhih,eny .RCarnl1 ne mnwr.q aesvNea line BFG&NNG at me nwNem coma of Lot 1. sad [loch L. Nmce on a axxumM Ixaavg !h o3 [.grew 29 16 secmas Westakngale unto, r `n'IX! !eM or sal a Lot la afetance of of tud 4 Li 29 mmldes 16 -cnornmbuing,'t, U3 o T n., men we: tabn9 me Soo NaNettenxbn ofne Ime of Loa 1 a 13.0 leep TOY— mence xontn,q¢M N11. o L,r feu anon, a o,, Nouns.1fid to-4 to Metriaar en118d a— Ed 30.W leeana a «neat a,pk of )B tlegrec 44 es ao mence Scut. 9z f 3 sfi —tit: Wes: a [inapt[ 191.11 fen: f I R.1I ABIB t.Yls —ttrl atone thencexouttmo eM z1A3leea.a lan,emf n Met,al au of 111da a EE"ot Nel a:1a central atgk of 55 degrees a9 Y , a1 zf mex; mence Notm ss ee„ees 30 Le�I\ onax Wexl a dix ante a 70.48 reef O'LM—,1 nne of-1 Lot z one nN line tree a]0]I59"b "non WFpE pF®VEO AoorzroNAL ImLR160F M}ql TREE MY u NAWnRE MAY. Mon UTILFLES ARE SHOWN M rnolO5f0 SITE RPN AND UTILITY RAMS RECEIVm FROM TM CIIY OF CXANHASSQI ENGINEERING OFORTMEM. T ESE PLANS WFAF NOT A WCT LOCATOHS µO ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY.CIXirACE GOPHER STATE ONE OEFORE IXCAVATNG. S I � [z Lo — — — — — — — - ® Gopher State One Call nite 11 CONTACT: SEV41, LLC CIO Auxon, Inc Suite 100 601 Mareuehe Avenue SOY01 Minneapolis, Minnesota 55402 Mme:763-443-9613 COIJNTYJCITY: GA RVER COUNTY CITY OF CHAN HASSEN SEAL: M STATEOFYNCOFA W61gF 111W`}YASFM. 0 4400 so Sfel r. 1 INCH = w FEET REVISIONS: IMTE eano t-s-wlrxAir lssllE z-01 -0e uvlsF FwmlfMr rn-n IILvds.FALaRwr, CERTIFICATION: I I1DmrwIM1 INNiNN Manw b M1Da wMtivmf al¢n ,>ti evlaaa d+r Ilm,yatt Sv,meors, aneMsa IeF11rA WnhlLTunm - M¢ one 29 ♦ PROJECT LOCATION: 2401 & 2499 HIGHWAY 7 P.1_o.41fzs7eaoozo P.1-0.,;1025704OO1 O CORNERSTONE L Nsn SURVEYING, INC 4 NO .1 SURKUI, Pp(R NO. snooloo LOT LINE ADJUSTMENT CITY OF CHANHASSEN ENGINEERING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1160 FAX (952) 227-1170 TO: Campbell Knutson PA 1380 Corporate Center Curve 317 Eagandale Office Center Eagan, MN 55121 • LETTER OF TRANSMITTAL 7/16/08 Sue Nelson Walgreens Site WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 5/12/08 Certified Resolution THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ For your use ❑ As requested ® For review and comment ® Approved as submitted ❑ Approved as noted ❑ Returned for corrections ® For Recording ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO: SIGNED: Jean ❑ Resubmit ❑ Submit ❑ Return SCANNED copies for approval copies for distribution corrected prints 227-11 It enclosures are not as noted, kindly notify us at once. CERTIFICATION STATE OF MINNESOTA ) ) ss COUNTY OF CARVER ) I, Karen J. Engelhardt, duly appointed, qualified and acting Deputy City Clerk for the City of Chanhassen, Minnesota, do hereby certify that I have compared the foregoing copy of Resolution 2008-36, A Resolution Vacating Drainage and Utility Easements at Lots 1 & 2, Block 1, Seven -Forty One Crossing (Walgreens Site), Planning Case File No. 08-05 with the original minutes of the proceeding of the City Council of the City of Chanhassen, Minnesota, at their session held on the 12th day of May, 2008 now on file in my office, and have found the same to be a true and correct copy thereof and as approved by the City Council. k0r" Witness my hand and official seal at Chanhassen, Minnesota, this 12th day of May, ten LJErige t, Dep Clerk CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: May 12, 2008 RESOLUTION NO: 2008-36 MOTION BY: . Tiornhom SECONDED BY: McDonald A RESOLUTION VACATING DRAINAGE AND UTILITY EASEMENTS AT LOTS 1 & 2, BLOCK 1, SEVEN -FORTY ONE CROSSING (WALGREENS SITE) PLANNING CASE FILE NO.08-05 WHEREAS, the City of Chanhassen is requesting to vacate the drainage and utility easement of Lots 1 & 2, Block 1, Seven -Forty One Crossing; and WHEREAS, the existing easement was granted in 1988; NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves vacating the drainage and utility easements within Lot 1 & 2, Block 1, Seven -Forty One Crossing as defined on the attached vacation description. Passed and adopted by the Chanhassen City Council this 12a day of May, 2008. ATTEST: A Todd GAardt, City Manager YES Furlong Ernst Litsey McDonald Tjomhom y L Thomas A. Furlong, Mayor NO ABSENT i ao P P O 7-°s 57AP0 R0AD3 lids % _ rods Hr NECacel artuxt— _ axe laps Tsai �I I SPA S I ryy l 3 z -�j SBb-30'KE a�5621 Q 2 F .eY - ' 7 + ero it `•11�1 r' � �- 1 IE -I: -- �RMevP C=:D'aar_- ,,. )ARCC xaVM956ads .. \ - _ a N \ rl 11 l } 1 J bygM o' I aI I I i I J-1 I _ ,a 1 nEr. gK�P w4) 1 s. '1 mill qj _II Illli: t� A �40P 1 „' ;. ! F Aid. I � �gehK�'at 1 SR ptayat y - lei'ys-e ie 31 7 nor • PROPOSED EASEMENT VACATION: Th n ra, iugeana OVlhease,a W d LreCicnW To Been FarryC eGm .-IseGrainy, ney5.00tenln sloe of We anacM con" on I.. of Bi n .c neas.ryanendii oRoesecdd1, 1 e arMesa Net 1.1 f ich Besiwmedy NanmWwYlB mLand Na'sdtee ed, road feet .i. z a RIn6 i. T-- I I I I I I I I I VICINITY MAP + y IX L ( ". iSITE O 5 I rfaiwA4lfw i tt I ea nor •-. I I 'tl x.1, �•\ I i BUILDING SETBACK & ZONING INFO \ I ♦ art I ouxllnssRwvx¢somMrroRTxE Irvnmxc - sETea+occ 35 FO0r irR3T5ETMCRnI1�r1 I I S fOOr SDFYND YIYI]t too F0QT911fFFR A03M»Irro REsoenln PARI'JML SETI.bS sarmrsEr9au AOla�zrro REsoe2nAL i RR]r ISTREETh zs fEET imIlDR3G xE1Lxr REsmICI113x=1 smRr PARCEL AREAS: TOTAL IXISTINL AREA291,96 / KR6 F`T. 1. 1" aRM=529,M SnF1F atiOErRiTiNLLOTI 5X4ix6 IX6TING LOT 2 wI1FA= 2M,]A $p,R. / Sr4 FCRES PRCNSS[I PMCRw= 63.Rat 511fT.l t-w] wa1F5 Paorosf0 PAaaL c= nA9zesMTr.I s.u6 Aaus I I ARUOFLm21NPM A=10.9155 .I0.21811a1E5 SURVEY NOTES: ♦ 1. BEMIM`.S 4RE RASED ON [MYHICWNIY DERCR SYSrIM, 2. UN 2. VNOFRLROVND ViI11OE55xOWN xA'ASNIE LOUTONS ONLY. 3- E E NLYO 1999 W IOWH I T RRiMAY O L a0 4. THERE MAY SOME ONOFRL0.0UM Ua111F5,fA5. TITFe5 fl£RNC, ETG NOT Sn0MX O0. tOCATm. SYMBOLS: + Az FOEBRAFFEE - fATCXMW! sic SANITARY WMRIF t3LHT FOIE 1Y00O EFIIa TELE/F3R BOx / CVAMTE - VNORGROu"Of18lRC � \ / — 9FNO16 - - uNORUWnO TflnflbfE \ � f,z iRf m llF _ - VtUERGRW - OnmaSE,WM71a uroRant rfF wMm 9tsn]1a _ _ sAfL SEMR f / E WAM FM1IT -'i-iiffiTfieibUrl STORK SFTYR / O EuclMc w.NxRE • CONTACT: EXISTING LEGAL DFSCRIPTON: SEV41, LLC + C/0 ANaen, 91c me LMaIO aeraM. SOM IN Trite. Pamen Titles llLuagem fw lases Tine .Bar 601 Marpuelfe Acenue SVulh Insunn[e Ca,poraLLm Cnmmimrcm Re No. ]%52, Fm wwkmenML tlxeEJan.1W,z0oG 66E02 M3nnewild. F3-M ek0ne. )63-443 13 Racier T tons I and 2 &oh 1 Soren fwry One Conlin,. MA Counneso¢ aGsbaR Prapvzy ON e PMdsI x' Emerand for ingress and actress m conceded in ties COUNTY/QTY. Operation and Easemen/greemens nk[l to + orcumene Na. 220591 and In We Amended ane rimed opcaranane.—I Agreemena0ed CARVER u [Nooseent N. 251431:.W a ni of xvl; COUNTY being Ines NgM d Mgres ad and egress frun, doo Rater, M the iruorcd do"i desesee in pan aa:n Geed Roe a. Gn[moat xa Nitwit. eaTY ai CHAN HASSEN PARCEL A LEGAL DESCRIPTION: +PROPOSED SEAL: Pored A Ialantl Wx Wn dint 2, Rlo[t 1, YzealFmy TRI STanos FR...uOW xRc One Cmsi n9 CMs'eaCwnry, Mrmaw dowsed ..1.1 a No - is Noting BEGINNING at We adromut come M uM Out 1, des— on a aszumetl bearlrg of yarn 03 degrees 29 e Hine ninxm es I6 sds West almg We eared 29 sad ON l a duence MISS 35 fen ience a -Forcing wen 03 tle ntaa 29 mmu e,16 seimds West Want lneswtned, eyrensbn or We cooly line al saN Ina 1 a Sslance of 1314 Fil thence soutMvesteey 4123 rest Water a nngemial N�.m ve 101ne mmes nit rant, a nedlux of 30.00 feet and a ceroad mgk of ]e degrees 44 nalunts 40 scissions. tFence couch 82 degrees 13 minues 56 seconds Weir a distance M I Bl 11 feet' thence sauWwezted/ 21 a3 feet along a: angem al p�I��40 an son, aid ,case care -Ye F. me saus,ate resat, a rents d 22 00 f d eenl angle d dB ml a aro, Jiin'. Nrnn% clg 3o m. a do West a dmnce d lit kn as sit t ia:11„ 1Ni Nona 03 SCAI£1 INCH-w FEET den... 29 mmcou I a East W, We-1 Ise a Wes Lots l anez elsc se d 236,32I:n to 11'e...-1 coma M sadd fix I Wince XUN . deg.eez 05 moot[ 09 cationd, East along The REVISIONS: well lloe of sale 1.l a d.e d ZM50 flitm me POINT OF BELLNNu1G con a.. . b: LLYY'i Wes` 2--IN RNNE 21J•1B MV6EFPOI�[O FA93AFNT PARCEL B PROPOSED LEGAL DESCRIPTION: CERTIFICATION: n: 1I dabfmomrhoMaNne aM Ladd 1 Tnu N.td W iast n mpmurtr 'se, Count Minia,es to "EOn,e Cross ng. CamrCwnry,Mnnezola wrier Res Cn m`t N esseM anesMleAy e!M bMalrg eeso6ed um 1 n'Re seed gtt`•de b+n Yoe: BLL.. ai Be mdnea' atne d tne 1. syd WckTW summbeaac M5wMB3 M1rdalt_Tbntesdool ,mw nog 29 'Locmez Westabq We Heir d l r said L 1 a anonce M I5A35 red; 1-29 Mn,T c'narnan,5wN 03 a a— 2R mined 16 'econ. eves, long ne MaTY'dy emniM at, oe , cre 11 laidins a dismantle at 13-11 reec PROJECT LOCATION: Fors, isman"'Oery 4123 feet along a tangentwl + o the nennwest redo, a radius M 3000r dace. -I angle or Ind,,,-a4 2401 & 2499 mines 40 sxmWgrees ds: ence Sued, R2 de13 - es 56 secwas West a distance d 191.11 fide [Fencesoutkxasterly21.43 eons,aiadi—F HIGHW.[>,V 7 st ganeirri of InmWeioenaieof P_LO.#257940020 22.00 kit and a cenaal ayk rt 55n 48 SS u es a seemds. Wst.edNorth ee0nese0 d"'"s P_1.U.#257940010 an w 4. see o,-Bs feet sliof a nand dne o'tbewes line dzaia tdzane said line mce FEE a O M. h + } air mim 2m E0rr04ara! UNDERGROUND UTILITIES NOTES:�� + 11dn1rllESypNlrr9fpxnR Ran Faxed 1BR s OrAR FOR, V9Md 51MKORBNIf61E SC11® Nn9nE MANY RWIY LOCATE Mae, F110M ntnau5p GORIER STATE IXE CALL IOUIETKRIT 2y J2021 S.. NNI OM MIRE RFaNFO. ADMIONK O11111ES Or iordi WE ARE uNAwA0.E MAY E%67. M= ITITRES A. SHOWN FOR PROPOOrn 511E FLAN N. IRX AFROM THE Y ftNS REEFIYEO 6 W Cf1Y OF CNANNA55EN ENGINEERING GEPMTMENT.NE PIFNS WERE N0T AS_M1RT LOCATIONS AN.ABSNONN TDR CORNERSTONE INFORMATIdUL RIR OSES ONLY COFFO C GOPHER STATE ONE BEFORE IXUVATING. LAND SURVEYING, INC + TYLxWI loci '°OAR NG. spwmr2 Gopher State One Call ®.mar .trite LOT LINE ADJUSTMENT CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA DATE: May 12, 2008 RESOLUTION NO: 2008-36 MOTION BY: Tiornhom SECONDED BY: McDonald A RESOLUTION VACATING DRAINAGE AND UTILITY EASEMENTS AT LOTS 1 & 2, BLOCK 1, SEVEN -FORTY ONE CROSSING (WALGREENS SITE) PLANNING CASE FILE NO.08-05 WHEREAS, the City of Chanhassen is requesting to vacate the drainage and utility easement of Lots 1 & 2, Block 1, Seven -Forty One Crossing; and WHEREAS, the existing easement was granted in 1988; NOW, THEREFORE, BE IT RESOLVED that the Chanhassen City Council hereby approves vacating the drainage and utility easements within Lot 1 & 2, Block 1, Seven -Forty One Crossing as defined on the attached vacation description. Passed and adopted by the Chanhassen City Council this 12'h day of May, 2008. ATTEST: Todd CTWhardt, City Manager YES Furlong Ernst Litsey McDonald Tjornhom Thomas A. Furlong, Mayor NO CONTACT: ♦PROPOSED EASEMENT VACATION: IXISTING LEGAL DESCRIPTION: SEV41, LLC r \" ♦ IDe blwsin9le9a1}scrplm ler Cammaual CIO AnxOn, IM. J % - - tlM asetw 601eMupume Avenue South i / ��'/� l!i[ adrav aq YlWifa%mm5utlediUlM PatowSTIW, LLCu mfvr lawyers iih RIyMT6 - _ _ s qu rwty LFe G , GrsV, a fine, Insurance Corycnean C. W Fh Iq 2%5]. N�T{VIA ma -� _ "z _ IflneWaetlrg s.o0 r<e ln.bm m ew.sle<orM< nrst sepe,nenw, eas<ew.lan xme Mime: 763-.43-M]3 55402 S(Apualc _ �-� anMly. swMsseeMane anoh Wu a la l Motli Rlone: ]s3-I43-R613 leeatet°aeelrbn NdN Ra f feet e00 Parl: a sm9 $ aw.<xcx lu SnYMuh n eM 10.0()n a Lms I aw 2, Moth I sewn on uoa smy - a uc, ucccmrtr, mso¢ II \ I _- _ tl �� :. \' I fssem2me br 9gra5 aM egrna as <wmrrte In Me Mcocvmree rwntl. 220591. din ertleud a.° COUNTY/CITY: - - -. - _ -- • �� '- �� { i t / _ _ Restatt° ooeratbn s am [sse..anyreen�u�t 40 CA FZV E R 'reu, theater, COUNTY ate �� OF IOII V- naMe�BWM MV mlw hso16eE 1n Quit � N -wNONjn652i1 �- '• , m� - � --_.�. - I I CHAN HASSEN PARCEL. A lA wr o0 1 all m , __ _ I ♦ PROPOSED LEGAL DESCRIPTION: SEAL' 11 d It oaisnl. ! 666 - - - -ce J ruNw f rz +r� z II I, _ T SAs-so♦4I r+� I i I tulaM troa PanalaAebdl 1, seYem Pomy rna sran or MwxoOra core x0r xE to CP�rniing.CmrCwnry, Mimesda eescr0eil l}Ilx[.Sw. 111:111Mx at the ninon comer of s Lot 1. coerce oe a assured Eevlrg or sw , et moir time Ilt: l l I V _ - R 1 f•" I e29 fu,WL sl 6 secmdswesukm9ene eaertoc O I I I o P 1 a� y', or oM Lm l e e mrccurem 295 feetcoma I I •� _ �pqp3 `- •s I I .e<nnes we:t�°au�e MeswlneM uletnsbname v� easnrh On<ol un. l a donna or 13.14 feee a mene do eeMel231mn Maw9et I P I cure cmose to Me norm est mmr9 a recurs a3(1 NORTH VICINITY MAP morve. 0s..d,, Ne��m 9l eee-13 1`1 ,,, , T� K6 Zsazl _ L Rf2 .- II Me-.tomnwes¢.h 21 aI fcn Abet, a tbm�,. a Io RO ,il A9000 I cYne c--tome m.mease naIn9.,uJ. a I 2zmreet andacen gczo91edss ee9rm afi Ieti I IMr.] C m�euails sane. w.:„eeah«azoae J B6 J0'M I' _ $ITE 10 me wed lex a sale In x. n Nonn 03 S : I INCH - 40 ITFT d, 29 mmu,e 16 e f .1-1 M<wesl _ I.ysMM Mx __ __7 ; gs 11 1�,A2� E I�eaadlnal a�ax ee rx36.3z reee w l X TI 1'MEYA9HfA [: p Y. mme'm er—I—ofb.1 snenaS 89 deeOmnMalwg Ve REVISIONS: me Parrs Ro.r.ae osn .MN .E.�or xC a6 xx ro:= da]s46Vc I 4' xo630u e- 4B- - It1116L _,g l I '£ .p/ I ryy.s zsiAR6 etvSE uux 1_ 1- Ott, ( b'd Y' 4-s-01 aFVR / PARCEL B BUILDING SETBACK & ZONING INFO PROPOSD LEGAL DESCRIPTION: f CERTIFICATION: _ �p`y�- __ R. 1 �' � II w2O0i aNCgMWCx.X.c XMsA3[SINSeOFalloCHMSBFOLM511ppO01UM1ES5 DlSIRICT Pf11l1iECT' TwNtteeMmta Wr� nd Sm2M. NM:aY 1N.5ee5en Pony eL,Fene e°��.,wau^m Maqrvdca mt aanWanewM ellxsn.e°®eetS uNm metre. �.1E- �. '-� tiyV.p '-m2___ 3s Pnni FRpli s6ivcR 6TIEln line I YF �- «a. C 1 { f " IdO fOnIIPRiF.. 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INC aR1f O We �IQ ♦ 81 �rr�t3l�d 6 I 31lIiL4E TR6/RiCMP[ 11 O 1 /r -•I: t I 0 YIiOlUt MI eeswm ELLMIE sMVSolz F:ZP P AFYNI®1225T. _ — i'aryi w I I / i M1HFAlIlI1 - M1111atMa ® Gopher State One Call PM;CIa sW°ro1i >- SIORIt 52wOt �a!wa.�y-r i LOT LINE ADJUSTMENT City Council Meeting - Mayo 2008 • site plan first because that will give the background for why we're considering the vacation to begin with and make a little bit more sense so with that let's go to item 3B and we'll follow that up with item 3A. Staff report please. HIGHWAY 7 (2499 HIGHWAY 7), APPLICANT: ANXON, INC.: A. PUBLIC HEARING ON VACATION OF DRAINAGE & UTILITY EASEMENT. B. SITE PLAN REVIEW AND A CONDITIONAL USE PERMIT WITH VARIANCES FOR THE CONSTRUCTION OF TWO RETAIL BUILDINGS. Kate Aanenson: Thank you Mayor, members of the council. The item we're bringing for you tonight actually has three components to it. Two site plans and a conditional use. The subject property, Seven Forty One Crossing is located at the intersection of Highway 7 and 41. Lot 1 is there's an existing building that will be removed and replaced with a Walgreens. Lot 2 is where there will be a conditional use for an additional building and restructuring of the existing center that's there. So as I mentioned, demolishing the existing building is the first one. The existing building is if you were to go out to the center today, we're providing additional parking next to the Walgreen's building itself and then providing access for a drive thru. So the shaded areas are the improvements to the parking lot itself. The entire parking lot will be refurbished but this is kind of working through the circulation of the site itself. There is the Super America which is on a separate lot. It's not included in this project itself. Councilman Litsey: Can I ask, so there's not going to be any Kate Aanenson: There's not going to be any changes, correct. Councilman Litsey: Okay. Kate Aanenson: Correct. Again the revisions would be, this would be the Walgreen's and then showing you the circulation for the drive thru window. This would be pretty similar to the one that's currently downtown. The Walgreen's with the drive thru and I'll go through the differences in a moment. And then this would be the new building being placed on the site. A little over 4,000 square feet. And then what I did want to mention, this was brought up at the Planning Commission meeting. Connections to the neighborhood. The neighborhood did want, some of the planning commissioners thought it might be interesting to try to connect this. It's very steep to take this trail down. There is an existing trail right now that cuts out onto 41. What we're making a condition of is that there be a sidewalk. They're proposing a trail along this segment here. And then trying to get back down into the center. There is a trail existing here but trying to make this connection. It's a little bit more circuitous. There is a retaining wall behind this building to try to get a sidewalk along that but again to give entrance way into that to make it pedestrian. As you recall, this is one of the properties here. The Reed's orchard piece that we did recommend changing the zoning to on single family. A little bit more problematic to get access to. One of the things we did look at in rezoning that is potentially providing access between this center and then, and it seems problematic based on the grades. That we'll probably 38 teuUND City Council Meeting - iV ay 12, 2008 • still have to come from the south, Mr. Gowan's property. Or just a right-in/right-out at this time. We did mention at the time of the rezoning request that maybe these could be connected but that seems a little unlikely but we did investigate it with this project because we're looking at whether or not the parking on this edge of the building made sense in order to provide access, but because of the grades we just don't think that will work. So this is the entire site plan with the landscaping. The Walgreen's being just short of 15,000 square feet. It does have parking which does meet ordinance closer than the building because it does provide a buffer. Again the drive thru window over here. The existing retail center. Additional parking and then the other 4,500 square foot retail, and I'll go through the architecture on those in just a minute. The Walgreen's itself, while it has the same color material and the overall design, it looks different because the colors are kind of in families or groups, and I just want to switch here to the color palette itself that they're using. I got the wrong one up there. Todd Gerhardt: Wrong one. Kate Aanenson: Thank you. I've got the Carver County colors up there. Thank you. That's my building. That's my building. That's her project. Thank you. So actually it's the same colors that are on the downtown one and you can see the bricks. So the bottom base of the building would be the cut face block, which is again exactly what we have in the downtown building. Again the blend is a little bit different. And then the yellow brick, and then the gray. And I'll switch back to the laptop here. So this would be the yellow. Then the beige and then the cut block on the bottom and then the red brick. Again they're integrated more and I'll show you that on a couple of slides in a minute. So we've got the cupola. Kind of the architectural feature here again mimicking, that's kind of their landmark over their front door with the medicinal look on the front. Again similar to what we have downtown. The rest of those windows are spanrow. The back of the building does not have windows. That faces into the slope. There was a neighborhood meeting provided by Walgreen's, prior to the Planning Commission meeting which did have a public hearing on April 15`s and nobody spoke to that. To any of those issues on that. Again it has the same gooseneck lighting that's similar to the one in downtown. The one thing that is different, which we'll spend a little bit of time on is the outdoor recycling, storage area and then the delivery area, which is a little bit different than the downtown. They do collect bins for moving of product and so those are stored outside and then the recycling is outside. This is what the doors would look like. They're actually louvered doors, and that's a little bit different than what we have downtown so this would be the trash and recycling. I'd like to compliment Sharmeen Al-Jaff who worked on this project. It came in a lot different and she really pushed it to be a lot similar to the one we have downtown. Again our expectations for the architecture and this storage area was significantly larger and she worked hard because the one downtown interior to work to, because it is in the back corner of the site. To blend it into the site. So this one here is the one that's downtown. Again you don't have the outdoor, and it really didn't work in the downtown based on the sight lines. Whereas this one, because it's in that back comer, did seem to work. There is a condition in the staff report regarding the size of this garage door and that, I did make a note of that. It is condition number 7 on page 25, just. We believe that can be narrower. They are a little bit smaller and that's one of the things we've asked them to look at. But again you can see the colors on the existing brick so there is those same yellow. Reds, so there is those same hues and the cut face block on the bottom. Before I go on, any questions on the Walgreen's then? Those in particular. Okay. So then we have the Q3WA:ra 39 City Council Meeting - Mayo 2008 • other building that's up against Highway 41. It is built into the slope and that building again will have the same colors. While this doesn't look like brick, it's the exact same colors that I showed you on the Walgreen's building. Again the red's, yellow's, brown's. And it also has the cut face block. Again as I made clear, the Walgreen's downtown has the spanrow windows, except for the front entry, and this too will have some of that. Councilman Litsey: Has there been a designated use for that yet? Kate Aanenson: No. No. They do have a side patio, and that showed up on the landscaping and that. This would be the side closest to the Super America. When you come off of 41. Councilman Litsey: Yeah. Kate Aanenson: So this would be an outside patio. It doesn't have the street frontage and all that but that's what will be in that area. Again you've got the retaining wall behind the site, and I'll show you how this building ties into the existing center in a minute, and some of the architectural features. Sharmeen spent a lot of time looking at this. Looking at the balance between working with the architects. The balance between the building height. The look. So it will have a sign band on top, and I'll show you how that compares to what before the sign band was actually underneath this architectural element and looking at, if you compare it to some of our other buildings that are closer, or are sitting below street grade and putting the roof. One example would be Edina Realty building, which we did try to put a sloped roof on because that was our goal downtown, which seems a little top heavy. Because this is a little bit lower, we went with this feature to kind of lighten that up and the fact that the existing center didn't have that so we tried to mimic some other features. And I'll show you how the architecture came to be. So this is looking from Highway 7. This would be the peak for the Walgreen's. Then there's this existing feature right here that they mimic so this right now has kind of a maroon color on it and the band, and I'll show you a little bit more detail on that. And this is a little bit twist on it but this is the other out building and then there's another peak structure on the back corner over here. So it's got the awnings. Some of those other architecture features that we say made up the pitch element so that was our interpretation of that. So the other nice thing about these two buildings is we're actually getting a face lift to the existing center, which we're pretty excited about. Improving not only the surface quality but also the structure itself. So you can see right now there is on the existing building. The signs are below. With the new architectural element going across, the new sign band will be moved up which I think is easier to read because it's hard to see right now but the Subway's actually underneath that sign band so that will be nicer. This you can see. This will be the new, have the spanrow windows tied into the front so that will mimic then the Walgreen's and all those will look the same and then we'll also have the same color on the top so that again that all ties in together so. And this will also be colored so they match so that really looks unifying treatment throughout the site. So again you can see the Pet Clips underneath, and now the new sign band again will be on top so again kind of lightening that with the new treatment. And these poles will be that same cut face block that was on the material sample. One of the other conditions we had is the sign is 8 foot. We only allow 5 foot. That's what's currently out there. That is also a condition in your staff report. And I'll identify that page number. Page number 23. That they have to comply with the 5 foot sign ordinance. Unless there's questions on the grading plan or other issues like that, I'd be happy to answer any 0 City Council Meeting - Pay 12, 2008 • questions that you have. There are conditions of approval. I didn't speak to the conditional use but the conditional use, we do allow more than one building on the lot through a conditional use so this retail building, this is a separate lot. This building is the second building on that outlot. II does require a conditional use. The findings for the conditional use are in the staff report and we are recommending approval of that. I didn't mention but there is a retaining, there is a storm water pond to the south where all this water is being directed to this existing pond so that's where the storm water is heading. So again we believe it's a well conceived project and we are recommending approval with the conditions in the staff report. And there is a variance, or vacation of utility easement for this project to go forward which we can discuss now too if you'd like. You want to go with that? Mayor Furlong: Let's go ahead. If we're ready, you can talk about that too. Paul Oehme: For this project, the lot line between Lots 1 and 2 are shifting to accommodate the proposed Walgreen's and there's currently a drainage and utility easement and the edge of Lots ] and 2 is shown up here in green. That is no longer required for this development. There's no public utilities in the easement. So therefore no drainage and utility easement is required at this time so. In order to vacate an easement a public hearing would be required so at this time I would ask if there are no questions on that vacation and request that public hearing be opened as well. Mayor Furlong: Thank you. Questions for Mr. Oehme? Did I read the report correctly that we're not replacing this drainage easement over the new lot line? Paul Oehme: That's correct. It's an interior lot line. There's no public water or sewer associated with this site that's going to be extended. We don't own or maintain it. It's underneath a private parking lot so we don't have any reason for replacing the drainage or utility easement. Mayor Furlong: You mean from a drainage standpoint, to the extent that these properties are at some point owned by two separate parties? Paul Oehme: Yeah, exactly. The parking lot, the storm water system is owned by the owner of the facility. We don't own storm water catch basins on the site, nor do we maintain them. That's a privately held system. Mayor Furlong: Is the pond a public pond? Paul Oehme: That pond is public, correct. Mayor Furlong: Okay. Kate Aanenson: And that we already have control of. Mayor Furlong: And we have access to that. 41 City Council Meeting - May* 2008 • Paul Oehme: That's an outlot and we do have access. Kate Aanenson: Yeah. That's the trail that we can. Mayor Furlong: Okay. Alright. Any questions regarding anything that we're heard to this point? We will open the public hearing in a moment on the vacation but any questions for staff on the site plan presentation? Councilman Litsey: Two real quick questions. One is on that smaller building, what's that going to look like from Highway 41? Are they going to have, you know air conditioning units and stuff on top of the roof that would be visible? Kate Aanenson: No. Thank you for bringing that up. I meant to mention that. There's parapet walls, 2 to 4 feet on all the buildings. We did discuss with the architect that on, let's see I'll go to this slide. That those parapet walls again, you're dropping down pretty significantly coming off of 41. That those air conditioning units, HVAC be placed as much to this side so you wouldn't see any of that and we do have a couple little buildings that are in that situation above the grade and so we've communicated with that and that's reviewed when the plans come in, as close to 41. And again, the parapet is about 2 to 4 feet in height so they should not be seen. Councilman Litsey: Okay. The other thing isn't really related to this but, well it's related but not directly. Is the traffic issue. Now I don't know if there's ever been discussions with MnDot or whatever but, and I'm not advocating certainly another signal light there but it's already can be difficult to get across there and this will add to that traffic. Has that been looked at? Paul Oehme: Yeah, we continue to talk to MnDot about that access and actually the school access too. Councilman Litsey: Yeah. Paul Oehme: The middle school access and trying to gain a signal or some sort of a controlled intersection at each of those, each one of those intersections. But at this time none of those, neither of those accesses meet any warrants on MnDot's criteria for a signal. We'll still continue to monitor and discuss that issue with MnDot to see if something can be warranted in the future to make that improvement because we do feel that there's a safety concern out there. Especially on 41. Kate Aanenson: Yeah I think we looked at too, I know Paul has driven it with MnDot, as has Sharmeen to look at the potential when Mr. Gowan develops. Making that intersection at the junior high, which would give a break in some of this but. Councilman Litsey: Which would slow it down. Kate Aanenson: Right. And the one on 7 is a right-in/right-out only. It's not a full access, you're right. 42 City Council Meeting -1Vray 12, 2008 • Councilman Utsey: Yeah. That's good you thought it through so that's fine. Thanks. Mayor Furlong: To follow up on that, the property to the south of this property, so that was one of the properties that we were looking at rezoning and obviously that's not a factor here but for access and what I heard you say is that given topography in the area, access is probably not appropriate. Kate Aanenson: Yeah. Mayor Furlong: From this property. To the property to the south with the pending change in zoning. I hate to ask this at this point in the comprehensive plan but is that something that, does it still make sense to go forward with that other property. Kate Aanenson: Yeah. Mayor Furlong: Or is that something we can talk about. I don't want to bring it up... Kate Aanenson: Yeah, I think that's very appropriate. We did give it maybe a medium density for an office you know, and again that would depend on how you know the traffic works and timeliness but for right now in the short run this property could only have right-in/right-out unless it was residential. You know we could still try, you know ultimately have a stub street to the south when that property. Mayor Furlong: Which would provide full access to the grade school? Kate Aanenson: Right, exactly. Mayor Furlong: So there's some... Kate Aanenson: Yeah, and we did drive around, as we do on all these properties, to kind of assess the situation. It just appeared way too steep to try to make that work. Mayor Furlong: So the bottom line is there's no reason that we should try to preserve some of that for access. Kate Aanenson: Right, that was our original. Mayor Furlong: With this site plan with the property to the south. Kate Aanenson: That's correct. Mayor Furlong: Alright. Other questions at this point for staff? Councilwoman Ernst: Kate can you tell me for the trash enclosure for, well actually for the loading area. Has there been any discussion about what we've done to control the noise? 43 City Council Meeting - May, 2008 0 Kate Aanenson: We do have hours for pick-up and we believe if you look at the slope that's on, it's a heavily wooded area on this side and the houses are set back quite a ways. I think that was one of the issues that we looked at reducing the size of that. It was originally 25. I think it was even bigger than that. The length of that, so we worked hard, or Sharmeen did to try to reduce that, for the noise factor. We do manage that through complaints. If there are complaints regarding too early a trash pick-up but it should be the normal business hours. Councilwoman Ernst: Okay. Mayor Furlong: Okay. Any other questions for staff at this time? If not then let's go ahead and open up the public hearing with regards to the vacation of the public, of the drainage and utility easement. No one on that? Without objection we'll close the public hearing then on that matter. There was a gentleman who wanted to make some comment on the overall project so sir, if you wanted to do that now, this would be the appropriate time. Please state your name and address for the record please. Brian Wutzke: Certainly. Brian Wutzke, 2280 Melody Hill Road. Just outside the 500 foot perimeter of this property to the lower right corner of the hill. I look down on the property from our house. Just a general comment. I think it's a nice project. Giving the neighborhood a face lift there. One thing I would not like to see that would make it a perfect project is any form of LED or lighted sign that would flash and blink, kind of like you see in Las Vegas. And some of the surrounding. Mayor Furlong: You want to leave those in Vegas? Brian Wutzke: Yeah, exactly. What happens in Vegas, stays there so. I'd like to see this project carried out as it's in the plans short of having that LED sign. Mayor Furlong: Well that, the sign was raised by staff with regard to the size of it. Maybe if you could point out the location of that. Is that a monument sign? Kate Aanenson: Sure. There's a monument sign. It'd be up in this area right here, but just for the record too, as of right now there isn't any signs facing the neighborhood. That's our city code and we wouldn't permit any in the future and so if it's a lit sign, it's not allowed to face the street. So there wouldn't be signs in the back. Mayor Furlong: There would or would not on the new? Kate Aanenson: There would not be on the backs of these buildings either so they wouldn't be facing, whether they're neon or not, they wouldn't be lit facing you. Brian Wutzke: Okay, thanks for the remark. Appreciate that. Those were my concerns so. Mayor Furlong: Okay, so if that addresses your concerns, you're all set then? 0 City Council Meeting - Vay 12, 2008 • Brian Wutzke: Well, I guess irregardless of what side it's on, I would like to stay away from the LED type signs and keep the neighborhood looking nice. Thanks. Mayor Furlong: Okay, thanks. Todd Gerhardt: Mayor, just for clarification. They are proposing an LED in the location that Kate showed you. Kate Aanenson: Yeah. This one here, right. Which is similar to what they have downtown but I don't think you can see it from a residential area. Yeah. Todd Gerhardt: Okay. Mayor Furlong: Is that, as long as they meet the conditions in the staff report. Kate Aanenson: That's correct. Mayor Furlong: Those conditions. Kate Aanenson: That's correct. 5 feet high. Mayor Furlong: Smaller and meeting the area as well, the size of the logo, then that meets our current sign ordinance. Kate Aanenson: That's correct. Mayor Furlong: Okay. Alright. Kate Aanenson: It is a neighborhood business district which has a more restrictive sign criteria than the general business so the one downtown is larger. Mayor Furlong: Gotch ya. Kate Aanenson: I believe. Mayor Furlong: Okay. Alright. Any other, anyone else that wishes to provide public comment here? No? Alright, thank you. Any follow up questions for staff? Comments or questions. Comments or thoughts. Councilwoman Tjomhom: Yeah I think, my only comment is I think it's a pretty quiet council on this project because it's already a working commercial space. You know we've all been there and we know how it works and I think Walgreen's has definitely been an asset to downtown Chanhassen and I'm assuming it will be also on Highway 7 so I really have no comments regarding it except I approve of it. Mayor Furlong: Very good, thank you. Any other comments? Thoughts? 45 City Council Meeting - May* 2008 Councilman Litsey: No, I think it's an improvement over what's there definitely. It will help clean that up quite a bit and as long as the Happy Gardens stays. Kate Aanenson: Happy Gardens is staying. Councilwoman Tjomhom: Happy Gardens H. Councilman Litsey: Happy Gardens H. For the buffet. No. Mayor Furlong: For your friends. Councilman Litsey: For my friends. Roger Knutson: You going to make that a condition? Councilman Litsey: Well if I can. Mayor Furlong: Okay. Alright. Any other thoughts or comments? Fairly straight forward. I think to Councilwoman Tjomhom's comments, it's a moderate expansion. There's one new building. There will be two new buildings but one will be replacing another one so it will be, it isn't a significant increase. And the gentleman's concerns about the sign I think were answered and fortunately our ordinances are already in place to deal with those issues so with that, if there's any other comments or thoughts. We have a couple of motions before us this evening. The first is the approval of the motion to approve a resolution vacating the easement that is found on the first page of item 2, excuse me, 3A, or page 137 in the electronic packet. And then the second motion, without objection I think we can take these both together. The second motion I believe is found on page 168 electronically or page 20 of the staff report for item B. Are you on top of it this time? Councilwoman Tjomhom: I've got it. Mayor Furlong: I'm trying to help organize. Councilwoman Tjomhom. Councilwoman Tjomhom: I'd love to make a motion again. I'd like to make a motion that the City Council approve a resolution vacating 10 feet of drainage and utility easement between Lots 1 and Lot 2, Block 1, Seven Forty One Crossing. Mayor Furlong: Okay, Without objection then, let's go ahead with the second motion then. Councilwoman Tjomhom: Okay. I've got to find it. Mayor Furlong: 168. Councilwoman Tjomhom: 168. Here I am. I'd like to make a motion the City Council approve a two site plan consisting of a 14,490 square foot retail building containing a pharmacy with a 46 City Council Meeting -lay 12, 2008 • drive thru and a 4,500 square foot retail building and upgrade the fagade of an existing strip mall, Planning Case 08-05 for Seven Forty One Crossing as shown on plans dated Received March 17, 2008, revised May 1, 2008, and including the attached Findings of Fact and recommendations, subject to the following conditions, now some of these conditions have been X'd out so do I still count them in? Kate Aanenson: As shown. I'd just say as shown on the staff report. There's one other motion and that's for the conditional use with Findings of Fact, which is just like 5 more pages forward. Councilwoman Tjomhom: Okay. So what is the language you want me to use for this then? Mayor Furlong: I think conditions as. Councilwoman Tjomhom: As staff. Kate Aanenson: As shown. As stated in the staff report. Councilwoman Tjomhom: As stated in the staff report. Okay based upon the conditions as stated in the staff report. Mayor Furlong: And that would include conditions specific to the individual sites. Correct? Kate Aanenson: Correct. Councilwoman Tjomhom: Okay. And then there's one more motion you said? Kate Aanenson: Yeah, and that's on the conditional use. Councilwoman Tjomhom: And then I'd like to make a motion the City Council approve the conditional use permit 08-05 to allow two buildings on a single lot, and including the attached Findings of Fact and recommendation, with the following condition 1. Mayor Furlong: Thank you. Is there a second? Councilman McDonald: I'll second it. Mayor Furlong: You get the easy part. Councilman McDonald: I know. Mayor Furlong: Ahight. Motion's been made and seconded. Any discussion? Resolution #2008-36: Councilwoman Tjornhom moved, Councilman McDonald seconded that the City Council approve a resolution vacating ten (10) feet of drainage and utility easement between Lot 1 and Lot 2, Block 1, Seven Forty One Crossing. All voted in favor and the motion carried unanimously with a vote of 5 to 0. 47 City Council Meeting - May4p 2008 u Councilwoman Tjornhom moved, Councilman McDonald seconded that the City Council approves the two site plans consisting of a 14,490 square -foot retail building containing a pharmacy with a drive-thru and a 4,500 square -foot retail building and upgrade the fagade of an existing strip mall, Planning Case 08-05, for Seven and Forty One Crossing as shown in plans dated received March 17, 2008, revised May 1, 2008, and including the attached Findings of Fact and Recommendation, subject to the following conditions: Conditions common to both site plans: 1. All site improvements, including the building pad for the future retail building and remodeling of the existing strip mall, must be constructed concurrently. 2. If importing or exporting of material for development of the site is necessary, the applicant will be required to supply the City with detailed haul routes. I Work with staff to develop additional treatment of stormwater for this site. 4. Revise the drainage calculations. The drainage calculations state an assumption of off -site runoff without information as to how the assumption was made. E4 is shown in the rational method calculations but is not shown on the drainage maps. Darken drainage boundaries so that the map is easier to follow. Also, the pond south of this site has an additional inlet and outlet that are not shown on the plan The pre -development runoff rates must be maintained post -development for a 2-, 10-, and 100-year storm event. -5- All of the utilities within the boundary should be privately owned and maintained. These utilities must be covered by a cross -access agreement. 6. Determine actual elevations of existing utilities. The ductile iron watermain must be poly wrapped. 7. Each new building is subject to sanitary sewer and water hookup charges. Lot 1, Block 1, Seven Forty One Crossing will get credit for three trunk sewer and water charges. The 2008 trunk hookup charge is $1,769 per unit for sanitary sewer and $4,799 per unit for watermain. Sanitary sewer and watermain hookup fees may be specially assessed against the parcel at the time of building permit issuance. All of these charges are based on the number of SAC units assigned by the Met Council and are due at the time of building permit issuance. 8. 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 must also notify the City after installation of the erosion control and 48 hours prior to the commencement of grading. Permits from the appropriate regulatory agencies will be required, including the MPCA and the Dept. of Health. 9- The construction details shown on the plan must be updated to the 2008 City of Chanhassen Specifications - MI. City Council Meeting -1vTay 12, 2008 • 4-0, The applicant shall submit a set of "as -built' plans signed by a professional engineer upon completion of the construction of the site. 11. Fire Marshal Conditions: a) A PIV (Post Indicator Valve) is not required. b) As building plans are submitted I will review and comment on them as necessary. c) Contact Chanhassen Fire Marshal for location of "No Parking Fire Lane" signs and curbing to be painted yellow. Per MSFC Sec. 503.3 d) A 3-foot clear space shall be maintained around the circumference of fire hydrants except as otherwise required or approved. Per MSFC Sec. 508.5.5. e) Posts, fences, vehicles, growth, trash, storage, and other materials shall not be placed or kept near fire hydrants, fire department inlet connections or fire protection control valves in a manner that would prevent such equipment or fire hydrants from being immediately discernible. The fire department shall not be deterred or hindered from gaining immediate access to fire protection equipment or fire hydrants. Per MSFC Sec. 5085.4 12. Building Official Conditions: a) The buildings are required to have automatic fire extinguishing systems. b) Building plans must be prepared and signed by design professionals licensed in the State of Minnesota. c) Retaining walls over four high must be designed by a professional engineer and a permit must be obtained prior to construction. d) Of the 234 parking spaces proposed a minimum of seven must be handicap accessible with two of the seven "van -accessible". e) Detailed occupancy related requirements will be addressed when complete building plans are submitted. f) The owner and or their representative shall meet with the Inspections Division as soon as possible to discuss plan review and permit procedures. 13. The applicant shall enter into a site plan agreement with the city and provide the necessary financial securities as required for landscaping. 14. The minimum depth of all recessed walls is four inches. 15. Rooftop equipment and mechanical equipment are not shown on the plans. All equipment must be screened from views. 16. Approval of the site plan is contingent upon approval of the vacation, conditional use permit and administrative subdivision. 17. All monument signs may not exceed 24 square feet in area and 5 feet in height. The logo may not occupy more than 15% of the sign area. 18. Wall -mounted signs shall meet ordinance requirements 49 City Council Meeting - May# 2008 u 19. Sufficient lighting shall be provided to illuminate all areas of the parking lot to provide adequate levels of safety. The ordinance requires no more than 0.5 foot candle at the property line. Light fixtures and site lighting plans shall meet ordinance requirements. 20. Environmental Resource Specialist Conditions: a. Applicant shall increase landscape plantings to meet minimum requirements. A revised landscape plan shall be submitted to the City prior to issuance of a building permit. b. All landscape islands shall have a minimum inside width of 10 feet. At least one additional landscaped island or peninsula is needed in the parking lot. c. Approval of clearing limits along the west property line must be given by the city before any trees are removed. d. Existing trees on the west property line shall be removed only within the proposed grading limits. No proposed landscape material will be allowed to be planted within the existing wooded area unless approved by the City. Planting locations must be field located. 21. Water Resource Coordinator Conditions: a. A rainwater garden shown in the northwest corner of the property shall include the following design parameters: The Erosion ControVSWPPP Plan and Landscape Plan shall be modified per this the following requirements: 1. Underdrain shall be installed and connected to the proposed stormwater conveyance system; 2. Engineered soils shall be incorporated into the raingarden per the 2005 Minnesota Stormwater Manual unless soil borings are provided for this area indicating appropriate soils for infiltration already exist; 3. Deep rooted plants shall be used in the raingarden; 4. The feature shall drain within 48 hours and shall not exceed 18 inches of inundation; 5. The raingarden area shall be protected so as to preclude the operation of heavy equipment in the area. b. The applicant shall apply for and obtain permits from the appropriate regulatory agencies and comply with their conditions of approval. 22. The proposed trail in MnDOT right-of-way will require a limited use permit (LUP) from MnDOT. This permit must be secured by the developer prior to construction. Also, the applicant shall provide a pedestrian connection from the trail to the interior of the development. 23. Upgrade of the building fagade of the existing strip mall shall occur prior to issuance of a certificate of occupancy of either of the new buildings. Conditions specific to individual sites: 50 City Council Meeting - May 12, 2008 • Retail Building (Walgreens) with an area of 14,490 square feet located on Lot 1, Block 1: 1. Remove the multiple tenant building to be demolished prior to commencement of grading. 2. The grading plan needs to be revised Normal water level of the existing pond should be shown on the plan. Existing contour information should be shown 100' north of the site. Show emergency overflows on the plan. A benchmark shall be added to the grading plan. Keep a minimum 2% slope in the grass areas, 1% in the pavement areas, and .5% along the curb lines. 3. The applicant shall provide the City the necessary financial security in the form of a letter of credit or cash escrow in the amount of $12,000.00 to guarantee the installation of the stormwater treatment, erosion control, and seeding. 4. Revise the plans to reflect a maximum hard surface coverage of 65%. 5. The overhead door along the south elevation shall be redesigned to reflect a door design similar to those located on the north elevation of the Walgreens building located on West 79`" Street. 6. The applicant shall revise the plans to reflect the reduction in the size of the trash enclosure from 50 feet to 19 feet in width. Retail Building with an area of 4,500 square feet located on Lot 2, Block 1: The grading plan needs to be revised. Normal water level of the existing pond should be shown on the plan. Show emergency overflows on the plan. A benchmark shall be added to the grading plan. Keep a minimum 2% slope in the grass areas, 1% in the pavement areas, and .5% along the curb lines. 2. The retaining wall located east of the future retail building shall be constructed at the time of the construction of the building. This will help minimize the size of the retaining wall if a smaller building than proposed is constructed. Building permits are required for all retaining walls four feet tall or higher and must be designed by a Structural Engineer registered in the State of Minnesota. -3The applicant shall provide the City the necessary financial security in the form of a letter of credit or cash escrow in the amount of $4,000.00 to guarantee the installation of the stormwater treatment, erosion control, and seeding. 4. Approval of the site plan is contingent upon approval of Conditional Use Permit 05-05. All voted in favor and the motion carried unanimously with a vote of 5 to 0. 51 City Council Meeting - Maye 2008 • Councilwoman Tjornhom moved, Councilman McDonald seconded that the City Council approves Conditional Use Permit 08-05, to allow two buildings on a single lot, and including the attached Findings of Fact and Recommendation, with the following condition: 1. Approval of the conditional use permit is contingent upon approval of the vacation, site plan and administrative subdivision." All voted in favor and the motion carried unanimously with a vote of 5 to 0. Kate Aanenson: Thank you. The Carver County service center is located 7808 Kerber Boulevard. It's kind of kitty comer to where we are now. Just south of the bank and north of, actually east of Target and then north of office industrial park. Access will be off of Kerber Boulevard and then also there's a drive that's currently being used by Target that's for their unloading, so this is an active street on Pica. The Planning Commission did hear this project and hold a public hearing on April 15`s and they did recommend approval of it. The site is well situated in the fact that it's in the core of downtown. Easy access for people that want to connect to other services so we're excited about the location and the way the architecture lays out and the views between City Hall and this building itself, and the views that they've created match up I think really well. The building itself as it's laid out, the site plan has access from Kerber circulating around through. They will have a drive thru window and then coming back out onto Pica, and again the circulation works well on that. We don't believe there will be conflict. This is people mostly exiting the bank on that site. The layout of the site again. A plaza out front which is just north of the building. In this area right here. Landscaping is really a nice feature for those people that are waiting to do business or just want to enjoy kind of the, what we have out here in front of city hall. It's very, very nice. It meets all the conditions of the city ordinance itself. The orientation. It does provide for two complete stories of offices and then all the HVAC will actually be in the downstairs of this building, so it's a little bit different. Then some of the other buildings that we see that put it on the roof. The material itself, let's switch to that. You saw it a second ago, the colors. The brick, and I'm not sure if I've got that on. Here. There we go. So we've got the brick and then the yellow and the green stucco with the metal clad windows and the metal framing around that and then the retaining wall's a little bit different color, and I'll switch to that in this building elevation. So again we think the architecture itself is very, very nice. Highly articulated. A lot of windows kind of reflecting the office look with the two stories. The massing in the three colors. Again as I mentioned, it has two complete stories. The first story will comprise of the Carver County services and then right now there's a potential for the lease space. And then on the lower level would be all the HVAC equipment on the lower level. Providing for an elevation so again, it's a very nice building. Especially the way it's laid out and the orientation we thought made a lot of sense for the view perspective too. And the overall site circulation works very well too. So with that we are recommending approval of the site plan with the conditions in the, I think Bob did an excellent job in working with the architect and the Carver County to work through the issues there. The Planning Commission didn't have a lot of concerns on the project either. So with that we are recommending approval of the 52 This map is neither a legally recorded map nor a survey and is not inters ed to be used as one. This map is a compilation of records, information and data located in various city, county, stale and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error Gee, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. If errs or discrepancies are found pease contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §466,03, Surd. 21 (2000), and the user of this map acknowledges that the City shall not be liable far any damages, and expressly waives all claims, and agrees Io defend, indemnify, aadjaW parmlW (hilt jAJ(9mapy.andalj claims brought by User, its employees or agents, or thirdpLW01cNa1isfoSI LSMNe/u.. �:'� 47of data provided. 1 17Cct0 049J82036654 $ 00.410 CITY OF 0553 008 Mailedd From From 5531� CHANHASSEN , US POSTAG 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 www.ci.chanhassen.mn.us n L� NIXIE 653 cc 1 06 0.5/00/00 RETURN TO SENDER NOT DELIVERABLE AS ADDRESSED UNABLE TO FORWARD DC: 55317014747 *04719-01315-30--42 IAIIIIIAIfIII,IIfIIIIIIIII IIf151111111HI fllllllllllIIIIIfI l\ of Public Hearing • Chan' :n City Council Meeting When is the M = May 12 at 7:00 p.m. public C = Council Chambers, 7700 Market Blvd. hearing: Proposal: f :d Vacation of Drainage & Utility Easement _g Case File No. 08-05 Applicant: = ;itzmann of Anxon, Inc. Address/ = est corner of the intersection of Highways 41 and Location of - , & 2499 Highway 7) Proposal: ' tioh map is on the reverse side of this notice. .ation proceeding extinguishes the city's What is a = ment or right of way over the property. The vacation: = .ted property generally reverts to the owner of zz abutting ro ert. s public hearing gives the neighborhood an fortunity to comment on the proposal. During meeting, the Mayor will lead the public hearing What ough the following steps: happens at the Staff will summarize the vacation request. meeting: 2• The applicant may comment on the request. 3. Comments are received from the public. 4. Public hearing is closed and the Council discusses the vacation request. If you'd like to review the proposal before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Questions & Friday. Please contact Joseph Shamla at 952- Comments: 227-1165 or e-mail jshamla@ci.chanhassen.mn.us if you have any questions or wish to submit written comments (please provide one copy in advance of the meeting - staff will provide copies to the Council). Notice of this public hearingi has been published In the Chanhassen Villager on April 24 2008. May 13, 2008 CITY OF CHIMSEN 77W Market Boulevard Max Heitzmann PO Box147 Anxon, Inc. Chanhassen, MN 55317 601 Marquette Avenue S. Administration #100 Phone:952.227.1100 Minneapolis, MN 55402 Fax:952.227.1110 Building Inspections Re: Drainage & Utility Easement Vacation Approval Phone:952.227.1180 Planning Case (Vacation) File No. 08-05 Fax:952.227.1190 Engineering Dear Mr. Heitzmann: Phone: 952.227.1160 Fax:952.227.1170 This letter is to confirm that on May 12, 2008, the Chanhassen City Council Finance approved a resolution vacating the drainage and utility easements at Lot 1, Block Phone:952.227.1140 1, Seven -Forty One Crossing. In order to finalize the vacation, the Council . Fax:952.227.1110 resolution must be recorded at Carver County which will be taken care of by this Park A Recreation office. Phone: 952.227,1120 Fax:952.227.1110 If you have any questions, please contact me at (952) 227-1165. Recreation Center 2310 Coulter Boulevard Sincerely, Phone: 952.227.1400 Fax: 952.227.1404 CITY F CHANHASS Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 Public works Josep hamla,P.E. 1591 Park Road Project Engineer Phone: 952.227.1300 Fax:952,227.1310 c: Steve Lenz, Engineering Tech III Senior Center SCAMNB Phone: 952.227.1125 Fax: 952.227.1110 Web Site www.ci.chanhassen.mn.us gAeng\vacations\walgreens retail building - pc 08-05\cc approval lettecdoc The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A geat place to live, work, and play. 3a. MEMORANDUM CffY OF Cl , CHMSEN TO: Paul Oehme, Director Public Works/City Engineer T700 Market Boulevard FROM: Joseph Shamla, Project Engineer PC Box 147 Chanhassen, MN 55317 DATE: May 12, 2008 Administration SUBJECT: Lots 1 and 2, Block 1, Seven -Forty One Crossing (Walgreens Site) Phone:952227.1100 Fax: 952.227.1110 Planning Case File No. 08-05: Approve Vacation of Drainage and Utility Easements Building Insputions PFax:955227.1190 BACKGROUND Fax: 952.227.1190 Anxon, Inc. has requested that the drainage and utility easements between Lots I and Lot Engineering Phone:952.227.1160 2, Block 1, Seven -Forty One Crossing be vacated. The reason for the vacation of these Fax:952.227,1170 easements is due to the lot line between Lot 1 and Lot 2 shifting to accommodate the proposed Walgreens. A new drainage and utility easement is not needed along the Finance proposed lot line because there are no public utilities in this area. The utilities in this area Phone: 27111 will be privately owned and maintained. Fax: 952,252.221.1110 Park 8 Recreation - Phone: 952.227.1120- Fax:952.227.1110 _ Recreation Center -- 2310 Coulter Boulevard — = Phone:952.227.1400 Fax:952.227.1404 z SPq (q a- Easement to r Planning d P ry � ' a� y Natural Resources be vacated. i Phone 952227.1130 - _ .5..`- A v •., _ Fax:952.227.1110 Public Works 1591 Park Road �� - Phone: 952.227.1300 _��,.• Fax: 952.227,1310 Senior Center Phone: 952.227.1125 RECOMMENDATION Fax: 952.2271110 Staff recommends that the Chanhassen City Council approve a resolution vacating ten Web Site (10) feet of drainage and utility easement between Lots 1 and Lot 2, Block 1, Seven - www.ci.chanhassen.mn.us Forty One Crossing. scFNNED Attachments: 1. Application 2. Drawing and legal description of easement vacation 3. Notice of Public Hearing/Affidavit of Mailing/Location Map G:\ENG\Vacations\Walgreens Retail Building - PC 08-05\05-12-08 tx memo.doc The City of Chanhassen • A growing community with clean lakes, quality schools, a chasing downtown, thriving businesses, winding bails, and beautiful parks. A gnat place to live, work, and play. CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 DEVELOPMENT REVIEW APPLICATION A:aeo R9 Phone:I Fax:6nl2-3yigi-si Email: 'i­Aax n%A.I,(c-1. 0 wt Name and Planning Case No. v —v'S CITY OF CHANHASSEN RECEIVED FEB 0 1. 700S CHANHASSEN PLANNING DEPT Contact: Phone: Fax: Email: NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment �t Temporary Sales Permit _ Conditional Use Permit (CUP) J w 1 n Vacation of Right-of-Way/Easements (VAC) Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development` Rezoning Sign Permits Sign Plan Review 4 y 5 500 Site Plan Review (SPR)` SGO-, . 1 Subdivision' aAv",N S0 Variance (VAR) '200 Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment Notification Sign $200 (City to install and ) X� X Escrow FiliWommey Cosy"- $50 USPAP/Metes & Bounds - $450 Minor TOTAL FEE $?, 2 0 0 �e C An additional fee of $3.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. 'Sixteen (16) full-size folded copies of the plans must be submitted, including an 8'/2" X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (".tif) format. `*Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. PROJECT N LOCATION: LEGAL DES TOTAL ACREAGE: $.00Ae_ WETLANDS PRESENT: __YES _ X NO PRESENT ZONING: Njejoh6v6vd u kerl bhAfr!'E' REQUESTED ZONING: rOL //11 _ PRESENT LAND USE DESIGNATION: t_.6 M."4M4. I _ REQUESTED LAND USE DESIGNATION: Ad, REASON FOR REQUEST: , —c _ P lrt f L 4xp vL This application must be completed in full and be typewritten or dearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application A determination of completeness of the application shag be made within 15 business days of application submittal- A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application_ This is to certify that I am making application for the described action by the City and that 1 am responsible for complying with all City requirements with regard to this request. This application should be processed In my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owner's Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc with an estimate prior to any authorization to proceed with the study.. The documents and information I have submitted are true and correct to the best of my knnwlerina 2.l.ok Data G1pLAWurris0evelopmerit Re -Am Applimion DOC Rev. 12/e5 T- • PROPOSED EASEMENT VACATION ♦ _ Tkat gat of tlraina9e ant ubM eafemenl a5 eeeiaee on tM girth Sesen Ore Gosong, Gner , I. Neq m enter of the Wn,nsala Mop 5 fee a of I re , a . aau[MM, soNMasuny ese easnM Imes of la 1, BIO[k 1, .,itlemnon Mnk IAs easnM of its xesnM 10 00 NetnM Mom lice soothers, the mMeM 10.00 ten of said Blak 1. ♦ VICINITY MAP 1NEWAaTA / � �12 ♦ BUILDING SETBACK & ZONING INFO ZONING; BN NFIGHWRspOp WSUM OrMou (M TXE cm OF Cll/JIXASSEx WEw lE) WILDING SETS l 3S FOOT FR➢xT SETBACK MUM 15 FOOT 9IXYARD Y h, 1N TOOT Ii ADI . M KFSOfl((LLL PARKINGSETi'. sOKOT sErLSG ADNCFNrro TtF510FNFLLL FT Mist =25 FRET wtI NG NEIGM scnM f10N = I STgtY ♦ PARCEL AREAS: TOTAL WSTNL AREA Z61.96960,R. 16,473 N,A¢ QISTING LOT; Ai: 52,226 XyFT. 11.199 ACRES E10f11NGLOT2 ANA 229,743S .15.274MR¢ MOO DPARCEL A=63.M1 n1cf./1.447 AEA¢ PRD195ED PARCEL B «218.928 SQFT. / 5.026 ACRES AREA Of 1OT 21N PARR ELA - I0.91S Si / 0.249 KA¢ ♦ SURVEY NOTES: 1. MANMGS ARE MSFOON CMSFRCWNIY 2. LADINATFSYSTF 1 2. UNDONSO HD 11i11R1¢SNOIVN PER VISIBLE LOCATgNS ONLY. 3, ELEVATIONS RASEOONNLV019O MN00TW IWIX 4.n C, rAYSOMEFAAANIUFFIREERRLOR U71lfI1F5.V5, EIF[TRIC, FTC, NOT $XgYH OR LOC/,TFD. ♦ 4SYMBOLS: J G N WT i SANITARY MRNFg1E g M. PIXF ....._ WOOK) FENCE CONCRETE o TEEE/ELEC ROK —Re— UNDERGRWND ELECTRIC m DENOTES FWNO —N— UNDERGRWND TDZRIONE 1/2'IRON "FREE—M— UNDFRGWND GFS d DENOTES SET I/Y XION —aFIV— UXDFRGRWxDW PLR MARKED RLS zszla _>— BAN. SEwFR ■ WATER FALROEF —I— WATE101N. —»— STORM SEWER • E¢E Luhc NAN1p1E EXISTING LEGAL DESCRIPTION: Thes",'Fn9 Le Cesoor R, Mr Cdn,th, hMen nae, Lttssagomeor '.f "' luunrce Grgoraeicannot n Cmmm.MNa FlM 11. 2%52 First Supgemmtll, eanayn. Its, 20W. oll 1: tun 1 ant 2. Wad: 1, Yen iwry Ones Crossing. Carter CWmy. MlrmlSola Absnaa RageM No.12: EARIFFI far iprt a m!egret rontalnetl In IN Opera6an and Easement A,F­m.nIfileen Oocumem No. 220S91 end in the Amendod and IlemtM Omostion and Essemem Agreemem mM AR Do[omem No. 251431.. and aI nghl of ac[ess. Mip tM CgM of Iprtss to ant egress from, tha pat tithe Insand gemises described in ¢ua CILm Med Ii As Document No. 101802. PARCEL A PROPOSED LEGAL DESCRIPTION: ynl A Im1 uW put Or 2,Woer1,wre n Fom Ore Cmrmsslp. [irver COc wmy, Minrnwu CescnMd At blbwa: MGINXINL a[ the Mrthean corner of sue IR 1; ante on A essumM Man, of Styr 03 degrees z9 mines I6 semMs West Ho, the casnM the of —it Lot 1 A Ill.. of 158.35 fee, UaKe wndnuMing Soots 03 d,rns 29 minutes 16 se[os wen Ao, the snumeM mention of Me I.,Hy line cited Lot I A eisnna e Amea or 13,14 Feet NensomM.esnu is rly 41.23 feet all a ngemNl ve m Me nonM,est hall a raeius o1 3000 fee and A central angle of 79 d,rtes N minules 40 semMi then[e South 82 selectness 13 es 56 Records West a distance of 181.11 her. Men[e sput6eesnM 21 A3 fen uo, a on9emW m the al NFsc1"da.,4 pf zxp0heLanta Fe a,1eor55d,ness3 minunv e1 Records: testae xnnh 66 eprtev 30 minuteseaa se " West adIN-sN North lee dr the ee E Ilne of satl ld 2 [Mete Nonh 03 I. -of 29 minutes 16 Records Fsss u 36 the tea Ilrn a saes ere 1 and 2 a tllwd Lot of IF— Net m n,re.I Somme. of FAc Lot is there sINh 89 WedlteH 0s minutes 09 sewms Fssl abg IN west arc or sendK Its 1 a disbn[e ofzefi.i➢ fen m IN wxr lOF CIxxING. PARCEL B PROPOSED LEGAL DESCRIPTION: Pane 8: messgum MIm z,Blodr 1.Sewn ForryshOn Crmail,Caner Caunry,Ms, fic" i gIsh Iles low, ard RmtheMbale fallowll aesmbm lire: BEGINNING as are,nhol corner a Ipt 1, saes shock 1: aence on A assumeit Mari., of Soa603 degrees 29 mutant 16 secards Wess slag ones n aent Inns nof sue Lm 1 A elsaance M 158.35 fees: nrce c—I.n.., Swats 03 degrees 29 mutant 16 sands West sting Ne stuaeM eznnuon of he ainfly line of sad W I a diunee b 13,14 feel Merit so,memmiMe1.231ostuapa Wgences n Me MM1INRSI 6a1, A Mius b 30.00 feet AM A [em.1 ale of 78 dprtes 4e mmul 40 sworon, done Swsh 82 d,. 13 minutes 56 seconds West a mstane of 181L I fees: tM.e thence souneM 21 43 fee uop ea tangemMl o IN soumeau het., a Not, of 22.00 fees and A cenrL angle of 55 dlrtes 48 minules Al seconde thence Wrm 86 degrees 30 minules N seeontls Wesc a dlshana o170A8 fRl m ON eees line of said Lot 2 ant said Lin there naminuing. ♦ UNDERGROUND UTILITIES NOTES THE VFIL3n¢ SHOWN NEREON WERE FIELD Lich Ec PER IFIRO E STRIIC'NR¢ WNEU POSSIBIE RAM UFIIIIY LOGTE FAR FRW GORIER STATE paE GLL LOGTF TKSET .101, SURE 6 70716029 WFNE REm4®. L"We l Al unlail¢a W1RQ1 WEARE VNAWARE Ma.Y EPST. MOST unuTl6 ARE SHOWN RR MOMSED Y RAN AND unlflY RAr6 AECENEO FIIOM TEE Cm ENNN OF AASSEN ENGINEERING o[PAME TNF. iN¢E PLANS WERE NOT Af-YRT LCf.AT10H5 ANO ARE SHOWN FOR NFORFMTIONAL MILPOS¢ ONLY, CONTKF GORIER STATE ONE BEFORE D% VATIIG. ® �DPhess,.1 One Call coNTAcr: SEV4T, LLC C/O Anzon, Inc. Si IN 601 Marquette Avenue Sauth Minneapolis, Minnesota 55402 Phone: 763-443-8613 COUNTY/CITY: ♦ CARVE R COUNTY CITY OF CHAN HA55 EN SEAL THLsrAaE YN90T.11p6MT A RWHyN. 0 NORTN 0 4400 so SCALE: 111 +� REVISIONS nth eFYEKIN 1 -24p1 1aRIMNMY155LE 2-01 -0e RMYFASOFIR a-S-0B IILV5E 1-x1-oe eLVls[PROASFD FASGILNI 1-1-de arvaE CERTIFICATION: ♦ IMr,p[eniM1 aw mil panty prepueeo tomw „ , I Rn m,dre„ ,ne a euN times tlIa,r,rw Lnxr,I<N.a times mn nr EmA p�ItIL lNaasN her zs718 1-24M PROJECT LOCATION: 2401 & 2499 HIGHWAY 7 P.I.U.0257940020 P.I.U.025794001 0 Is Soim #81 t0 2E0 E. C,_AN EiaM S41Mxnr, MN 5W iaa E5[ 175 d75 U16 mtleaduu rat CORNERSTONE L NO SURVEYING, INC ERE NAIe 5WKnlr Mo$Cr NO. sw'Orol7 LOT LINE ADJUSTMENT CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on April 30, 2008, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public Hearing on Proposed Vacation of Drainage & Utility Easement at Southwest corner of the Intersection of Highways 41 & 7 (2401 & 2499 Highway 7 - Walgreens Site) Planning Case File No. 08-05 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. 41, W'F I�uL/iL�J.ru� Dfaty Clerk Subscribed and sworn to before me this LA- day of Mom- 12008. JEAN l'. ST7"„11:%G F Notzy MOM MMZ�Commission Evlm Jan 31. 2WI Notary Public gAeng\fo ns\ati'idavit.doc This map is neither a legally recorded map nor a survey and is not intended to he used as one. This map is a compilation of records, Information and data located in various city, county, slate and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City class not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. If errors or discrepancies are found pease contact 952-227-1107. The preceding disclaimer is provided coca t to Minnesota Statutes §466,03, Subtl. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend indemnify, and hold harmess the City from any and all daims brought by User, its employees or agents, or third parties which amps out of the users access or use of data provided. This map Is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data locatetl in various city, county, slate and fedemi offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare Nis map are error me, and the City does not represent that the GIS Data can be used M navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in Me depiction of geographic featuresg errors or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Scbd. 21 (2000), and the user of this map acknoyedges that the City shall not be liable M any damages. and expressly waives all dame, and agrees to defend, indemnify, and hod hamyess the City from any and all claims brought by User, its employees or agents. or Nlyd parties which arise out of the users access or use of data provided. Notice of Public Hearing Chanhassen City Council Meeting When is the Monday, May 12 at 7:00 p.m. public City Hall Council Chambers, 7700 Market Blvd. hearing: Proposal: Proposed Vacation of Drainage & Utility Easement Planning Case File No. 08-05 Applicant: Max Heitzmann of Anxon, Inc. Address/ Southwest corner of the intersection of Highways 41 and Location of 7 (2401 & 2499 Highway 7) Proposal: A location map is on the reverse side of this notice. A vacation proceeding extinguishes the city's What is a easement or right of way over the property. The vacation: vacated property generally reverts to the owner of the abutting property. This public hearing gives the neighborhood an opportunity to comment on the proposal. During the meeting, the Mayor will lead the public hearing What through the following steps: happens at the 1. Staff will summarize the vacation request. meeting: 2• The applicant may comment on the request. 3. Comments are received from the public. 4. Public hearing is closed and the Council discusses the vacation request. If you'd like to review the proposal before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. Please contact Joseph Shamla at 952- Questions & 227-1165 or e-mail jshamla@ci.chanhassen.mn.us Comments: if you have any questions or wish to submit written comments (please provide one copy in advance of the meeting - staff will provide copies to the Council). Notice of this public hearing has been published in the Chanhassen Villager on April 24 2008. Notice of Public Hearing Chanhassen City Council Meeting When is the Monday, May 12 at 7:00 p.m. public City Hall Council Chambers, 7700 Market Blvd. hearing: Proposed Vacation of Drainage & Utility Easement Proposal: Planning Case File No. 08-05 Applicant: Max Heitzmann of Anxon, Inc. Address/ Southwest corner of the intersection of Highways 41 and Location of 7 (2401 & 2499 Highway 7) Proposal: A location map is on the reverse side of this notice. A vacation proceeding extinguishes the city's is What is a easement or right of way over the property. The vacation: vacated property generally reverts to the owner of the abutting property. This public hearing gives the neighborhood an opportunity to comment on the proposal. During the meeting, the Mayor will lead the public hearing What through the following steps: happens at the 1. Staff will summarize the vacation request. meeting: 2. The applicant may comment on the request. 3. Comments are received from the public. 4. Public hearing is closed and the Council discusses the vacation request. If you'd like to review the proposal before the meeting, please stop by City Hall during office • hours, 8:00 a.m. to 4:30 p.m., Monday through Friday. Please contact Joseph Shamla at 952-227- Questions & 1165 or e-mail jshamla@ci.chanhassen.mn.us if Comments: you have any questions or wish to submit written comments (please provide one copy in advance of the meeting - staff will provide copies to the Council). Notice of thispublic hearing has been published in the Chanhassen Villager on April 24 2008. _ JODV BEftNADETTE MAIERES MARK S & MARY BETH G MOZE WILLIAM M ZIEGLER TRUSTEES OF MOZE FAMILY TRUST 6450 ORIOLE AVE 6461 ORIOLE AVE 644E ORIOLE AVE EXCELSIOR, MN 55331 -7809 EXCELSIOR, MN 55331 -7808 EXCELSIOR , MN 55331 -7B09 RICHARD G & K SCHMIDT GARY SCOTT REED NANCY TO PERKINS-BROOKS 5136 WILLOW LN 247164TH ST W 2448 64TH 5T W HOPKINS, MN 55343 -4039 EXCELSIOR, MN 55331-8809 EXCELSIOR, MN 55331 -9808 LESLIE A POLTRACK & ALICE M HAUSLADEN GARY G & JANET REED DONALD J & EILEEN RUOTSINOJA 164 DOUD DR 2461 64TH ST W 6470 ORIOLE AVE LOS ALTOS, CA 94022 -2369 EXCELSIOR, AN 55331-8909 EXCELSIOR, MN 55331-7808 GARY S BRUNSVOLD MARK S & LORENA M FLANNERY DONALD H & ANNETTE K DUEFFERT 6287 CHASKA RD 2350 MELODY HILL RD 245164TH ST W EXCELSIOR, MN 55331 -8824 EXCELSIOR. MN 55331 -8893 EXCELSIOR , MN 55331 -8809 DALE JAMES & KELLY LEE HANCE PAULJ & JUDITH A POITEVENT GARY A & MARIE C BRIDGE 6480 ORIOLE AVE 2300 MELODY HILL RD 2449 64TH ST W EXCELSIOR , MN 55331-7808 EXCELSIOR, MN 55331 -8893 EXCELSIOR, MN 55331-8809 SPEEDWAY SUPERA ERICA LLC FRANK R & THERESA M GUSTAFSON SHAHRIAR RAHMAN RECORDS C/OPROPERTY TAX RECORDS 1165 SYMPHONY LN 6421 ORIOLE AVE 539 MAIN 5T S CHASKA, MN 55318 -4590 EXCELSIOR, MN 55331-7809 I NDLAY . OH 45840 -3229 FIN C E 1R & MARJORIE M WOOSLEY CHARLES E III &CORRINE WOOSLEY STEPHEN M & KATHRYN M MACH BRADLEY J & REBECCA M PLUTH 4783 HAMILTON RD 6451 ORIOLE AVE 6440 ORIOLE AVE HOPKINS , MN 55343 -3515 EXCELSIOR , MN 55331-7809 EXCELSIOR , MN 55331 -7809 DEBRA LEIGH THOMASSON-HIGGINS RUSSELLI & LYNN F PAULY MICHELLE M CURTIS 6285 CHASKA RD 2447 64TH ST W 2446 64TH ST W EXCELSIOR, MN 55331 -8824 EXCELSIOR . MN 55331 -8809 EXCELSIOR , MN 55331 -8808 WAYNE PETERSON & HOWARD G & MICHELLE N NELSON GEORGE & BEULAH G BAER KELLY WATSON 2445 64TH ST W 6300 CHASKA RD EXCELSIOR, MN 55331-8809 2444 64TH ST W EXCELSIOR , MN 55331 -8825 EXCELSIOR . MN 55331 -8808 DAMON M & NANCY M JOHNSON MYKE L & LYNN S MILLER IND SCHOOL DIST 276 6366 MELODY LN 6405 MELODY LN 261 SCHOOL AVE EXCELSIOR, MN 55331 -6402 EXCELSIOR, MN 55331-6404 EXCELSIOR, MN 55331-1987 BENJAMIN H & H TRUSTEES OF TRL 6440 HAZELTINE EXCELSIOR, MN! MICHAEL D & KA 6390 MELODY U EXCELSIOR, MN. r� u ANDREW N FISCHER BIG BOX ONE LLC BOSCO INC 6175 RIVIERA LA C/O BRUCE DACHIS 6140 LAKE LINDEN DR SHOREWOOD MN 55331 4000 25TH ST W SHOREWOOD MN 55331 MPLS MN 55416 CITY OF SHOREWOOD 5755 COUNTRY CLUB RD SHOREWOOD MN 55331 TOWLE REAL ESTATE ATTN BARB PERRON 11095 VIKING DR STE 260 EDEN PRAIRIE MN 55344 F R & T M GUSTAFSON 6250 CHASKA RD EXCELSIOR MN 55331 WAKEFIELD INVESTMENTS LLC PO BOX 147 101 ASH AVE N MAYER MN 55360 ROBERT A MEESE 6185 RIVIERA LA SHOREWOOD MN 55331 CITY OF CHANHASSEN ENGINEERING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1160 FAX (952) 227-1170 TO: Earl Holasek & Son Greenhouses, Inc. WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OF TRANSMITTAL DATE JOB NO. 5/6/08 PC 08-05 ATTENTION Sean Cullen RE: Wal reens M Attached ® Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 PreliminarySite Development Plans THESE ARE TRANSMITTED as checked below: ❑ For approval ® For your use ❑ As requested ❑ For review and comment ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints REMARKS Please update plans according to redlines. Thank you. COPY TO: SIGNED}'�` � \ r Jos eph Shamla, (952) 227-11 SCANNED It enclosures are not as noted, kindly notify us at once. r1 0 CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) ) ss. COUNTY OF CARVER ) I, Karen J. Engelhardt, being first duly sworn, on oath deposes that she is and was on April 30, 2008, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Pubic Hearing on Proposed Vacation of Drainage & Utility Easement at Southwest corner of the Intersection of Highways 41 & 7 (2401 & 2499 Highway 7 - Walgreens Site) Planning Case File No. 08-05 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Subscribed and sworn to before me this( day of 2008. Notary Public gAeng\forms\affidavit.dm U rm-- .:�.. ;', JEAN 1'. STr' 1NG Notary CamnYae EVp Jan M. 2= *—W, ---------- SCANNED This map is neither a legally recorded map nor a survey and is rail intended to be used as one. This map is a compilation of records, information and data located in vancus city, county, stale and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Dala used to prepare this map are emor free, and the City does not represent that the GIS Dale can be used for navigational, traclung or any other Purpose requiring etacling measurement of distance or direction or precision in the deplctlon of geographic features. If eoofs or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03. Subd. 21 (2 ), and the user of this map acitrowedges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnify, and hdd harmless the City from any and all claim brought by Uses, its employees or agents, or third parties which apse out of the users access or use of data pmvded. This map is neiher a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error freeand the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. If amass or discrepancies are found please contact 952-227-1107. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03. Subd. 21 (2000), and the user of this map acknowledges that the City shall not he liable for any damages, and ppresaly waives all claims. and agrees to defer, indemnity, and hdd harmless the City from any and all came brought by User, its emboyees or agents, or third parties which arse out of the users access or use of data provided. Notice of Public Hearing Chanhassen City Council Meeting When is the Monday, May 12 at 7:00 p.m. public hearing: City Hall Council Chambers, 7700 Market Blvd. Proposal: Proposed Vacation of Drainage & Utility Easement Planning Case File No. 08-05 Applicant: Max Heitzmann of Anxon, Inc. Address/ Southwest corner of the intersection of Highways 41 and Location of 7 (2401 & 2499 Highway 7) Proposal: A location map is on the reverse side of this notice. A vacation proceeding extinguishes the city's What is a easement or right of way over the property. The vacation: vacated property generally reverts to the owner of the abutting ro ert. This public hearing gives the neighborhood an opportunity to comment on the proposal. During the meeting, the Mayor will lead the public hearing What through the following steps: happens at the 1. Staff will summarize the vacation request. meeting: 2• The applicant may comment on the request. 3. Comments are received from the public. 4. Public hearing is closed and the Council discusses the vacation request. If you'd like to review the proposal before the meeting, please stop by City Hall during office hours, 8:00 a.m. to 4:30 p.m., Monday through Questions & Friday. Please contact Joseph Shamla at 952- Comments: 227-1165 or e-mail jshamla@ci.chanhassen.mn.us if you have any questions or wish to submit written comments (please provide one copy in advance of the meeting - staff will provide copies to the Council). Notice of this public hearing has been published in the Chanhassen Villager on April 24, 2008. Notice of Public Hearing Chanhassen City Council Meeting 1A/h.n icy fhc MARK S & MARY BETH G MOZE 100Y BERNADETTE MAIERES WILLIAM M ZIEGLER TRUSTEES OF MOZE FAMILY TRUST 6450 ORIOLE AVE 644EAVE 6461 ORIOLE AVE EXCELSIOR, MN 55331-7808 EXCELSIOR, 10R, MN 55331 -7809 EXCELSIOR, MN 55331 -7809 RICHARD G & K SCHMIDT GARY SCOTT REED NANCY JO PERKINS-BROOKS 5136 WILLOW LN 2471 64TH ST W 244864TH 5T W HOPKINS, MN 55343 -4039 EXCELSIOR, MN 55331-8809 EXCELSIOR, MN 55331-8808 LESLIE A POLTRACK & AUCE M HAUSLAOEN GARY G & JANET REED DONALD J & EILEEN RUOTSINOJA 164 OOUD DR 2461 64TH ST W 6470 ORIOLE AVE LOS ALTOS, CA 94022 -2369 EXCELSIOR, MN 55331-8809 EXCELSIOR, MN 55331-78D8 GARY 5 BRUNSVOLD MARK S & LORENA M FLANNERY DONALD H & ANNETTE K DUEFFERT 6287 CHASKA RD 2350 MELODY HILL RD 245164TN ST W EXCELSIOR, MN 55331 -8824 EXCELSIOR, MN 55331-8893 EXCELSIOR, MN 55331-8809 DALE JAMES & KELLY LEE HANCE PAULJ & JUDITH A POITEVENT GARY A & MARIE C BRIDGE 6480 ORIOLE AVE 2300 MELODY HILL RD 2449 64TH ST W EXCELSIOR, MN 55331-7808 EXCELSIOR, MN 55331-8893 EXCELSIOR, MN 55331-8809 FRANK R & THERESA M GUSTAFSON SHAHRIAR RAHMAN SPEEDWAY SUPERAMERICA LLC 1165 SYMPHONY LN 6421 ORIOLE AVE C/O PROPERTY TAX RECORDS 539 MAIN ST 5 CHASKA, MN 55318 -4590 EXCELSIOR, MN 55331-7809 FINDLAY, OH 45940-3229 C E JR & MAIL &CO RI WOOSOS CHASTEPHEN M & KATHRYN M MACH BRADLEY J & REBECCA M PLUTH 4783 H S E III &CORRINE WOOSLEV 64SI ORIOLE AVE 6440 ORIOLE AVE 4783 HAMILTON RD HOPKINS , MN 55343 -3515 EXCELSIOR, MN 55331-7809 EXCELSIOR, MN 55331-7809 DEBRA LEIGH THOMASSON-HIGGINS RUSSELLJ & LYNN F PAULY MICHELLE M CURTIS 6285 CHASKA RD 2447 64TH ST W 2446 64TH ST W EXCELSIOR, MN 55331-8824 EXCELSIOR, MN 55331-8809 EXCELSIOR, MN 55331-8808 HOWARD G & MICHELLE N NELSON WAYNE PETERSON & GEORGE & BEULAH G BAER 2445 64TH ST W KELLY WATSON 6300 CHASKA RD EXCELSIOR, MN S5331.8809 2444 64TH ST W EXCELSIOR, MN 55331-8825 EXCELSIOR, MN 55331 -8808 DAMON M & NANCY M JOHNSON MYKE L & LYNN S MILLER IND SCHOOL DIST 276 6366 MELODY LN 6405 MELODY LN 261 SCHOOL AVE EXCELSIOR, MN S5331-6402 EXCELSIOR . MN 55331-6404 EXCELSIOR, MN 55331-1987 r Cl BENJAMIN H & HIDEKO GOWEN TRUSTEES OF TRUSTS 6440 HAZELTINE BLVD EXCELSIOR, MN 55331-8049 ROR INC 246164TH ST W EXCELSIOR, MN 55331-8809 RICHARD 0 BUSS & GAIL ANN PRATT 6400 MELODY LN EXCELSIOR, MN 55331-6403 MICHAEL D & KARA S TILDEN MATTHEW R HANSON & DAVID L & MARY JO WILLADSEN 6390 MELODY LN JENNIFER M HANSON 2325 MELODY HILL RD EXCELSIOR, MN 55331-6402 6378 MELODY LN EXCELSIOR, MN 55331-8894 EXCELSIOR, MN 55331-6402 171 ANDREW N FISCHER 6175 RIVIERA LA SHOREWOOD MN 55331 CITY OF SHOREWOOD 5755 COUNTRY CLUB RD SHOREWOOD MN 55331 BIG BOX ONE LLC C/O BRUCE DACHIS 4000 25TH ST W MPLS MN 55416 F R & T M GUSTAFSON 6250 CHASKA RD EXCELSIOR MN 55331 TOWLE REAL ESTATE WAKEFIELD INVESTMENTS LLC ATTN BARB PERRON PO BOX 147 11095 VIKING DR STE 260 101 ASH AVE N EDEN PRAIRIE MN 55344 MAYER MN 55360 BOSCOINC 6140 LAKE LINDEN DR SHOREWOOD MN 55331 ROBERT A MEESE 6185 RIVIERA LA SHOREWOOD MN 55331 PC- 0%- Os Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly swom, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as amended. LL// [� (B) The printed public notice that is attached to this Affidavit and identified as No. 70YS was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abcdefghijklmnopqrstutirwoz NOTICE OF PUBLIC HEARING y; VACATION OF DRAINAGE & Laurie A. Harhnann UTILITY EASEMENTS CITY OF CH NH SSEN NOTICE IS HEREBY GIVEN that the Chanhassen City Council Subscribed and swom before me on will hold a public hearing on Monday, May 12, 2008, at 7:00 P.M. in the Council Chambers at Chanhassen City Hall, 7700 Market 7 Boulevard. The purpose of this this 91 day of 2008 hearing is to consider the request of -- GWENM.WUENZ Max Heitzmann of Anson, Inc. for NOTARY K" - II[KS0TA the vacation of drainage and utility easements at Lot 1, Block 1, Seven" Forty One Crossing, Planning Case File No. O8-05, Alegaldescriptionanddrawing Notary Public of the proposed vacation area are L available for public review at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. RATE INFORMATION Joseph Shamla, Project Engineer Phone: 952-227-1165 Lowest classified rate paid by commercial users for comparable space.... $40.00 per column inch (Published in the Chanhassen Maximum rate allowed by law for the above matter ............................... $40.00 per column inch VillageronThursday,April24,2008; No. 4095) Rate actually charged for the above matter ............................................... $12.19percolumninch ScpNHEO 0 NOTICE OF PUBLIC HEARING VACATION OF DRAINAGE & UTILITY EASEMENTS CITY OF CHANHASSEN NOTICE IS HEREBY GIVEN that the Chanhassen City Council will hold a public hearing on Monday, May 12, 2008, at 7:00 p.m. in the Council Chambers at Chanhassen City Hall, 7700 Market Boulevard. The purpose of this hearing is to consider the request of Max Heitzmann of Anxon, Inc. for the vacation of drainage and utility easements at Lot 1, Block 1, Seven Forty One Crossing, Planning Case File No. 08-05. A legal description and drawing of the proposed vacation area are available for public review at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Joseph Shamla, Project Engineer Phone: 952-227-1165 (Publish in the Chanhassen Villager on April 24, 2008) Leo g\enu\vacations\walgreens retail building - pc 08-05\ph notice to papecdoc 1 CITY OF CHANHASSEN 7700 Market Boulevard — P.O. Box 147 Chanhassen, MN 55317 — (952) 227-1100 Planning Case No. v g —0�; CITY OF CHANHASSEN RECEIVED FEB 0 1 ZOOS DEVELOPMENT REVIEW APPLICATION CHANHASSEN PLANNING DEPT Name and Contact: L�lak 1I rn�� 1 L Contact: Phone: (0l7 4 fvSoB 1 Fax: 1012- 3y i 6j 13 i Phone: Fax: Email: I Email: NOTE: Consultation with City staff is required prior to submittal, including review of development plans Comprehensive Plan Amendment Temporary Sales Permit _ Conddionai Use Permit (CUP) L Vacation of Right-of-Way/Easement .(VAC) .-?dv Interim Use Permit (IUP) Non -conforming Use Permit Planned Unit Development" Rezoning Sign Permit Sign Plan Review + V 5 . Si(e Plan Review (SPR)* Subdivision* I Am-, 1s0 Variance (VAR) -200 Wetland Alteration Permit (WAP) Zoning Appeal Zoning Ordinance Amendment _, Notification Sign $200 (City to install and ) X Escrow r Fili ! tomey Cost`* $50 UP P A( e/P�yVJAP/Metes &Bounds -$450 Minor TOTALFEE$ An additional fee of $5.00 per address within the public hearing notification area will be invoiced to the applicant prior to the public hearing. *Sixteen (16) full-size folded copies of the plans must be submitted, including an 8'/i' X 11" reduced copy for each plan sheet along with a digital copy in TIFF -Group 4 (*.tif) format. *"Escrow will be required for other applications through the development contract. Building material samples must be submitted with site plan reviews. NOTE: When multiple applications are processed, the appropriate fee shall be charged for each application. SCpNHEO PROJECT N LOCATION: LEGAL DES TOTAL ACREAGE: S. D D kc WETLANDS PRESENT: NO PRESENT ZONING: 8µ ?^tTJ_UI<idi,4- REQUESTED ZONING: nA PRESENT LAND USE DESIGNATION: l� a.aePe i 1 REQUESTED LAND USE DESIGNATION: REASON FOR REQUEST: , it4C ,P 16L. +V fL 11W0V4 "iP" "-10LLk4 a ti/ This application must be completed in full and be typewritten or clearly printed and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, you should confer with the Planning Department to determine the specific ordinance and procedural requirements applicable to your application. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application.. This is to certify that I am making application for the described action by the City and that I am responsible for complying with all City requirements with regard to this request. This application should be processed In my name and I am the party whom the City should contact regarding any matter pertaining to this application. I have attached a copy of proof of ownership (either copy of Owners Duplicate Certificate of Title, Abstract of Title or purchase agreement), or I am the authorized person to make this application and the fee owner has also signed this application I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc with an estimate prior to any authorization to proceed with the study. The documents and information I have submitted are true and correct to the best of my Lnmulorinn 2./.09 17�— D�e G.ipNMformslDevelop%ent Review Applicailon DCC Rev 12105 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 Date: March 17, 2008 To: Development Plan Referral Agencies From: Planning Department By: Sharmeen Al-Jaff, Senior Planner Subject: WALGREENS — Request for Site Plan Approval and a Conditional Use Permit with Variances for the construction of two retail buildings on property zoned Neighborhood Business District, located on the southwest comer of the intersection of Highway 41 and Highway 7 (2499 Highway 7). Applicant: Anton, Inc. Planning Case: 08-05 PID: 25-7940010 Legal Description: Lot 1, Block 1, Seven Forty -One Crossing The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on March 14, 2008. The 60day review period ends May 13, 2008. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on April 15, 2008 at 7:00 p.m in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than April 4, 2008. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest) 10. Electric Company (Xcel Energy) 11. Mediacom 12. CenterPoint Energy Minnegasco Location Map (Subject Property Highlighted in Yellow) Walgreens 2499 Highway 7 Lot 1, Block 1, Seven Forty -One Crossing PID: 25-7940010 Planning Case 2008-05 City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 Date: March 17, 2008 To: Development Plan Referral Agencies From: Planning Department By: Sharmeen Al-Jaff, Senior Planner Subject: WALGREENS — Request for Site Plan Approval and a Conditional Use Permit with Variances for the construction of two retail buildings on property zoned Neighborhood Business District, located on the southwest comer of the intersection of Highway 41 and Highway 7 (2499 Highway 7). Applicant: Anxon, Inc. Planning Case: 08-05 PID: 25-7940010 Legal Description: Lot 1, Block 1, Seven Forty -One Crossing The above described application for approval of a land development proposal was filed with the Chanhassen Planning Department on March 14, 2008. The 60-day review period ends May 13, 2008. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on April 15, 2008 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than April 4, 2008. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated. 1. City Departments: &WT Carver County a. City Engineer b. City Attorney 11b c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 6. U.S. Fish & Wildlife a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek �/ b. Lower Minnesota River /// c. Minnehaha Creek 9. Telephone Company (Qwest) 10. Electric Company (Xcel Energy) 11. Mediacom 12. CenterPoint Energy Minnegasco Location Map (Subject Property Highlighted in Yellow) Walgreens 2499 Highway 7 Lot I. Block 1, Seven Forty -One Crossing PID: 25-7940010 Planning Case 2008-05 City of Chanhassen 7700 Market Boulevard P.O. Boa 147 Chanhassen, MN 55317 (952) 227-1100 Date: February 4, 2008 To: Development Plan Referral Agencies From: Planning Department By: Sharmeen Al-Jaff, Senior Planner Subject: WALGREENS — Request for Site Plan Approval and a Conditional Use Permit with Variances for the construction of a retail building on property zoned Neighborhood Business District, located on the southwest comer of the intersection of Highway 41 and Highway 7 (2499 Highway 7). Applicant: Anxon, Inc. Planning Case: 08-05 PID: 25-7940010 Legal Description: Lot 1, Block 1, Seven Forty -One Crossing The above described application for approval of a land development proposal was filed with the Chanbassen Planning Department on February 1, 2008. The 60-day review period ends April 1, 2008. In order for us to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, stone water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. This application is scheduled for consideration by the Chanhassen Planning Commission on March 4, 2008 at 7:00 p.m. in the Council Chambers at Chanhassen City Hall. We would appreciate receiving your comments by no later than February 22, 2008. You may also appear at the Planning Commission meeting if you so desire. Your cooperation and assistance is greatly appreciated 1. City Departments: a. City Engineer b. City Attorney c. City Park Director d. Fire Marshal e. Building Official f. Water Resources Coordinator g. Forester 2. Carver Soil & Water Conservation District 3. MN Dept. of Transportation 4. MN Dept. of Natural Resources 5. U.S. Army Corps of Engineers 7. Carver County a. Engineer b. Environmental Services 8. Watershed District Engineer a. Riley -Purgatory -Bluff Creek b. Lower Minnesota River c. Minnehaha Creek 9. Telephone Company (Qwest) 10. Electric Company (Xcel Energy) 11. Mediacom 12. CenterPoint Energy Minnegasco A.11 UPS. 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LEGEND • FOUND MONUMENT I- I- WATERMAIN - - - - - EASEMENT LINE SET MONUMENT 3 > -Q SANITARY SEWER - - -' - SETBACK LINE O 0 ELECTRIC METER @ ->> STORM SEWER - o - RIGHT OF ACCESS -* LIGHT 0->> FLARED END SECTION CONCRETE CURB Ac AIR CONDITIONER Q- uE -m ELECTRIC TRANSFORMER BUILDING LINE E-- GUY ANCHOR TP o-- u ----0 TELEPHONE PEDESTAL --------- BUILDING CANOPY HANDICAP STALL o-- uu -C GAS METER O BITUMINOUS SURFACE ". 'Q UTILITY POLE - mu - OVERHEAD WIRE O CONCRETE SURFACE ■ GUARD POST -o- CHAIN LINK FENCE • BOLLARD -t- IRON FENCE LANDSCAPE SURFACE SIGN -x- WIRE FENCE 4 o DECIDUOUS TREE -o- WOOD FENCE CONIFEROUS TREE ® REMOVALS PARTIAL REMOVAL DEMOLITION NOTES 1. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL EXISTING ON -SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. 2. THE CONTRACTOR IS CAUTIONED THAT "THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL "D". THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-02 TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA,,. THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES 0 BEFORE B COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1-800-252-1166). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). 3. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES AND IN ACCORDANCE WITH APPLICABLE CODES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. 4. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 5. THE CONTRACTOR SHALL COORDINATE WITH THE CITY PRIOR TO THE DISCONNECTION, REMOVAL AND/OR RELOCATION OF PUBLIC UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE CITY CONCERNING PORTIONS OF WORK WHICH MAY MAY BE PERFORMED BY CITY FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE CITY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 6. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE DISCONNECTED, REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION INUTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OF WAY DURING CONSTRUCTION. 7. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC TO THE BEST PRACTICES AND APPROVED BY THE CONSTRUCTION MANAGER. 8. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 9. PRIOR TO DEMULITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 10. CONTRACTOR MAY LIMIT SAW -CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 11. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. DAMAGE TO ANY EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 12. EXISTING STORM, SANITARY & WATERMAIN PIPES TO REMAIN UNLESS OTHERWISE NOTED. 13. REFER TO THE S'NPPP FOR ALL EROSION AND SEDIMENT CONTROL MEASURES THAT SHALL BE INSTALLED PRIOR TO THE CONTRACTOR COMMENCING DEMOLITION WORK. CITY OF CHANHASSEN NOV 0 1 2008 ENGINEERING DEPT. I APPROVEE� 0 15 30 60 SCALE IN FEET: 1 INCH = 30 FEET Errgt eeft • Planning • Surveying ; _V 'combs Frank Roos Associates, Inc. Client Anxon, Inc. 601 Marquette Ave S, Suite 100 Minneapolis, MN 55402 Project Hwy 7 & 41 Retail Building Location Chanhassen, MN ,9menxo, Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Jared F. Jones Registration No. 46610 Date: 10/14/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JJ/ZE Drawn: JJ/ZE Approved: EWM Book / Page: Phase: FINAL Initial Issue: 10/14/2008 Revision History No. Date By Submittal / Revision 1 10/28/08 JJ City Comments Sheet Title DEMOLITION PLAN Sheet Number Revision C2ml Project No. ANX17252 �A5 f TIPPED -OUT f B612 CURB 1 ff ly` J �t I f ''N. I r ! I " fe f nil .FUTURE r',1 MODULAR BLOCK ' �Rtj4lNIN WALL I I G f ( nn Q-kg I if 1 Q -,, I ! -- so I n i IO O wr 10 RETAIL BUILDING PAD FFE=994.70 \ ARD RAIL N 1 8 CURB CUT I '\ ei c�E DETAIL),1f TIPPED -OUT B612 CURB ; t i 1 <a f1�- l Ps. I 8' CURB CUT I ( 1 ,r { tti�O i 'f I s• 24' CURB U / I e• t � ( ,� f WY. L /41 .� I I- w .OAT I i Q tib e6Z2, ( w t3 J I� D ^ s I FFE=995.7-' 9 p T I ' F,1 as D/ dd rp 3oB, u _, CONCRETE 'e , VALLEY GUTTER i , V . ) ��a• I : oJ� FI. I i� 00-0, I I U I I I I f � I I I 1 >- U F- CJ �w 1L }zDO ct w op !� rn d (r O 4 O XLUZ 10'-WIDE BFTUMINOU'. (REFER T0ANHA`. PLATE 5210 N PAC 3 Eu PEDESTRIAN CUP I AMF WITH TRUNCATED"[; E' PANEL (SEE DETAI' -- w - N CROSSWALK STRIPING TRAIL _N STANDARD C9.1) PEDESTRIAN CURB RAMP WITH TRUNCATED DOME PANEL (SEE DETAIL) i s UPGRADE EXISTING SIGN WITH WALGREENS & I FUTURE RETAIL INFORMATION I O ,� a Q Li 0 18 :. a 1 a Z ro LTOrn ZU Qd VJ z wz zCj =m Z) J 3� w a Q w Ia I_ W zv V) u 26 rr Q lip I � 10'-WIDE BITUMINOUS TRAIL (REFER TO CHANHASSEN STANDAI� PLATE 52161 00 PAGE C9.1) l I 1 I I' f i 0 15 60 SCA N FEET: 11NCH = 30FEET LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER >> 0 - -- -� SANITARY SEWER > -9 0 S+----0 FORCEMAIN (SAN.) 0--->FM>--O 0- >-- 0 WATERMAIN ►f- I -♦ �- --¢ EASEMENT GAS LINE Uc ----- ELECTRIC UE - - -"- TELEPHONE UT ------ STANDARD -DUTY BITUMINOUS (REFER TO DETAIL SHEET C9.1 FOR SECTION) HEAVY-DUTY BITUMINOUS (REFER TO DETAIL SHEET C9.1 FOR SECTION) HEAVY-DUTY CONCRETE' 4 r. (REFER TO DETAIL SHEET C9.1 FOR SECTION) 1.5" BITUMINOUS MILL & OVERLAY BITUMINOUS REPAIR/REPLACEMENT i (REFER TO DETAIL SHEET C9.1 FOR SECTION) (HEAVY-DUTY UPGRADE) DEVELOPMENT SUMMARY - OVERALL SITE SETBACKS FRONT YARD 35 FEET REAR YARD 30 FEET SIDE YARD 15 FEET MINIMUM LOT SIZE 15,000 S.F. ZONING BN - NEIGHBORHOOD BUSINESS DISTRICT BUILDING AREA PROPOSED WALGREENS 14,713 S.F. PROPOSED RETAIL 4,500 S.F. EXISTING RETAIL 25,970 S.F. TOTAL BUILDING AREA 45,183 S.F. PARKING REQUIRED: 5 SPACES / 1,000 S.F. RETAIL 226 SPACES PROVIDED ON PARCEL A 48 SPACES PROVIDED ON PARCEL B 179 SPACES TOTAL AVAILABLE 227 SPACES OVERALL SITE DATA (PARCEL A & PARCEL B) OVERALL SITE SIZE 281,969 S.F. / 6.47 AC. PROPOSED MAXIMUM IMPERVIOUS 182,985 S.F. / 4.20 AC PROPOSED MINIMUM PERVIOUS 98,984 S.F. / 2.27 AC MAXIMUM PERCENT IMPERVIOUS 64.9% PARCEL A LOT SIZE 63,336 S.F. / 1.45 AC. PROPOSED IMPERVIOUS 40.874 S.F. / 0.94 AC. PROPOSED PERVIOUS 22,462 S.F. / 0.51 AC. PERCENT IMPERVIOUS 64.5% PARCEL B LOT SIZE 218,633 S.F. / 5.02 AC. CURRENTIMPROVEMENTS PROPOSED IMPERVIOUS 136,167 S.F. / 3.13 AC. PROPOSED PERVIOUS 82,466 S.F. / 1.89 AC. PERCENT IMPERVIOUS 62.3% FINAL BUILD -OUT MAXIMUM IMPERVIOUS: 142,111 S.F. / 3.26 AC. MINIMUM PERVIOUS: 76,522 S.F. / 1.76 AC. MAXIMIM PERCENT IMPERVIOUS: 65 0% NOTE: FINAL BUILD -OUT IMPERVIOUS AREAS WILL INCLUDE THE FUTURE RETAIL BUILDING FOOTPRINT, ACCESSORY STRUCTURES, ASSOCIATED SIDEWALKS AND SERVICE DRIVES, AND WILL NOT TOTAL MORE THAN THE MAXIMUM IMPERVIOUS AREA LISTED ABOVE. DEVELOPMENT NOTES 1. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT. 2. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 3. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. 5. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 6 SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS 7. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL FOR EXACT LOCATIONS. 8. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. 9. CONSTRUCTION OF SIDEWALKS (RAMPS) WITH A SLOPE GREATER THAN 120 OR 5% SHALL COMPLY WITH ADA STANDARDS. A SLIP RESISTANT SURFACE SHALL BE PROVIDED ON THESE SIDEWALK SURFACES. HANDRAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS ON BOTH SIDES OF THE SIDEWALK (RAMP). 10. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. 11. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. 12. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO THE HIGH WATER LEVEL OF ALL PONDS APPROVED Engf wfing • Pb7ning « &AWing 'ombs Frank Roos Associates, Inc. Client Anxon, Inc. 601 Marquette Ave S, Suite 100 Minneapolis, MN 55402 Project Hwy 7 & 41 Retail Building Location Chanhassen, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Jared F. Jones Registration No. 46610 Date: 10/14/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JJ/ZE Drawn: JJ/ZE Approved: EWM Book/Page: Phase: FINAL Initial Issue: 10/14/2008 Revision History No. Date By Submittal / Revision 10/28/08 11 City Comments Sheet Title SITE PLAN Sheet Number Revision C3.1 Project No. ANX17252 1 u Pa4.0 ,,] aGaa -_. ,... +� :. .:....'.'. ':.::• iala'a '4 4n i � ; ti "'�\ � � I / � I j !1 1 ( _ ? ; ; awa I 1 ' LEGEND a \/ Ib:(':T:Pi:(i:ii' PROPOSED EXISTING .. �..... ::. aaxs " CURB & GUTTER ':.:'::': ��'`vvy `. 1 t ;< £- i 24"RCP CONCRETE SURF CE W A`� < « « i < STORM SEWER » O rn r �- -� o :: :'::::'. a ,7 WARNING �� ANOPY @ t w:x \ I\a SANITARY SEWER >-0 g+-� PROPOSED ' ' r:`........... - � a \ ' z« so" UNDERGROUN01, E ,-,., ` � I FORCEMAIN (SAN.) 0- > FM > ­0 l n >-� WALGREENS L ': r::: i4 _ _ _ w I"':':' ." GAS STORAGE / M EL=993Oa \ s sass WATERMAIN 14,713 S.F. i ae : • s.a 1._,-, :':::;';: wJ EASEMENT FFE=996.00 '''r 9 - \/ 1 TANKS +R EL-9ez7e i •�. '.�•i:?.: i.:....�.':f:ri'. xasar xaax3 `� , f wxa ,,' GAS LINE UG -`"x �"-�v�t-r'x• ... i 1., -.. .. ' rsar I a°zf. N Ex C8 II r r I wa> ELECTRIC LIE 0E 1 -::: �:: ITION UNDER , F,'.M-99;.a7 , I UT DT f c9 TELEPHONE, ....tir'::::.:. !.� ROUND 1 INv=9ez.67 '�i ;� ,9 `:iii ) GAS ORAGE ffi i i i (i v�I- I SPOT ELEVATION 9X2.5 96X.5 FFE= 94.67 SU, TA 9QFEOF .._CONTOUR ----- ---- ayaa T, ,/__1 K - AM1 24• c r - wecz .' \ ♦ RIP RAP902� :``: D °°" OVERFLOW ELEV.GAS S 4.„ 6_„ - ''% l'zC� BT SAN, `\` a ` •�,1�txaw.x-i.c \\STANDARD -DUTY y - -- ! ' FER TO DEXXX X , (RE TAIL SHEET C9.1 FOR SECTION) 9c? 1 STORM MHBITUMINOUS': ':'':::4� RIM EL EL S7.&2' ,1 11 ,'/ ♦ t1 - 'a --i / - i:. waa ! atax"a MEET AND MATCH waa `� 992.61f rI 1 p aa+ aaa 99CP w HEAVY-DUTY , ;.. M 41�4?$'::'r}::(:...... M Eli CsB3. t ' , . ' ' ::. _,: _ Q-ac9&i38i:''i: r.r.rr:..e.:.• TING NT ¢ / rj tf r ,' `\\ - BITUMINOUS !� f .� (REFER TO DETAIL SHEET C9.1 FOR SECTION) EXIS PAVE war' Tx 3a+.e i - - ] r 'fir-: - - - -- - „- /� ` ' t /' ' \\♦ 17 HEAVY-DUTY aax• :":'rim?' fig-- _ , r, (REFER TO DETAIL SHEET 9.1 FOR SECTION) :ir �.� - , , ..� -"_ - "••'--""� SURFACE - I ,- RIM ELs993-53• - - _ a r /- �+a .w3. ` , I CONCRETE S C C WV N EL-986.93 "- -f (J5' I I "Y °wa `` ♦ I + r ' ' _ � yr>� - .x 93.313 ��--\ Il-969.03 i r - I r aax - ` 19 INC_ a _ x x _ ;,as' iAiTe \ `FJvE/11IOI F�'vt Xt"Nf- it L J rr �♦ ..• }. win 7 ,% + \ i.?�I ; .f; _ y „ CURB & GUfTER a ( MEET & MATC EXI TING - e� -„ 1 AT EXISTIf� CB �jx 1 �, ' BITUMINOUS IL •9,9 � 9 _ - - F s3. -- - M _ /r`--�A- `� aa.. GRADING NOTES • - _� _ !. fa� a)s t x iru, , / k wn // # 1 > ♦ / ♦♦ 1 1. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. 19 - t EX C9 _ _ _ wu.r I rI • t7J �r / , \♦\ t ' 2 g� RI EL 9 , ' / \ 1t THE CONTRACTOR IS CAUTIONED THAT 'THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL "D" THIS 44 r. Q QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-02 TITLED STANDARD GUIDELINES FOR THE COLLECTION AND F ..... .... i INV=990.24 1 ; / � \ 1 kx "'r"" ' ` / /°Y! • ! aas�w,,, )x "6°,/ A. .9 !' I /\ \ 1 DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK BY CONTACTING TH E NOTIFICATION CENTER GOPHER STATE ONE FOR MINNESOTA AT ,:::.:::'.:: ................. ;dig ',. I' v�i° ./ J :•::•k•i:r ' :i•i • ": r:'ii::'i:"i:': i::'c:. '- .. xa1',r• . �� ` x wa, \ I' ,� ! I / `;, Q t 1-800-252-1166). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT --- "�. x win ♦ f !f r / f f m 1 �0 f BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). 1 �� 1 1 t........... :..:; W /t. i .! `♦ i i f 9 t xa x. / J/ % 10°''0 \ /I 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE F ... RCP I \ ( t / 8! _ _� , _ / CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT /. /. 92.20 i • •• •/. PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. ::•.�::::........:. as�,�. /./../ \\ « •a za 4-D 1 i I rt f I 4g,E' ( .......... _ , " , / / i "' � • • � �' ' ! i:''! i. \ a 'IX 94 00 I 1 � --- I ! O��J$ (,� M TCH f , � x.�. 4. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE 1 r f . " ♦ I. 1 �f L) / �• , -' Q j SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING .. ./. .; /. ♦ INV L=979,2 93, 0 1 I t ! / ( , `,. i..� /, , • / ' .' , „ ' ' ' /. ' ' / ° _ I I S / tt _ ,' PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY ' / / i /' / / • i •' • i • �' ' i • /' ' / •' • •T'`w / .!' ' /.!' /. 8tN11!N I 1 I , r / �- 1 - ' I OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTORS PERFORMANCE IS NOT INTENDED TO • '/ /' 'i:/• •;'!• •;'/• •i:�• 'i:/• -i'!• •i' iFL ,,,«;! -/, •/ / !•,.! MEET AND MATCH FIFA t II I i (I i '� ' _ , "+� �� rn INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. EXISTING PAVEMENT - „ i g q 94.00 I t xaaas r M % ,� ° �, J: r\a 10-WIDE ISLANDaCUR6 CUT g t i a ;:/, ,;,,, -;:,, •;.,, �.,_ -;',, •;,,• ,;/, ,;•/, ,;-/, ,;/, •i•j \!;•/, ,;'/..;'/. � e m , 5. COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE MATH THE REQUIREMENTS OF THE OWNERS SOILS THE CONTRACTOR SHALL FOR PEDESTRIAN ACCESS „ • � � � � � , ,• _ , , � � ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED !3Y THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ,, + /.. /. ;;!• •,,! •� �- / �•\� �• •� �- * wss '� , i ' 00p` SAWCI�L`EXWNG CURB ISLAND P3 COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS NTH THE SOILS ENGINEER. r..;.. /.\,;•/..;•� --. `; ,: - 92.90 g365 RETAIL BUILDING PADIi ( ' i4 &-INSTALL NEW SfDE w� 1 �cU ( FFE=994.70 I I I I I 1 'I' fl I ` �, ♦ -r. "MATCH ADJACENT PAN=- >;RAB 6. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: ( - - 6 AcES _ ' aria+ \`, .`-9- I II 1 1 t 1 1 O "F INSTALL TRUNCATED DOME PANELS' •( �r ° \ - "" 1` • \ L w`T `r ' (�Mq TCt ,' COMPANY .Psi (PROFESSIONAL SERVICE INDUSTRIES, INC.) 7iW�513Rr , STMOUND DRIVE SUITE A AUKES ISCONSIN 53189 i i wawa`' --�i+r� 6g 94,0 ADDRESS W228 N727 WE W HA W ' CANOPY was �. ,'1 PHONE: (262) RY15,22 9 \ 93.60 9 I at %auT lr ,// i r ,' r1` -MATCH DATED: JANUARY 15, 2008 -` t °' •'`' i ,',"`. \ - 1 o � X If %,.w ., ` _ t 00,t 8t I THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. FF i °-FFE=995.8 / ° \`\ as �aq.. a. -.�o, s. / I I I I 1 lawlb°a% i . „ " a EX CS - RIM F1=1003.80 'tj' 7. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE '•' F_. `\ ,`" j I I I I I \ ( ! I ,' I x ,°°r i ,aau INV EL-997.40 �� CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BEAT THE 1 ' ` / •+ ' / + a `�� f _ 94.00. f •1 �' -.•/ �( 1 I \ t r I << I _ '- ,' DIRECTION OF THE SOILS FNGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL t I I I t` \, ` I x ,sma / �` '' `-� DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED ( x ,oats i' M t t O cy B IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER 9 - � / � tt \\ i t ` O I' \� Saab 9 0 wA.a '' Qy %�aa 1 t �yt ' r° ft i I ' awa CR'y `` b '' w B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING FFE=995.8- �' - ? (� x wa, \ii-\ i 1 l / Y f0j0.1 1 / _ y. .-i F- - - oO t SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES " r,f= 94 \I \\ `9\q i\I \ i100x°1 `I 1 p f I SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. auk \ 1 ` L/ • _° •7 aa�i f xa �\ \ \\ ( l x,ppya r`-"�-""'••^^"-'-- �� �( S`J, wax ' 1 x9 \ a9 \ t i. "Alj 9. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE '1!G\ \J i 3 /' Ep �\ �\ jO \\ I xbn•T 45! -'-'- CONTRACTORS OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT EQUIPMENT IS NOT \ x a . /A� x %\\t \ \ ,2 NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY \ \ 0rnuu!NOU9 SURFACE �),/�Q \ _ - - I t1 `�,a\`\ �/'01'a 1 ( ,.. }j \ V i� ,r,� 1 PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE \ F� f/1/(\ \3 wax ` ` \� l \ \\ / \+l 1 % "g.. p t � q m 4, 1O SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD THE -TRASH �s // �,� `� - ` ` 5 T. �\ '1 `` 1 t r! ! ;r lL x /' CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS x `S\ - TS) S I SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL awx \ - \ , q4}. ♦ `♦ \ (�`� `� ♦ x,'�' x , Z ` , PAYMENT WILL BE MADE. EXISTING RETAIL MEET AND MATCH / �y U q 25,970 S.F. EXISTING PAVEMENT Ate - "�C} s \ I p0aa �./ / 0- 10o6----- xg 10. CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES WITHIN THE �. Wit, t� ,- 5 _ t , t � Z tr f CONSTRUCTION MAY BE RESTRICTED TO A NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED BY THE OWNER. - x �. -- 996 _ a� erto _ _ -�` ' �'� �t3 ` ,J ",�,A t rx I: r !i �.0� 0$S-.J.w �' j r! \ / 11. ACTIVITIES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT NOT BE LIMITED TO: SOIL AND OTHER MATERIAL - y ' SLOPE MAX _ 4 ' x `\ x \ `' ' / eua6 t) \ 9was a \� . s cj1 f ,' , f t1 / STOCKPILING, EQUIPMENT OR MACHINERY STORAGE, DRIVING OF ANY VEHICLE, LEAKAGE OR SPILLAGE OF ANY "WASHOUT" OR OTHER TOXIC _ 996 , - _ - = ., \\ \ �x - - cam '.. t „J' 1 / IYPI L� W 4.L w rr ; MATERIAL. THE COLLECTION OF OTHER DEBRIS AND SOIL STOCKPILING WILL BE IN AN AREA DETERMINED ON -SITE BY THE ENGINEER. - 93- _ - I ______ ______^ _ _- ` _ }aT \ ``'.' ; �° T 94. g �T e t " '9 !: 1 tr /' r'r 12. AN OWNER'S REPRESENTATIVE WILL BE AVAILABLE AT ALL TIMES DURING THE PREPARATORY AND CONSTRUCTION PERIOD. ` - ___ . ♦ O \x `� ana\ pl a4 '✓ x,owx 4 C_8 --1`- _ _ _•��=�� �99{� ". 9 `\ aa' / r� r m o ' m I 1 r ?� / ,'�' f 13. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE EL I - k CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN INV\EL=98&11 a f / - °v 94. ! ' ! f t I I ^ -im ' ,' b' ! FFE=995.7- L s+ / a V r rn 1 h EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, INHERE _983 ps " ° / 4• ' x i 1 G TURF IS TO BE ESTABUSHED. TO A DEPTH OF 4INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS To BE ESTABUSHED TO A MINIMUM 1oOro O^ DEPTH OF 4 INCHES. 14. FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING !1dY ,. `, ' - / CONCRETE -� _ a , I ! r I r ; ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES , ✓'.. I .y , $ ° BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED VALLEY GUTTER �S 1 I 1 % , •r�, I ' r€X'... j 1 ff GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATION6, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE \ ` �♦; ��\ �\ \��; ` \\ x IZ. 1 ,♦,y O, / *• ,% �998•g� I I a , q BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE yK CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW \ �'� �`�� \'a a \♦ �• \ �`: :. \\``� ``� . asa "'' VV `,�/ ' `��. � 1 .` ! J 1 ; / . � ��e/� J �� IT WORK. \�-� `�',\`• x `` iC \ \`� \2� `\`\```�``\ x MEET AND MATCH 15. TOLERANCES - - -ti ,g)��7' EXISTING PAVEMENT %\ �`� \\♦ \ `\ ' `\ I ��Aa x r C^ �� t i Imo''' / /" i / T -! 10pa••��� , T ,r a. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE x awS . \5)iN �IN \ I t \ \ ♦ ` \ ♦ `� „,`� R `9 6Aa+n t ! , `\ \ `♦ �` \ `� \ \ ` \ �:1 O _ - "l ! T r ✓ Et=1008.67 p0 PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. % ' �' / �' ` ` �`•. � i'tar"xi rx ^ I ' INV EL=999.67 O //!/ /i,i % / `..y, ram, .r���\` \�Ic- ♦ l 1 \ 1 `\\ ♦ \ \ �\ `\ \ `\ `♦ aaC x raa V ' • • FFFI b. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 a�j / f /� 61 "� :.�� - �� �� "�, `� \ ♦ I l •°q \ ` \ �\ \ ` . - -- -- i • '\ . , I r r - i f / - 3 r FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. 1 .' 9 ' \ \ \ �� \ `\ \♦`♦\ `\\ ` `` \ t $ ` \\`y ko\ \ \ r ` `� 94.60 f f t 1 / I / f•'' , ����� �`` \ ^\ �� ♦` \ ♦ \ ♦ \ ♦ \ \ B• 1 \ , 1 \ �` �\ x . 5A a6'`i`' ` \ ` i a I f f f f ' / c. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS \ \ ` \+ `\ `� a ` I �� r If T t r r f DIRECTED OTHERWISE BY THE ENGINEER. I I ' t I i , `�, . ` ♦ ♦ ♦ \ \` \ r °4s'S\� � \ � a � `.� 9 °✓ r ' � - r � Oil' jj I 1 I F- IX FES `. `�� \ `� `� \\ `\ `\ `\ `\ `\\\ % 1u.x r t \ \ �\ �\ \ \ \� \ r"`" \ .99 4.7 I • I • f r - J 1 ( : ' i t- 1 INV EL=966.8 `.. �`� `\ \ ` `\ \ `\\ ��\�\` �\ \ t t \ \ ` \` t I t I 1 t t ` `� \ r`\ \ \t\A \ �yc % ��`! 1,+ - , l r '� r / d. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1121NCH OF THE SPECIFIED THICKNESS. 1 It t t 1 1, �`�` '•�aW\ \\\\ \ \\ \ \\ `\ \\ \ \ J7 \ \t ♦ \ \ \ ` J ♦ \ ( A3 ,Mal 3�F♦�XI 0 ELeQ9g�_ e. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EX S S, THE CONTRACTOR SHALL TRANSPORT ALL t t \ t \` \ t\ \\t r \\ \\ C9�\ \\ \ \\ \\ \\ \\ `C `dL��U ? % t ' \ ac V "^•9 j11 p_.: rr 1 f % / EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. -------- t ' Ir t \\ \ \ \ \ x` \ r \ \ \ `-----____ xltld / r F� f I 1 1 t t \ t \ \ t t 91tl'` \ ,e_ _ t 7 ' NI / r' I o� / , ' / 17. AN EROSION CONTROL BLANKET SHALL BE FURNISHED AND PLACED IN AREAS WHERE THE SLOPE EXCEEDS 3:1. \ `---------- ------ f - - , -, at 'sy' + � 1 \ \ \ � r r t \\ \ � w% ` s �\� - � 01 I 01 0 '-g 7- 969 968 __, _•',F' / _ +, 1 I I I tt t CP \ t \ \\ r t\ \\ t\ \t \ 1 tl�f �`\� ' �\ , x , 1 "� •� ( {� 1 1! / ` _ /' I 18. IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, x \\\`�- -- 71 - ' I I I 1Olzist \ . \ x xL xrt x,ani'� , !' % i r , , , \ l-" / I tI / I INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT REVIEW, DISCUSSION AND APPROVAL FROM THE -_-_ _ --97-- - ' I I I t 1 1 I t \ \ r \ / ! f PROJECT ENGINEER. _ _ _ -_--- 974 - - - _--- -- / fII I t , t ( r% / o r i ` , r _ _ _ s y -- ----- - _ "- _- ' ' r i I \�w.e i x, / 00 / \ _ _ --- J ~. M.i - - - - - ---- ' (} ' / /"" J t r -----------1 -'' , x ! \ "_�„�j , -r f 1 r .-_ -- '- -- x axa �c t \\ r• ' 1,�' �r� ! r 1 � / r ,aua °a°.'\� O,L 1 f i x,m,w ""_1 F 18f/ n�..` EX CB / ! O r ,✓ , \\ -- RW�>•1013.57 I\\ \ o t 1 I O\Y ' 1 / m \` i' I MEPT & MATC,M'EXISTIN,G� r 1 li n I� I i i i 1 B UMIN OUB,TRAIIL h r T r I ! i %'RIM EL=1ntt4.56 i ,/ 0%,w, i 1 INV EL=1u0O.116 m SCALE IN FEET: 1 INCH = 30 FEET APPROVED BENCHMARK INFORMATION -- (ELEVATIONS BASED ON NGVD 1988) #1: MNDOT BM 1004H. 550 FEET WEST OF NW CORNER OF PROPERTY ELEVATION = 983.80 #2: TOPO NUT HYDRANT BY SW CORNER OF SUPER AMERICA GAS STATION ELEVATION= 996.84 Engineering a Planning • Surveying 2'FRA McCombs Frank Roos Associates, Inc. 14" 2HC1 Avenu9 AbRH, Suillle 140 P&"7oLC1• Mites' • 55447 ptrone: 7631476-6010• 6L 763/476aW websib: Wwwlniaoom Client Anxon, Inc. 601 Marquette Ave S, Suite 100 Minneapolis, MN 55402 Project Hwy 7 & 41 Retail Building Location Chanhassen, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Jared F. Jones Registration No. 46610 Date: 10/14/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JJ/ZE Drawn: JJ/ZE Approved: EWM Book/Page: Phase: FINAL Initial Issue: 10/14/2008 Revision History No. Date By Submittal / Revision 10/28/08 JJ City Comments Sheet Title GRADING PLAN Sheet Number Revision C4ml Project No. ANX17252 �'- _. 'Nl c Vv/ CANOPY AB I WARNING `- J PROPOSED I I ) UNDERGROUNDl1 _f WALGREENS \ v I Ex rs GAS STORAGE f : - RIM EL-993.08 14,713 S.F. ;° V I , TANKS r :.. I NV EL=987.78 FFE=996.00 ran I WARNIN EX ca RIM-991.87 .n v I J - Y GAS ROUND' INV=982.a7 y 11 I 1=47.12 SUPER TAN r - 2 _ a r J m r . ol- 94.67 � AMERICA � - 24- =9t?°Ot?) 4 '1 .7 t i 12' R f ,I a" SAN I Gas sraTloN t` `..� Ex ca - X / hh gc? STORM MH I i _ L=986. O SArN) MH Imo• - 2A RIM EL= 997.82 i ' rs _ �-j _ 'RIM EL= 984.78 � �( � INV E EL-992.62 ' �` - -- ' I INV.)N. EL-984.78 \ - _SBL+o r,�o �qq� l l �,i INV EL-983.32 ' - c7- - _ a dp CONNECT TO EX. - T❑_ CO IN WITH ----- i ----- i I r 6"-45° BEND - - - LV _ INV N EL=9a6.93 S86`13 O� " EL--9s9.o3 l - 19 ) 6 VALVE INV E/W EL=sa�3 \Q\\ 86 LF 6" VC NVEX 4E�L=893.44 r , + D AN UT SDR26 ® 1. ° 99o.aa I ° INV=98 .61 - WATER I'll 1 I O - RRlECOT PLANS OR ELEV�984�50 - CLEANOUT r 1 I 1 Itl C / INV=986.47 V ) RCP I 1 47 LF 6" PVC ! 1 ) ■ ., 1 1Ex C SDR26 ® 1.00% INV. L=s79.20 - 6" PLUG L i� I INV=986.83I I 1 g rn CL I RETAIL BUILDING PAD FFE=994.70 I \di ) _ �- , a ACES + ,, CANOPY Ex C8 FFE=995.8 / " I 11 ) ) °� ..``t RIM EL=1003.80 _INV EL=997.40 _ 6" TEE 16" VALVE tl )) I PLUG I op Wa BENDS�,+�o-•' + FFE=995.8- `' c!r h 'q's HYDRANT 1 CONNEC TO EXISTIt�1G 6 DIP t1 V',rf E.I W/ "VALVE 1 WATERIv1AIN WITH Ex CB TEE j 1 6" VA +Yp I NAM eL_99ais 1 z ® +( %CB- 2 { 0) )4I Q I U e Fyn 7iyG EAs . R-73087 /41 I h �. Q m� ITS IM-�993.70 GNP ) i •J t I j wa g i IN 698N70 s , 104'-12" RCP 70 ACE 1 yR EXISTING RETAIL 0 1.00% ) y _ X' I l 'sr 25,970 S.F.CC �'� Z W 0 LU L -- �� I Q� _EX C8 CORE DRILL CONNECTION ) RIM EL-994.21 `^ I INV a=9ean TO EXISTING CATCH BASIN c,Oh r -'-- -------.-- � ?a GM ,' 8.67 REPLACE T INV=G88.TH ! j - - - - - - - - - - -1 \ a rGM NEENAH R-2573 "C" GRATE -- -I I a! DIP h \ \ ) � \ _ Q- Ex FES 1 f o3 INV EL=999.93 I I y n \\ U \ 12' RCp `RIM MH \ \ i r RIM EX C6=1006.67 RIM EL" 979.81 \ \ ,, ) r I I INV EL-999.67 INV. N W EL=966 r / INV. E/W EL=966.61 - c-x FEs INV EL=966.8 12' RCP \----- I LOWER CASTING TO I M Eo=9s4.5s ) 1 W �J dL INv EL,98,F95 g " -- ps� C� RIM 944.30 i 1 Cr0 REPAL CASTING WITH I � i\ Q t t/ EX ELS966.54 l �' 9`9" N H R-2573 \" GRATE 1 LN r I- y� - _ _/_I r P _If 010 RIM EL.- 897.35 !l - - ' - - - _ ) � f..,,� ' INV. EL-987.05 \ / _ _ _ EX Ci / ORA RIM 1013.57 ` uC \ C8 RI , '-RNLI EL1010.56 INV EL-7006.16 / LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER - >> C - J SANITARY SEWER 0- > -0 0- sN ----o FORCEMAIN (SAN.) 0->FM>- O 0- > �-----'Q WATERMAIN 04 ---� EASEMENT GAS LINE UG ELECTRIC UE TELEPHONE UT UTILITY NOTES THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. 1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY REQUIREMENTS. 2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF THE CONTRACTOR 3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY) CROSSINGS. 4, ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 5. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 6. ALL SANITARY SEWER TO BE PVC SDR-26, UNLESS NOTED OTHERWISE. T ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, POLY -WRAPPED, WITH 7.5 FEET MINIMUM COVER. 8. ALL STORM SEWER PIPE TO BE REINFORCED CONCRETE PIPE WITH R-4 JOINTS, AND RUBBER GASKETS. 9. RIP RAP SHALL BE Mn/DOT CLASS 3. 10. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 11. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE AND IS OF UTILITY QUALITY LEVEL 'D THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE ONE CALL AT 454-0002. PER THE ALTA SURVEY BY CORNERSTONE LAND SURVEYING, DATED 12-26-07: THE UTILITIES SHOWN HEREON WERE FIELD LOCATED PER VISIBLE STRUCTURES WHERE POSSIBLE. MANY UTILITY LOCATE MAPS FROM GOPHER STATE ONE CALL LOCATE TICKET #70715994 & 70716029 WERE RECEIVED. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. MOST UTILITIES ARE SHOWN PER PROPOSED SITE PLAN AND UTILITY PLANS RECEEVED FROM THE CITY OF CHANHASSEN ENGINEERING DEPARTMENT. THESE PLANS WERE NOT AS -BUILT LOCATIONS AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. CONTACT GOPHER STATE ONE BEFORE EXCAVATING. 12. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 13. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 14. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED BENEATH THE SOD. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 16. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. 17. SEWER AND WATER SERVICE TO SUPER AMERICA AND THE EXISTING RETAIL CENTER MUST BE PROVIDED AT ALL TIMES. 18. TESTING OF THE WATERMAIN MIST BE COMPLETED IN THE PRESENCE OF A CITY OF CHANHASSEN EMPLOYEE. CONTACT THE UTILITY DEPARTMENT 48 HOURS PRIOR TO TESTING AT 952-227-1300. 19. FIELD VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF LIGHT POLES APR,o 0 15 30 60 Engineering " Planning " &avWjng FRA tombs Frank Roos Associates, Inc. 14WO281fTAvertue Pbr11b Suite 140 P6fFXx Ct • Aft)el • 55447 #ficil: 711MIN711F8010• h: 783147"= websilb- wwwrt4acom Client Anxon, Inc. 601 Marquette Ave S, Suite 100 Minneapolis, MN 55402 Project Hwy 7 & 41 Retail Building Location Chanhassen, MN Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Jared F. Jones Registration No. 46610 Date: 10/14/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JJ/ZE Drawn: JJ/ZE Approved: EWM Book / Page: Phase: FINAL Initial Issue: 1D/14/2008 Revision History No. Date By Submittal / Revision 10/28/08 JJ City Comments Sheet Title UTILITY PLAN Sheet Number Revision C6ml SCALE IN FEET: 11NCH = 30 FEET Project No. ANX17252 FLARE TO MATCH A 5' in a ensr P L DI WIDTH OF WALK ��LIIr VARIABLE �11j5. L 7/8--1 7/16• I b ea« awe DOME SECTION 00000000 4 000000000 � o000000o rrr a>,* / c m"m»a MINIMUM 11' 12' VARIES rAtz ar L 6' 4mm 6' 3" o 0 00000 000000 A_J o0 0 12-PER FT. PLAN VIEW OF DIGONAL RAMP °' +*= TOWARD ROADWAYS DOME SPACING CURB ,..... axle a GUTTER .. 5'-4" 1 4' 0" o TOPSOIL TYPICAL o � Z 3" MNDOT 2350 LVWE45030B J .08 FT./FT. OR FLArmt� a w 6' CLASS 5 BASE o (100% CRUSHED) SECTION A -A J COMPACTED SUBGRADE 3 PER SOIL ENGINEER 0.06 FT./rT.soPE of FLARED sac IF DISTe1G CONDITIONS DO NOT PEIiWT, MAY 5' 4' . USE 0.10 FT./FT.- 0.08 FT./FT.SLOPE ) 6' S' NOTES: 1. Shape of back of buttress may vary as long as poured against firm undisturbed earth. 2. Dimension C1,C2,C3 should be large enough to make angle 0 equal to or larger than 45°. 3. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 4. @ = 45' Minimum. S. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal @ - Sea no 7 B NOTES: PLAN 90' BENDS 6' 3"1 4' 0"min. 6' 3" 8 7 1. Shoulders to be backfilled and restored with 3" of topsoil and 9 8 re -vegetated with sod or seed / mulch. ELEVATION OF RAMP o' 9' 2. The contractor or developer shall supply a 2 year 100% maintenance `� 1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTD M 213. band upon city acceptance. ® WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN 3. This detail / specifications are minimumn requirements, additional design THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL may be required depending on existing sub -grade soil conditions. CONCRETE SHAL CD 6' TO 8" IS THE REQUIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF 4. Bituminous trails may not be constructed on unsuitable soils. No waste IN CONTACT W11 CURB. THIS QUADRANT © ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0" MIN. IN DIRECTION OF TRAVEL AND SHALL material, block dirt, or organic soils allowed. OF PIPE EXTEND THE FULL WIDTH (4' 0" TYP.) OF THE CURB RAMP. THIS 2' 0' BY 4' 0' WIDTH (TYP,) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A LIGHT COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A "WHITE" OR LIGHT GRAY CEMENT COLOR. © SURFACE APPUED TRUNCATED DOMES OR STAMPED CONCRETE WILL NOT BE ALLOWED. ® TRUNCATED DOME AREA SHALL MEET THE CURRENT MNOOT STANDARDS FOR DETECTABLE WARNING SYSTEMS. (f ff OF PEDESTRIAN QPIOF BITUMINOUS WWI CURB RAMP TRAIL REVISED: 2-08 PLATE NO.: REVISED: 2-08 PLATE NO.: ENGINEERING DEPARTMENT 5215 ENGINEERING DEPARTMENT 5216 FILE NAME: G: ENG SPECS 5215 FILE NAME: G: ENG SPECS 5216 v, DROP LID 7.5' Minimum cover required x WATER Tyler No. 6860 p Mueller No. H-10361 over top of water main. w m i Bibby -Ste -Croix No. B-5150 PROVIDE VALVE STEM RISERS O J H Sigma No. VB2600W TO WITHIN 6" OF THE SURFACE i0 ¢ Q IF THE DISTANCE FROM N THE TOP NUT OF THE VALVE TO ZO THE SURFACE IS GREATER THAN 8'. a 1 W - o Grade ww ¢a 3 a:Z x m a >Q ° 0 o U D muU o 1-24 - �• TOP Adjust top to 3/4" below a`a >, t` I'-' a 'NIW ,L `� in a a Tyler No. 6860 26" grade. Box to be set to o _0 O it m 8 w Mueller No. H-10361 26" provide 12" of adjustment. 3 a IN O N i o Bibby -Ste -Croix No. V8502 27" Z a: L o N ¢ m Sigma No. VB63OG p 0 o F O i Sigma No.V6630 c a <,-. x w �' a Tyler No. 6860 o a x a Lu z a o Mueller No. H-10357 '° w o c' o. 3 z i EXTENSION Bibby -Ste -Croix B-5001 v o S x i < Tyler No, 58 14" Gate valve box, screw type, y .0 m o N < awe No. 59 18' 3 piece, 5 1/4" shaft, size U rn z N w1 �� x No. 60 24' G box, 7'-6 extended, n �� \ J �23i Mueller No. 58 14 #6 round base col E z a Z c' rc B No. 59 20" 3 F<. 2 ¢ 10 Q i x Bibby -Ste -Croix U, m 'XVri ,9-L r x<i< V8520 No. 57 9" GATE VALVE ADAPTER: 1/4 y o w w a a V8521 No. 58 14" STEEL WITH PROTECTIVE m oa F VB522 No. 59 20" COATING, 1/2" RUBBER 3sa V8523 No. 60 26" GASKET INSTALLED BETWEEI = a Tau -M iio Sigma No. VB630 THE GATE VALVE AND rn // GATE VALVE ADAPTER. 0) Q Z! Z � z zi Wi z. BOTTOM F •I -OF \\l ao: 'r' wj Tyler No. 6860 65" eT _� Mueller or American a �z�o J xirnF ra Mueller No. H-10361 65" t oiou� ww cYiW� �C"<, u'mm Bibby -Ste -Croix No. VB516 60" Flow Control m � Zz a o00 <IeMca m Sigma No. VB6302 60 Resilient Wedge Valve m . o I ¢¢ a: to aio�w=I 0 Conforming to AWWA w w a U ?�R''c1 a~W m Sao' Z r0NNF Valve and pox to be C-515-80 standards p t- p¢¢ o ¢ w i z v?0 z z plastic wrapped per with all stainless steel a oO Nqq w�3Uo a`�I"aT r5�> ��ZR.,w BASE section 2.03a >. w '� c� mw F O Q a Q nuts &Dolts. _ ul' n x > U� � W Uo N m N N x Z' rc x M=ZM LO OON�N =a0 (�J\Q p 05 �a3iaa FO�F ZJJCRHw ZmU ^ Omani"{ rsi ui r ¢Wa¢ U V) W tO U U rD mt-> W _J Z rcrca� iw�ci wLd vaia ie =tnwo�v) _ `^ d 18"X18"X8" concrete block CO'IOF TYPICALOF GATE VALVE CW HYDRANT AND INSTALLATION O INSTALLATION REVISED: 2-08 PLATE NO.: REVISED 2 OB PLATE NO.: ENGINEERING DEPARTMENT 1 004 ENGINEERING DEPARTMENT 1 006 4" CONCRETE WITH 6 x 6 - 10 x BITUMINOUS SURFACE 10 WIRE MESH - JOINTS 5.0' O.C.d: 1" R. VARIES 2" SLOPE 02.0% :a 0 4" SAND BASE 45° 10 8- INTEGRAL CURB/SIDEWALK • HEIGHT VARIES - SEE GRADING PLAN PROPOSED EXISTING PAVEMENT JOINT DETAIL N..S. N.T.S BUTTRESS DIMENSIONS PIPE 22 1/2° BEND 45° BEND 90' BEND/TEE SIZE BI D1 B2 D2 83 D3 6" 1'-5' 1'-5" l'-5" 1'-5' 2'-l" 1'-6" B" l'-5" t'-5" 2'-l" V-6" 2'-8" 2'-0" 12' V-10" l'-10" 3'-4" 2'-0" 4'-9" 2'-6" 16" -0" 2'-0" 3'-10" 3'-0' 6'-2" S-6" 20" 3' 6" 2' 8" 5'-6' 3'-4" 8'-4" 4' 0" 24" 4'-4" 3'-0' 6'-10" 3'-10 9'-8' 5'-0" 30" - - 9'-3" 6'-0" 17'-0 6'-0" PLAN 45' BENDS @ - See r SECTION A -A PLAN 22 1/2° BENDS 0CHEMWIOF CONCRETE THRUST �DB�D�1�11 BLOCKING . ENGINEERING DEPARTMENT - PLATE No 1002 1 /2"r 1/2'r III 3"r Top Bituminous Material 1 /2'r ' slope 3 4" er ft MnDOT B618 Concrete Curb and Gutter 8" 18" NOTE Surmountobb Curb & Gutter to bei transition" Into a B618 tW. at ostcnbasin. Catohbasin Frame & Grote Neenah R-3067-V or P Vs Grata. t A, `moo- 0' '2s CNeamal, R- to be depressed 2' anc. to (: " lgbl. SF' beloe deelgn gutter are grade. 3" 1/2"r Top Bituminous Material A " Neenah R-3067-VB andl be ua" at a!I I Pointe. /i'PPeer N MnDOT B612 •' •":w Concrete Curb and Gutter tea" > N Su mountd Ie aanar.l. ISOMETRIC \ NOTE: Curb & Gutter No Scale • 12' ^ For Use Only with Private Driveways, 2 - /4-60• Long Parking Lots, or Medians. Rebore Each way 28"R 12"R 16" r-Top Bituminous Material 68"R ` c SURMOUNTABLE o-',t/2"�::.�'-•�'';'•` c 5' Min. Transition N Concrete Curb and Gutter o \ N ..•17 1/2" 10.1/2" u ^ o. Top of X Curb 28" w 4' 8' 1 1/8"r Design gutter line grade a Bituminous Bituminous Curb Surface 6" Shoe Formed SECTION A -A No Scale N I(gyp �+�tMTPIOF TYPICAL CURB 10F AND GUTTER 0 0 :2-08 PLATE NO.: REVISED: 2-08 ENGINEERING DEPARTMENT 5203 24"x36" slab opening for Neenah R3067-V or equal Manhole Frame and Cover Note: "1/1 BARRIER- INNER 1•_ HOPE OR 1- V Grate shown MANHOLE RING SEAL �- PRECAST CONCRETE 2- VB Grates shall be used of all low AS MANUFACTURED BY STRIKE PRODUCTS" ADJUSTING RINGS points. OR APPROVED EQUAL Neenah R3067-V casting and PRECAST, BLOCK, OR BRICK MANHOLE CONE-� ' 27" MASTIC SEAL grate or equal. CORBEL PLAN Minimum of 2 maximum of 5-2" A n 6" Conc. collar concrete adjustment rings with full d beds of mortar. Precast concrete or HDPE adjusting rings. n E Varies 4 -0 Typ. n 5" m 6" 2 a - b T •' Q O a 6" precast reinforced c. mcrete slab. Top of barrel section under top slab `w� \ to have flat top edge sealed with Q 2 beads of Ramnek cr equal. 48" INFI-SHIELD EXTERNAL SEALS All joints in manhole to have AT BARREL AND CONE "O" ring rubber gaskets. SECTION JOINTS ON SANITARY APPLICATIONS OR Precast concrete section APPROVED EQUAL AS NOTES: REQUIRED BY THE ENGINEER. 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures are allowed. Manhole steps, Neenah R1981J or equal, 16" o.c., Aluminum steps NOTES: approved. 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. CASTING SHOULD NOT REST ON SEAL. Minimum slob thickness, 6" for 14' 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL. 5 RINGS OR NO RINGS. depth. Increase thickness 1" for 3. NOT TO BE USED WHEN THERE ARE MORE THAN each 4' of depth greater than 14' 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY and reinforce with 6"x6" 10/10 mesh. UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope grout 2" toward invert. 01>I� 2-08 LATEX OR EPDXY 12x12 TRUNCATED MODIFIED CEtdENT DOME PAVERS W/ MORTAR LEVELING SEALED GROUT JOINTS COURSE ' . -O"MIN. OR FULL RAM t N A ACCEPTABLE PAVER MANUFACTURERS: -HANOVER ARCHITECTURAL PRODUCTS, DETECTABLE WARNING PAVERS, www.hanoverpovers.com/html/detectable.htmi -TekWayT"' - DETECTABLE WARNING SYSTEM www.stronggo.com/ourproducts.htmi -Nu Way, CAST IN TACT, DETECTABLE WARNING PAVERS www.nuwayinc.com/CAST-IN-TACT-l.pdf SECTION AT ACCESSIBLE PARKING AREA CATCH BASIN �6iliOF MANHOLE PLATE NO.: REVISED: 2-08 ENGINEERING DEPARTMENT 3102 FILE NAME: G: ENG SPECS 2109 EXISTING SECTION PROPOSED ALTERNATE SECTION IN EXISTING BITUMINOUS VARIABLE 2.5"-4.5" EXISTING CLASS V VARIABLE 4"-6" EXISTING SUBGRADE .•a •• •: 6" PCC PAVEMENT, MN/DOT SPEC 2301 rrr�rr' r�rr�r�r� • • &I BARRIER ENGINEERING DEPARTMENT PLATE NO.: 2109 2 MV WEAR, MN/DOT SPEC 2360 3" MV NON -WEAR, MN/DOT SPEC 2360 EXISTING CLASS V TO REMAIN CONTRACTOR TO VERIFY MIN. 4" DEPTH CONTRACTOR SHALL REMOVE CLASS V TO ALLOW FOR 5" BITUMINOUS SECTION ALTERNATE HEAVY DUTY ASPHALT PAVING E\\N 1 1/2" ASPHALT SURFACE OVERLAY, MN/DOT SPEC 2350 TACK COAT, MN/DOT SPEC 2357 --------------------------- ---------------- ---- EXISTING PAVEMENT ��- BYBSOILSEENGIN ER TO BE APPROVED NOTES: 1. CONTRACTOR MUST GRIND EXISTING ASPHALT ADJACENT TO ALL EXISTING GUTTER LINES TO ALLOW FOR UNIFORM OVERLAY. 2. EXISTING PAVEMENT SHOULD BE CLEANED AND SWEPT AND ANY CRACKS SEALED, PRIOR TO OVERLAY. ASPHALT OVERLAY N.T.S. 2" c .o 5' Min. Transition o 'n 0 x W 2 - #'4-60" LONG Rebors Each way Frame & Casting CURB CONSTRUCTION AT CATCH BASIN PLATE NO.: 3106 ENGINEERING DEPARTMENT 6'z8•x14' TOE NAIL WITH BLOCK 12d GALV. COMMON NAIL Z///''' 6%8" SAWED WOOD POST / SPACED O 6'-3' -5/8' DIA. BOLT GUARDRAIL ELEMENT N1TH 1-3/4" O.D. FASTENERS STEEL WASHER CURB N 8" o 0 I 24" I-1 CONTRACTOR SHALL FURNISH AND INSTALL GUARDRAIL, POSTS, FASTENERS, AND ALL NECESSARY PARTS REQUIRED TO COMPLETE THE INSTALLATION. STRT-09 M 1 RA 05/06 STANDARD GUARDRAIL _'Er Ass Frank Roos NO SCALE Associates, Inc. 1.5" MV WEAR, MN/DOT SPEC 2360 1.5" MV NON -WEAR, MN/DOT SPEC 2360 7" CLASS V (CRUSHED AGGREGATE BASE) MN/DOT SPEC 3138 SUBGRADE TO BE APPROVED BY OWNER REPRESENTATIVE STANDARD DUTY ASPHALT PAVING N. T. S. 1 APPRC3\ HEAVY DUTY ASPHALT PAVING 2" MV WEAR, MN/DOT SPEC 2360 2" MV NDN-WEAR, MN/DOT SPEC 2360 7" CLASS V (CRUSHED AGGREGATE BASE) MN/DOT SPEC 3138 SUBGRADE TO BE APPROVED BY OWNER REPRESENTATIVE Engineenng . Planning • Surveying CMM F R A McCombs Frank Roos Associates, Inc. 1480028BT AMMn4j6 NOItlL Suit 140 P6#1`1I TCT • Mrnfesoffi 55447 phone: 76T478­6010.16x: 78W476-8532 wed: WVVWM%8C01R Client Anxon, Inc. 601 Marquette Ave S, Suite 100 Minneapolis, MN 55402 Project Hwy 7 & 41 Retail Building Location Chanhassen, MN Certification 1 hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Jared F.Jones Registration No. 46610 Date: 10/14/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JJ/zE Drawn: JJizE Approved: EwM Book / Page: Phase: FINAL Initial Issue: 10/14/2008 Revision History No. Date By Submittal / Revision 10/28/08 JJ City Comments Sheet Title CIVIL DETAILS Sheet Number Revision C901 Project No. ANX17252 - - - '' - --_--� r/ ate'/' � � ---- - ----- `\ ,, �\ ,`, ♦`` It l t CO I 0l 0)0) (� /) irr /'t /' / i i / , 11 ' 0) / r � ry'/ `.,J 0 TREE Pf OTEIbTIPN FPNCE / it i CLEAEXISTING TREES, j TO THEEAST OF NCE/ + li I ,'J rl+ Irr ill // IJ/` rr/ rf It N it; tot I l l i i t I ( REMOVE EXISTING BUILDING, I PAVEMENT & CURB t � II I I I I I I I i �• ,''/ ! I I I11 1;1;11lIII / I I I 1 FIELD LOCATE EXISTING GAS SERVICE (APPROXIMATE LOCATION SHOWN) COORDINATE REMOVAL LIMITS WITH GAS UTILITY I II i FOR NEW SERVICE TO PROPOSED BUILDING l l i , (REFER TO UTILITY PLAN SHEET C6.1) tI tl t+ It REMOVE EXISTING HYDRANT \ \ tt t\ 11 \I t t PIV, & VALVES i J ' \ kk + + I TREE PROTECTION FENCE -r , CLEAR EXISTING TREES " I `\ It i . `, \t \ \ `, TO THE EAST OF FENCE \, \\ : �ti • +t �tt1t t`t \\ t`+ +` t + "+ '++ \ ++\ I++ `+` I i I ' + i It ttt \ +`, +\ , �O F`, �', i i O A. REMOVE EXISTING I TRASH ENCLOSURE 99( , `♦ �, \ + `I MOVE EXISTING \ ++ \ `, `♦ 9O \ ` \ I \ \ `t + t TREES + \ ♦♦ \ 1. ++iIII !, t \ �\ \`� �`. `♦ \� `♦� `\ i i I i i r' i i REMOVE — �� C �`� �``, �`♦�`. I`♦ i i i 1 i i i i C EXISTING CURB 98S �` ♦`.� 1 4 " 5 i 1 t' +1 I 11 l BRIM EL=994.09 \ t INV EL=974.69 REMOVE & SALVAGE EXISTING \�`�`. `♦ `� + CATCH BASIN CASTING \ + 9�s it i 1 it Ik + ++\ I�, SAWCUT & REMOVE EXISTING It\ + I' BITUMINOUS PAVEMENT it i (Q 11 1 i 00 l i tl 1 11 +I I I (i'v�'/ / V / tli' M1+ Cn Il I v r �IM1 1 11 �' t111 I''iili'iIIiI I i a_ 1 +I M1i I`,I IIiII r 1 iiilll I i i ¢ _ / N +I � v II it I - — — — — — — — — — — — —_-- "" 1 / I 1 t \ t '------ I' 4 , COil [(C\) r/-) I -1--,I I EXISTING CASTING ran TO REMAIN 0 { v LT -1 F i-Y6 030 '44"L SAWCUT EXISTING `BITUMNOUS SURFACE BITUMINOUS PAVEMENT f � - I^ S t REMOVE EXISTING ^ ,' PAVEMENT CURB & CUC) ° I CVD CONCR / WARNING -- LT UNDERGR( I LT GAS STOF TANKS --_S86°3C SAWCUT & REMOVE EXISTING -- BITUMINOUS PAVEMENT FOR NEW SEWER INSTALLATION - -uL \ -99 l LEGEND 0 FOUND MONUMENT WATERMAIN — — — — — EASEMENT LINE 2 SET MONUMENT c0 > —Q SANITARY SEWER — - — - — - — SETBACK LINE 13 ELECTRIC METER —>> STORM SEWER — o — RIGHT OF ACCESS -* LIGHT >> FLARED END SECTION CONCRETE CURB 9M AIR CONDITIONER uE —TP ELECTRIC TRANSFORMER BUILDING LINE E- GUY ANCHOR ___0 TELEPHONE PEDESTAL --r--�----- BUILDING CANOPY HANDICAP STALL l� us —C GAS METER I 1 BITUMINOUS SURFACE 'Q UTILITY POLE -- — OVERHEAD WIRE CONCRETE SURFACE ■ GUARD POST —o— CHAIN LINK FENCE • BOLLARD —t— IRON FENCE LANDSCAPE SURFACE SIGN —x— WIRE FENCE • DECIDUOUS TREE —o— WOOD FENCE __S( CONIFEROUS TREE REMOVALS • PARTIAL REMOVAL DEMOLITION NOTES 1. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL EXISTING ON -SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. 2. THE CONTRACTOR IS CAUTIONED THAT "THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL "D". THIS QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF Cl/ASCE 38-02 TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1-800-252-1166). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). 3. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSING IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES AND IN ACCORDANCE WITH APPLICABLE CODES, OF ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. 4. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 5. THE CONTRACTOR SHALL COORDINATE WITH THE CITY PRIOR TO THE DISCONNECTION, REMOVAL AND/OR RELOCATION OF PUBLIC UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE CITY CONCERNING PORTIONS OF WORK WHICH MAY MAY BE PERFORMED BY CITY FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE CITY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 6. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE DISCONNECTED, REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OF WAY DURING CONSTRUCTION. 7. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., TO THE BEST PRACTICES AND APPROVED BY THE CONSTRUCTION MANAGER. 8. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 9. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 10. CONTRACTOR MAY LIMIT SAW -CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ITS REMOVAL AND REPAIR. 11. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. DAMAGE TO ANY EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 12. EXISTING STORM, SANITARY & WATERMAIN PIPES TO REMAIN UNLESS OTHERWISE NOTED. 13. REFER TO THE SWPPP FOR ALL EROSION AND SEDIMENT CONTROL MEASURES THAT SHALL BE INSTALLED PRIOR TO THE CONTRACTOR COMMENCING DEMOLITION WORK. CITY OF CHANHASSEN NOV 01 2008 C40INEERING DEPT. 0 10 20 40 SCALE IN FEET: 1 INCH = 20 FEET (APPROVED 1� CONSULTANT Engineering Planning • Surveying RAe� McCombs Frank Roos Associates, Inc. 14800 28th Avenue North, Sude 140 Plymouth • Minnesota • 55447 phone: 763/476-6010 • fax. 7631476-8532 wehsde: www.mfra.com PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS'CONSULTANT 1❑ SECURITY 10 LANDLORD'S CONSULTANT ❑ 24 HOUR STORE ALL CONSTRUCTION WORK, BY. UNLESS NOTED OTHERWISE, ❑ WALGREENS' CONTRACTOR ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW ........ ® NEW.......... REMODELING... ❑ EXISTING...... ❑ RELOCATION... ❑ NEW SHELL ONLY ❑ OTHER . ... ❑ THIS PROJECT HAS BEEN DESIGNED TO THE FOLLOWING WALGREENS CRITERIA (AS MAY APPLY) 1. CRITERIA FEBRUARY 2007 2. ALL 2007 CRITERIA CONSTRUCTION BULLETINS THRU 1>020743 DFVEIOPFR: anxon OA40 IN�. 601 Marquette Avenue South, Suite 100 Minneapolis, MN 55402 (612) 341-9148/Fax: 341-9131 CITY OF CHANHASSEN TENANT- wao FAZZA" FACILITIES PLANNING, DESIGN & ENGINEERING 106 WILMOT ROAD DEERFIELD, ILLINOIS 60015 CERTIFICATION AND SEAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Erik W. Miller Registration No 41326 Date: 08/27/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. 11/03/GB CITY COMMENTS 2 10/22/08 PER WALGREENS FIRST RENEW COMMENTS 10/01/08 CITY COMMENTS — PATH ALONG 41 09/30/08 CITY COMMENTS 09/19/08 REVISED BOUNDARY LINE 08/27/08 CITY SUBMITTAL 08/22/08 WALGREENS REVIEW 08/08/08 OWNER RENEW NO, DATE BY DESCRIPTION CONST. REVISIONS W"O 2499 STATE HIGHWAY NO. 7 CHANHASSEN, MINNESOTA (SWC) STATE HIGHWAY 7 & STATE HIGHWAY 41 (HAZELTINE BLVD.) PROJECT LOCATION DEMOLITION PLAN DRAWING TITLE DATE: 08/15/08 STORE NO. DRAWING NO. 12434 DRAWN BY: J.F.J SCALE: Uml RELEASEDTO REVIEWED CONSTRUCTION BY: E.W.M. N/A WALGREENS 2007 CRITERIA - THRU BULLETIN bG2E1742 b02O758 t 7�T WALGREENS MONUMENT SIGN S800O`� {0 ?i �r (RE ERPTOFARCHNDATION PLANS FORVDETAI S) FIELD VERIFrIF "DO NOT ENTER" -SIGN ARE G`6�1 RENTLY IN PLACE. _ F ER i I TRANSITION TOFULLCUB HEIGHT ^ l •' T - - - - - - - - - - - - - - - - - - - - - - OVER LENGTH OF STALL- --_--- _s--®_.-- o ®� �� _---L=15. /ry 1 M BIKE 8 I : R= 1 Q, 00 I I (REFER TO ARCH I i PLANS FOR DETAILS) • a O N < A_= 9 0 °Q 0 (TYP) IT _ _ a Y' 15 � 'p -------i I . ° I h LU� ..L.... ti0 ° I ° N �^ °...r. T1 S'86030'44"E .. PC 11Y✓✓ �� t i G WIDE DETECTABLE WARNING SURFACE �° 7 REFER TO SHEETS ADA & 5 b I. :•:;# - v I I I I ° }.... . ( C9.1 FOR FURTHER DETAIL o:PRORi?SEE?.� 0 LINE II I 4 �•. o m 12 I i '1.'.'..•.•.•.•.•. oo •.I 11 I ..... g.....'.�.'.'.'.'.'.'.'.'.'.' I STANDARD -DUTY i i ! 0) ( I BITUMINOUS PAVEMENT O ° Ica' ....::.:;.:.:.:.:..4.......... PROPOSED(TYP) 26-(TYP) 26'- 18' I ......... TYP .WALGREENS LT ::. 1,4" LU.... , .. ON .I )". .... o)'• I I FFE=996.00 i a p ... ti z N I VACATE XI TI RAINAGE i 4'2 f' f U LITASEMENTYV I _v i INTEGRAL CURB/SIDEWALK - 6612 Cf1R6 G (TYPICAL}... TRASH COMPACTOR I (SEE DETAIL) si'. ° R25 .. }; & ENCLOSURE �� ...:. (.- T ,/ ry REFER TO ARCH _END B612 CURB & L= 't / . ( _ I -I �' GIN INTEGRAL I SThh1UARD�[lU ' I D= r,0 PLANS FOR DETAIL) , CONCRETE -L CURB o �TVMINO�}S. Rq' M li c] DRIVE -UP LANE i' N I ;.L ...'............ .. . _ n {� o PEDESTRIAN ( }:'.'.I'...... `c� =90 I LINE OF -' ° . ...... ................ CURB RAMP -)0 �' , .. I s ....... ... - - - 5 CANOPY ABOVE _ a 1 � _I o I. D. 50'- .:d. ..�. - - 30 \r-J' 2 ' A• - n TOTE ENCLOSURE a .. v "' .. ' . ' " _.. - P ..'... 7 4 d01g 6 :: (REFER TO ARCH :. . : . ' °,' 6 . 0 • 6 7 - o tk - �raD 8..... PLANS FOR DETAIL) • . T `. - --- �a '• �y S86013'46"W 9 PROPOSED LOT LINE IQ HEAVY- 1 s 194.48 I pc,� / R2• J. CONCRETE PAVEMENT I S JOINT DETAIL ON SHEET C 3) ' , : ' ' •, �'• 8 1 �� _ 10 N9111111; LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER >> C --- -- Ss ----o SANITARY SEWER > 0- SIN FORCEMAIN(SAN.) 0- > FM > 0-->rM>--0 WATERMAIN ►� - I -- EASEMENT GAS LINE UG G ELECTRIC UE uE -- TELEPHONE UT u1-_..... .. - STANDARD -DUTY BITUMINOUS (REFER TO DETAIL SHEET C9.1 FOR SECTION) HEAVY-DUTY BITUMINOUS �•U (REFER TO DETAIL SHEET C9.1 FOR SECTION) HEAVY-DUTY CONCRETE (REFER TO DETAIL SHEET C9.1 FOR SECTION) " r.1 1.5" BITUMINOUS MILL & OVERLAY BITUMINOUS REPAIR/REPLACEMENT (REFER TO DETAIL SHEET C9.1 FOR SECTION) �.. _ • �.. (HEAVY-DUTY UPGRADE) ' ' ' ' � DEVELOPMENT SUMMARY - OVERALL SITE SETBACKS FRONT YARD 35 FEET REAR YARD 30 FEET SIDE YARD 15 FEET MINIMUM LOT SIZE 15,000 S.F. ZONING BN - NEIGHBORHOOD BUSINESS DISTRICT BUILDING AREA PROPOSED WALGREENS 14,713 S.F. PROPOSED RETAIL 4,500 S.F. EXISTING RETAIL 25,970 S.F. TOTAL BUILDING AREA 45,183 S.F. PARKING REQUIRED: 5 SPACES / 1,000 S.F. RETAIL 226 SPACES PROVIDED ON PARCEL A 48 SPACES PROVIDED ON PARCEL B 179 SPACES TOTAL AVAILABLE 227 SPACES OVERALL SITE DATA (PARCEL A & PARCEL B) OVERALL SITE SIZE 281,969 S.F. / 6.47 AC. PROPOSED MAXIMUM IMPERVIOUS 182,985 S.F. / 4.20 AC PROPOSED MINIMUM PERVIOUS 98,984 S.F. / 2.27 AC MAXIMUM PERCENT IMPERVIOUS 64.9% PARCEL A LOT SIZE 63,336 S.F. / 1.45 AC. PROPOSED IMPERVIOUS 40,874 S.F. / 0.94AC. PROPOSED PERVIOUS 22,462 S.F. / 0.51 AC. PERCENT IMPERVIOUS 64.5% PARCEL B LOT SIZE 218,633 S.F. / 5.02 AC. CURRENT IMPROVEMENTS PROPOSED IMPERVIOUS 136,167 S.F. / 3.13 AC. PROPOSED PERVIOUS 82,466 S.F. / 1.89 AC. PERCENT IMPERVIOUS 62.3% FINAL BUILD -OUT MAXIMUM IMPERVIOUS: 142,111 S.F. / 3.26 AC. MINIMUM PERVIOUS: 76,522 S.F. / 1.76 AC. MAXMMIM PERCENT IMPERVIOUS: 65.0% DEVELOPMENT NOTES 1. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT. 2. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 3. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4. ALL PARKING STALLS TO BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. 5. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS. PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 6. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS 7. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL FOR EXACT LOCATIONS. 8. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS. AND LOT DIMENSIONS. 9. CONSTRUCTION OF SIDEWALKS (RAMPS) WITH A SLOPE GREATER THAN 1:20 OR 5% SHALL COMPLY WITH ADA STANDARDS. A SLIP RESISTANT SURFACE SHALL BE PROVIDED ON THESE SIDEWALK SURFACES. HANDRAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS ON BOTH SIDES OF THE SIDEWALK (RAMP). 10. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRNEWAYS AS REQUIRED BY CITY. 11, STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. 12. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDES OVER ALL PUBLIC UTILITIES AND UP TO THE HIGH WATER LEVEL OF ALL PONDS 13. REFER TO WALGREEN'S STANDARD SPECIFICATION FOR FURTHER INFORMATION SITE KEY NOTES O YELLOW PAINT LANE STRIPING & DIRECTIONAL ARROWS ON BITUMINOUS PAVEMENT (REFER TO DETAIL SHEET C9.1) 0 YELLOW PAINT LOADING ZONE STRIPING WITH BLACK OUTLINE ON CONCRETE PAVEMENT 0 YELLOW PAINT DIRECTIONAL ARROWS WITH BLACK OUTLINE ON CONCRETE PAVEMENT (REFER TO DETAIL SHEET C9.1) O ACCESSIBLE PARKING SIGN (REFER TO DETAIL ON SHEET C9.1) 0 ENTRY BOLLARDS WITH POLYETHELENE COVERS WITH 5'-4" CLEAR SPACING AT MAXIMUM. (REFER TO DETAIL SHEETS C9.1 & C9.2, AND ARCH PLAN AO.1 FOR EXACT LOCATIONS) O PAD MOUNTED TRANSFORMER WITH BOLLARDS i APPROVED (REFER TO ARCH PLANS FOR DETAILS) O7 30"00" OCTAGONAL REFLECTIVE STEEL STOP SIGN, SET BACK CLEAR OF TRAFFIC (MN/MUTCD 131-1) O LIGHT POLES - REFER TO SITE ELECTRICAL PLAN, SHEET EO.1 FOR EXACT QUANTITY & LOCATIONS FIELD VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO INSTALLATION O 30"40" REFLECTIVE STEEL "DO NOT ENTER" SIGN (MN/MUTCD R5-1) CONSULTANT' Engineering • Planning • Surveying FRA McCombs Frank Roos Associates, Inc. 14800 28th Avenue North, Suite 140 Plymouth • Minnesota • 55447 phone: 763/476-6010 • tax: 7631476-8532 webs#e: www.mfra.com PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT 1❑ SECURITY ® LANDLORD'S CONSULTANT ❑ 24 HOUR STORE ALL CONSTRUCTION WORK, BY: UNLESS NOTED OTHERWISE, ❑ WALGREENS' CONTRACTOR ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW.......... 0 NEW ......... REMODELING... ❑ EXISTING...... ❑ RELOCATION.., ❑ NEW SHELL ONLY ❑ OTHER........ ❑ THIS PROJECT HAS BEEN DESIGNED TO THE FOLLOWING WALGREENS CRITERIA (AS MAY APPLY) 1. CRITERIA FEBRUARY 2007 2, ALL 2007 CRITERIA CONSTRUCTION BULLETINS THRU b02O743 DFUTLOPFP- a.nx0n INC. AL 601 Marquette Avenue South, Suite 100 Minneapolis, MN 55402 (612)341-9148/Fax:341-9131 CITY OF CHANHASSEN TENANT: W"9A"000" FACILITIES PLANNING, DESIGN & ENGINEERING 106 WILMOT ROAD DEERFIELD, ILLINOIS 60015 CERTIFICATION AND SEAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Erik W. Miller Registration No. 41326 Date: 08/27/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. 11/03/08 CITY COMMENTS 2 10/22/08 PER WALGREENS FIRST REVIEW COMMENTS 10/01/OB CITY COMMENTS - PATH ALONG 41 09/30/08 CITY COMMENTS 09/19/08 REVISED BOUNDARY LINE 08/27/08 CITY SUBMITTAL OB/22/O8 WALGREENS REVIEW OB/O8/OB OWNER REVIEW NO. DATE BY DESCRIPTION CONST. REVISIONS W"Wg 2499 STATE HIGHWAY NO.7 CHANHASSEN, MINNESOTA (SWC) STATE HIGHWAY 7 & STATE HIGHWAY 41 (HAZELTINE BLVD.) PROJECT LOCATION SITE PLAN DRAWING TITLE DATE: 08/15/08 STORE NO. DRAWING NO. 12434 DRAWN J.F.J SCALE: BY* C11 RELEASED TO REVIEWED CONSTRUCTION BY: E.W.M. N/A '`' _ - - -- \ t: `I* ` PROPOSED EXISTING % 98&, - `\ 993.2 993.4 ; 11 ,\ I ', 1i .kt! `. LEGEND �` �\ xt9934` IN \ 9`,, CURB & GUTTER \� `I� X 4926 \ STORM SEWER > . ' _ \ ``I ��, \` SANITARY SEWER �- > --0 0- SN ---0 - I` IN ``\It `. FORCEMAIN (SIN.) C+--> FM> --0 -- > u >O '/- '!'''� i _ e - /�. '� ' J'I _ ' ` ._. "`.``\ `\ ``� \ \`\ `•``.` x 992.71 \`V WATERMAINoo----L----�- .K993.1! i / 1-X-g9g?-- ,� i '` ,-""\ \``\ `\ `t\ `\ \ `` ` I -_ X 9�Z ` �RNUGAMtbl-EM�KENOY 60FtO `\tt `�' I � 992.81 -- ----- - f x 993.3 !� { _ EASEMENT S _ �'- GAS LINE uc ST6BIL�oWTji �YtIRIFRAP ` X 993.4 ' -'rl - f ,9- f ----------------- ----- - ` x ssas ELECTRON uE 1 Y �e� V tJ L� __ _ J - - x E9'a.T- s93s TELEPHONE U �. j + [ _� `f-/ : '' r ♦j / / r / ; , , -995_ 305.5•G 94.4 --- --- !� -- SPOT ELEVATION 9X5 962.5 - t- XX BB �- // i i i / / / / I / X 994. X 995.6 x 994.5 _ CURB HEIGHTS a.`_ \_ .4`- ____--� -r CONTOUR 902 - ------ X 99 ss --- _ 99rJ ! �h� RIP RAP CO (� / r / / / r , - NSITION 994.3 X 4 ` `[ -' 7 --LT.//� r EOF -- � 1' / �/ / r ' ' Q96.a 99t.g : 95.65 • rqi„ x s45.8°� x 47 ii i / .' 3.9 j�= ! lj. 1 OVERFLOW ELEV. XXX.X Cf, -\` 96.E o9 , ,. J 1 f 95.50 .0% .` O `. J STANDARD -DUTY J i r jr r Or 1 5.70 / p� 4.20 t ti, p (REFER TO DETAIL SHEET C9.1 FOR SECTION) 4. x sss. MA H C99 BITUMINOUS 4 RIM L r < 3.5 T >> 95 8 9a.3 t vl _ ` s94' 94.8 ACH 443'7 r'. X 993.3 HEAVY-DUTY (REFER TO DETAIL SHEET C9.1 FOR SECTION) r r / 993 5.7fl7 1 ! t i' •'»' = s x BITUMINOUS i /r x i01 O 994 995 951 v' ° 0 9 95,35 2.0% a.z T'' 3 LT ! t r j Ot - --- ----- ------- �° -_ 93.8'3 a HEAVY-DUTY „. 1 ! 1 1 1 ..._ �! W / I 1 I _----- 95.85 4 993. --- I i + i i / j r, r j I O - '-- I I g \` "31 /} /� r. (REFER TO DETAIL SHEET C9.I FOR SECTION) !! it ( + i rn^ 95.95' i 95.5� .� o 30.a t �.7ynt[l(/�iV �(y/dry/ /)} '} }7/, CONCRETE 1 I ! rt+ ,rr ,! %/ r! r rW 1 ' I I I t I X 995.1\ X 994.9 4 -4 0 - lD T- '`--4J \.f_pV V ' 7 ij i i r r r' i / ' I ( , X 99IX 995.2 \ x�s.�TXOPERAxf HEAVY MACHINERY IN x 9lA o Q NGABDEK'WA DURING CONSTRUCTION MEET AND M CH - * 95.70-,_ 94. 5 994.2 3g;{, I EXISTING PAV VENT __. .5 -4 t 67% - I .,.... p0 g 9Q53995.2X 3,♦ „o., 11.,,� 93.85 'I(,995.� ■ J :BX 995.2 x 995.2 g �95, n .Y ...... - 1 -. X 9 .,91 X 995.'8' .1 , o TIPPED OUT 004. 93.80 4 2'� B.612 CURB I i 1 I i i J �H, x 496.o C 95.35 ;-20� i 93.�j t 1 1 I f I r r ) I 100.2 1 + I 11 I 1 r l 1 1 95.9 ._1-, _.., �_ MATCH - 95.701TC I i l i i 1 1 1 1 i I i i l r' 1 SIDEWALK HEIGHT .i 95.70TP I TRANSITION 19 5.7 0 T C I I I i I i 1 I r I 1 I i l i 1 r r l 1 59 •1 95.20TP t- - -- 1 I I' 95.50 PROPOSED 1 ,., 1! j I I I 1 1 II I I I 1 1 II 1 45 X 995.9 WALGREENS : v 94.1 14,713 S.F. \ X 905.8 • I. `: r r•.-,: OJ 94 8 \ X1'1 iy+111'i1! / I �i, rn o °� I1 FFE=996.00 , � rn it I i i l l 1 i i I NO ttt 11 1 1 1 I 1 1 1+ v ` I 1 1 1 i i I 1 1 1 y I =1 TIPPED -OUT i 99 . 5.8 X 991.1 , .-_._t . - ........ i t 1 Ir i l i 1 i ` Cjt r' r l r 1 1 as°��t x 995.9 1 4.40 9M 15 , 7 -T - It j---L 4-\1 ' t ' i t 11+ 1 1+ (1 j 1 i i 1 I " 6612 CUR i \ 'l 1 .K / 2.8 { \ ', i l l t l g�fX9 X %9996.0 : r.' 'a- - - r ((�••�1,,1�r X it 'il 111 'I1 \ '\1 '1 1 I 1 1 I ai %x.9$9�5.9-_40 194.15 �.'•�" - .0`334 ' 1 Q�j�; 1 \ \' t\ \\ 1 \ �` t 'I \v' i ' i 1 II 1 r i xfs9 XX91 . I. 5.= I , ,. I 1 I 1 -7, .. °: V ~-3 - r, r 9 q' .; 3 9 t t \ \ I \ t\ it \ V \ `\ \ 1 , I 1 I 1 , , 1 5.4 r1. ., f33.a 93. f `\ I I I 1 f 995. B • ! 1 11 \ \ +'\ \ `t \\ 1 j I + I ' + r X 8B5. \ j `\ t 1 1 1 I I I I , X i95.. 5�0 8 SRN \ 1 ` 1 `\ \ '\ '\ I I \ T r+ r iL (-L I I s 94.90 ?► 93.40 , `\ o \ \ t \ \ \ V U I I I 1 1 - 1 X.X - 94 �:F, - - - -. - ' '1 \\ I` I' ' \t \ t\ t` \tt X �I IIT 9 i I i I I ' / 95. �99 ' S,'7p� .. , rcl,A/ <3 y=.6 t \ 't \ `t t\ t j I I I I I ' r' I v . Y . !a. gS.Jo . I_IV. '@t`= g6: y / / '+! M \ .I. ., ` \ ' ' \ \ t t ` 1 I--- 1'05,58 '�-[' - -2 EL= 4.18 IN \ \ \ \\ IN, \t V` \l 1 I -.a I''•' . x '. • �• • r IN EL.=9 78 11 \• .'1' ' 'i `\ \ `\ `\ t\ tt `\ I I Q I 1 1"•. '•• \�� N. `\ r i a i ' + �L1. .o• <G" 95.1g - 94.50 a, J_ =a94-5 E I \ \ t \ I t \ \ Q \ , I I , , _ . .; - EXISTING PA ,w -pfiY �• \\\ `15 •\\ tit • �' }\, +t\ It \� `\ `�` ```\ \ \\`\ i i I ., •. .. •. .. R94J2•" _ O 99499a .> - > 95.00 94.25 - 94.00 X 967.2 It . \. . ,T t\\ '\ \ `t �` e`�' `\ \ `ter' ' I I .. .. . ..... .. 95.00 ...:... \\ '\ -\,\\�\\\_•. 95.00 IPP -OUT 9�k ' \ . tt `t `� 9 `\ ``� `\ tt \`/ + 11 :^ .a \v { f 2 CURB g340 `t 't tt `4 \ ♦ .` `` \` t 111�0 1 , L ' . -,. �� ..: ' \ • •pTh, 93,10` \l \ \ t\\ \\ \ \`\ `�` ``� \ \`\ ``\ t\ \\ I u OOi �' . L. X, /.. N 93.70 93.36 = t t \ N. �` `� \ `\ `\ tt ` fit ♦ \ '\ \ '\ t\ t \ \ t ttt \ \ ` \ `tt�\`\ ` ♦ \\` ` 99 \ `\`.\` \ `` \ \� � �\` `\\ \\`\ \it \V t\ t `t+r ,i l ` v'. � • . x•'99.. =" � -� 93.2 9350 93.60\ 94.E4�9 1\ S I I 9yA 9-418D \ O 94.00 93.10 93.50 80 .... 8g60 93.30 90 IN \ \\ `� `\ t\ i I 1 I I J ! + 94 0 . 95.00 P- a 3_ - f s.a \ \ r r T�F'PED-OUT 65 \, \ `. j1 x` B6T2 'EI�R I c" Ix o IN ('\-�� --.N` Nei I` \ 1 1 I I 1 +``,, ' 1 IO -..M19 N If 92.3 \ \ �, I 1 19 ^P�' I 1 95, • E • I W ,Lj W S w i7� \ l' ' f , I AIM EL=994 Ld v \ `\ \ ' ' t 'r i I \ f r' .'' _.INV,L=�4 w - MEE TING PAVEMENT Co M---- ` \ \ l%% �QL `\t tt +Ili \ i +1 tl •a.; 4`y0 95.00 MIL DGE FOR N. 1' OVERLAP zI c ++ L MEET & MATCH EXISTING PAV ff ``� \ \`cV ` `t \+ \ '+ i t It i" `\ RING PAVING EE DETAIL ON C9.1 ` \ `\ t \ ' \ 1 + i \ \ ( ) o `r z z LL EDGE FOR MIN. 1' OVERT .�`. NN .` `� ` \ \ r , I1 , I\& 9� . r° / 9 7 ` DURING PAVING (S NN \ N`. \N. �`\ I`p ` t\ It ' \ i 11 \\ �\ «--'' .� 2gp _. 'T-cc 4" RCP \. .� IN .\ �'p.��I \ t t \ i ', \ + 1 \ 3 5 92. tc- x `. \ \ \ t I . t t 1 \ 1 + t \ - 5.00 tt--•.T•-'�" 93. 5 \ \ 1 1 1 \ 94.7 \ .. \ \ \``` \`\` \h \\\ t\t `\\ i1 t' '' i t_Q\ "I Irl + \ \ - ._-. �` 9 =s.3 t \ 928 ` r , EX `\` `\`\\ `\ t t \ it 'IV t1t \ I\'t i , _s 994.1 +.7 993.6 93 0 INV. AI \` `\ \ `\ `\ t\ \ '1 1 1 \ 1 1 1 1 \ + 11 ! rr ,:, _B ��s,JG 993.5 \ 93.0 .7 • �`� `t ``t \ `\ `\ t\ t\ \ ' 4 \ 1 it ; \ 11 r I / PWI. i_ y�.'.'.., t' ` i t \ INV, 3 MEET & MATCH EXISTING PAVEMENT ~' 99.4 >? 97 \ t \ t 1 1 � 1 , 1 \`��� I - MILL EDGE FOR MIN. 1' OVERLAP \ a9_., � I • 'I t t l t \ \\ t, t \t\ t\` \t t , I 'VI 1 �I I , `t I I A �,. ,' t \ \` i t 4 t Cry \ I t 4 i \ + q4f DURING PAVING (SEE DETAIL ON C9.1) ICI .. 1r �� \ 1r'+141 5t\ 1\,' I I ♦` - _ /� i \\ 99 � 93.4 lJ. +ItN. I I 1 j + ' I I 1 q 995.E 4< 5.3 - 293.5 994.8 1 it tll \\ \\' x ` \ r >`7 i { l i r' i i f !r r 7.d 5.2 / `-/: �� ti . 994.7 99a\.6o � 9 3.7 i '1 (� % 4I1 X s114.B % r' t. ` - 4 " \ . 9 995.2: 94C95.9' \ `•� • ' 1' 1' 1' + \ i i 11 I I I I I+ 1 I I 1 1 f , :.. -'.. 6 '. � , •., 8 J.Soy 1 t \ 1 1 1 ' I I I I l' , I I I+ 1 + 1 / LT 993. i I I I \ t I I I I 1 1 1' I' V ✓' 995s8 94. 994.7 \LT 1 j tt 11 tl '1 1 I I I I II 1 I 1 1 I; ( I I I i/ r 'd!}G0.5.7---, ate_ 6-�� 4- ti w -. \\ 993.6\\ I l i I I I _ T- O I I{ '1 + + V I 1 1 1 1 1 1 1 1 1 1 1 -4 r/-••-r,,�-D99.B \995.8 i t , \ \ 'y t I I I i l I 1' 1 I I I I 1 994.8 i - -_&,- 1 ir' '1 4 1 '1 ' I' I V 1 1 1 1 1 1 1 + 1 I %= i tl ' i i tl I \ l ( � - � / -`-c \' ./•.= t '' ✓ ,^'� .-'V„�'r l'f %.' .-`r! /r 995.8 \ 9db.5 / = �,\ f + 1 4 1 \ { \ \ 1 I I t' l l l l' I' .41 + I V ' 1 9 ! ` `1``_ T'-'1 \ 1 li'I Ic°> 1 t-FFE=995.8 834.E \`\\ • GRADING NOTES -- - - 1. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. 2. THE CONTRACTOR IS CAUTIONED THAT "THE SUBSURFACE UTILITY INFORMATION SHOWN ON THESE PLANS IS A UTILITY QUALITY LEVEL "D". THIS 993.4 - QUALITY LEVEL WAS DETERMINED ACCORDING TO THE GUIDELINES OF CIIASCE 38-02 TITLED "STANDARD GUIDELINES FOR THE COLLECTION AND - DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF - ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT MIGHT 1-800-252-1166). THE CONTRACTOR AND/OR SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH 4 BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). 0) `x--9GS:5.--��_� 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE rt' CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. oM�G 4. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING 93.8 PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY X 994 OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO 9918 INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. LT 5. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNERS SOILS 993.7 ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. - n--_ r 6. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: + - COMPANY: PSI (PROFESSIONAL SERVICE INDUSTRIES, INC.) ADDRESS: W228 N727 WESTMOUND DRIVE SUITE A, WAUKESHA, WISCONSIN 53189 1 PHONE: (262) 970-9022 994.5 DATED: JANUARY 15, 2008 A I THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. , L = 4 7. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE F 1 �1 ` R= CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL I , L• DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED 1 = 9 IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. I"-- 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 9. THE TREES AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE CONTRACTOR'S OPERATIONS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT EQUIPMENT IS NOT NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY 96 ,�'yYR y��i 2 e•`-' `-' `-+ 0 C QUIRE ONTRACTORS HE SHALL OBTAIN THE OF THE TREE BRANCHES FTTRIMM ICES TO TTRIVAL TO IM THE TREES REES PRIOR TOATION OF THE OTHE OPERATION. SHOULD T V T EPMENT, SERVICES OF A PROFESSIONAL TREEPORTION TRIMMING BEGINNING F OF CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS VEMEN I -' SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. 10. CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES WITHIN THE CONSTRUCTION MAY BE RESTRICTED TO A NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED BY THE OWNER. - 93.40 11. ACTIVITIES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT NOT BE LIMITED TO: SOIL AND OTHER MATERIAL - STOCKRUNG, EQUIPMENT OR MACHINERY STORAGE, DRIVING OF ANY VEHICLE, LEAKAGE OR SPILLAGE OF ANY"WASHOUT`OR OTHER TOXIC ( 93-30 (^ �\ MATERIAL. THE COLLECTION OF OTHER DEBRIS AND SOIL STOCKPILING WILL BE IN AN AREA DETERMINED ON -SITE BY THE ENGINEER. 0 I - 12. AN OWNER'S REPRESENTATIVE WILL BE AVAILABLE AT ALL TIMES DURING THE PREPARATORY AND CONSTRUCTION PERIOD. 13. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN \ EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE -- TURF IS TO BE ESTABLISHED, TO A DEPTH OF 4INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM �. j DEPTH OF 4INCHES. : - 14. FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED r" J GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE - m BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE LLP CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. E ENT -- 15. TOLERANCES A _ a. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. b. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. c. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS =979 20 DIRECTED OTHERWISE BY THE ENGINEER. d. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/21NCH OF THE SPECIFIED THICKNESS. e. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALLTRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. Q) - 17. AN EROSION CONTROL BLANKET SHALL BE FURNISHED AND PLACED IN AREAS WHERE THE SLOPE EXCEEDS 3:1. 18. IF.THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF 1 HE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT REVIEW, DISCUSSION AND APPROVAL FROM THE PROJECT ENGINEER. 993.3 93.2 56 993. i APPi� RQ d i \ t, i i ' , I ' I11' 1 + I N -- - - - i \ 1111II1111 III, � 4 it 1 I11 't , -7 I i I I I 1 i ! ; I I` �...=' \a \`• .f ' 1� 'Ilk X 942.3 l I i 1 y i i l I i 'I +\ \ i it+iiilll'IIfI' ' �' 1 1 t t0 10 20 40 1 1 t I 'i \\ \, 6 I I I 1 1 1 1 t 1 ti 1 �il I iaa ♦ t 1 % f� - SCALE IN FEET: 1 INCH = 20 FEET WALGREENS 2007 CRITERIA - THRU BULLETIN ID92G743 b020758 BENCHMARK INFORMATION (ELEVATIONS BASED ON NGVD 1988) #1: MNDOT BM 1004H. 550 FEET WEST OF NW CORNER OF PROPERTY ELEVATION = 983.80 #2: TOPO NUT HYDRANT BY SW CORNER OF SUPER AMERICA GAS STATION ELEVATION= 996.84 CONSULTANT: Engineering Planning Surveying 'W FIA _ McCombs Frank Roos Associates, Inc. 14800 2881 Avenue North, Suite 140 Pymaltl'► • Minnesota • 55447 phone: 763/476-W10• fax 7631476-8532 WebSIt6: VwVw.mfta.com PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT ❑i SECURITY ® LANDLORD'S CONSULTANT ❑ 24 HOUR STORE ALL CONSTRUCTION WORK BY: UNLESS NOTED OTHERWISE, ❑ WALGREENS CONTRACTOR ® LANDLORDS CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW......... ® NEW .... REMODELING . ❑ EXISTING...... ❑ RELOCATION... ❑ NEW SHELL ONLY ❑ OTHER...... ❑ THIS PROJECT HAS BEEN DESIGNED TO THE FOLLOWING WALGREENS CRITERIA (AS MAY APPLY) 1. CRITERIA FE13RUARY 2007 2 ALL 2DO7 CRITERIA CONSTRUCTION BULLETINS THRU bO20743 DEM0.111EER anxonITV.. 601 Marquette Avenue South, Suite 100 Minneapolis, MN 55402 (612)341-91481:341-9131 CITY OF CHANHASSEN TENANT, W"09AAeae*" FACILITIES PLANNING, DESIGN & ENGINEERING 106 WILMOT ROAD DEERFIELD, ILLINOIS 60015 CERTIFICATION AND SEAL I hereby certify that this plan, Specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Erik W. Miller Registration No. 41326 Date: 08/27/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. 11/03/08 CITY COMMENTS 2 10/22/08 PER WALGREENS FIRST REVIEW COMMENTS 10/01/0111 CITY COMMENTS - PATH ALONG 41 09/30/08 CITY COMMENTS 09/19/08 REVISED BOUNDARY UNE 08/27/08 CITY SUBMITTAL 05/22/08 WALGREENS REVIEW OB/OB/Da OWNER REVIEW NO. DATE BY DESCRIPTION CONTT. REVISIONS �� 1 W "09 2499 STATE HIGHWAY NO. 7 CHANHASSEN, MINNESOTA (SWC) STATE HIGHWAY 7 & STATE HIGHWAY 41 (HAZELTINE BLVD.) PROJECT LOCATION GRADING PLAN DRAWING TITLE DATE: 08/15/08 STORE NO. DRAWN NG NO. 12434 DRAWN J.F.J SCALE: BY: C4ml RELEASED TO REVIEWED CONSTRUCTION BY: E.W.M. N/A It It , i i 1, 1.' ', \ I t i1 `!LIMITS OF It \ DISTURBANCE ! \t !1 fy 11 11 tt t ` `! ! Il It 1 \ 1 `I SILT FENCE TO BE 1 I IP-2 PRIOR TO BIT \ DCLI(1VA1 ID-1 D(1CT ACREAGE SUMMARY in ACRES PAVEMENT AREA 1.48 AC± BUILDING AREA 0.44 AC± TOTAL DISTURBED 2.84 AC± * REFER TO SHEET C5.03 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, REFER TO SHEET C-5.04 FOR STANDARD DETAILS SOIL EROSION / SEDIMENTATION CONTROL OPERATION TIME SCHEDULE CONSTRUCTION O SEQUENCE MMMMMMMMMMMMMMM M® TEMPORARY CONTROL MEASURES MMMMMMMMMMMMMMMMM STRIP & STOCKPILE1. / ------------------ . 1 GRADE / S1 1 •1 ------------------ TEMPORARY CONSTRUCT1111N • 1 1 ------------------ FOUNDA riON / BUILDING1 1 SITE CONSTRUCTION ------------------ PERMANENT CONTROL STRUCTURES FINISH GRADING------------------ LANDSCAPING 1STABILIZATION ------------------ STORM FACILITIES ------------------ ------------------ ------------------ STORM MH RIM EL= 996.75 INV. EL=983.25 INLET PROTECTION (TYPICAL, SEE DETAIL) J A( Pp AN 5 S1 U Q LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER >> d -. SANITARY SEWER >—Cam---SIN --o FORCEMAIN(SAN.) CI —>FM> ---- QQ >sN>� WATERMAIN �— I --♦ °1¢ EASEMENT. GAS LINE UG ELECTRIC Uc TELEPHONE UT SPOT ELEVATION 9X2.5 9612.5 CONTOUR 902-------- 962__--_--_ SILT FENCE SILT DIKE LIMITS OF DISTURBANCE I INLET PROTECTION DEVICE I P-1 ® I P —1 IP-2 IP-3 TEMPORARY STONE CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET EXISTING DRAINANGE DIVIDE DD— MATCH LINE - SEE LEFT x-n°.a xrpli. � x , �< W'J} '• 1 111 ' ' I I f �➢xi4 �� � t 1 I I I M7 I aae. ° x I FFE=995.7- f r r e I I r , , / r I x WWI J 1 Ywux9) 1 ' jxy� 10 It •x— obi x x x III x xrx , rug it 'It + r \ + o (p — wtl Ix1 ' 4 t r r 1 i I r � ( f NOTE TO CONTRACTOR: THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP INCLUDING INSPECTION & MAINTENANCE LOGS, MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS AS NECESSARY TO INCLUDE ADDITIONAL REQUIREMENTS, SUCH AS ADDITIONAL OR MODIFIED BMPS DESIGNED TO CORRECT PROBLEMS IDENTIFIED. AFTER FILING THE NOTICE OF TERMINATION, THE SWPPP, INCLUDING THE EROSION CONTROL PLAN SHEETS, AND ALL REVISIONS TO IT MUST BE SUBMITTED TO THE OWNER, TO BE KEPT ON FILE IN ACCORDANCE WITH THE RECORD RETENTION REQUIREMENTS DESCRIBED IN THE SWPPP NARRATIVE. 0 15 30 60 SCALE IN FEET: 1 INCH = 30 FEET CONSULTANT: Engineering Planning Surveying n,l,ll�H'lillll�� III � ' �T rilIP'ulilua, sI, I IFRA 111. a �rrrl I x� McCombs Frank Roos Associates, Inc. 14800 281h Avenue North, Suite 140 Plymouth • Minnesota • 55447 phone: 763/476.6010 • fax: 7631476-8532 werasite: www.mfra.com PROJECT TYPE DRAWINGSISPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT D SECURITY ® LANDLORD'S CONSULTANT ❑ 24 HOUR STORE ALL CONSTRUCTION WORK. BY: UNLESS NOTED OTHERWISE, ❑ WALGREENS' CONTRACTOR ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW.......... ® NEW........... REMODELING... ❑ EXISTING...... ❑ RELOCATION... ❑ NEW SHELL ONLY ❑ OTHER........ ❑ THIS PROJECT HAS BEEN DESIGNED TO THE FOLLOWING WALGREENS CRITERIA (AS MAY APPLY) 1. CRITERIA FEBRUARY 2007 2. ALL 2007 CRITERIA CONSTRUCTION BULLETINS THRU b020743 DEVELOPER: anxon ��. 601 Marquette Avenue South, Suite 100 Minneapolis, MN 55402 (612)341-9148/Fax: 341-9131 CITY OF CHANHASSEN TENI FACILITIES PLANNING, DESIGN & ENGINEERING 106 WILMOT ROAD DEERFIELD, ILLINOIS 60015 CERTIFICATION AND SEAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Erik W. Miller Registration No. 41326 Date: 08/27/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. 11/03/08 CITY COMMENTS 2 10/22/08 PER WALGREENS FIRST REVIEW COMMENTS 10/01/05 CITY COMMENTS — PATH ALONG 41 09/30/08 CITY COMMENTS 09/19/08 REVISED BOUNDARY LINE 08/27/08 CITY SUBMITTAL 08/22/O! WALGREENS REVIEW 08/08/08 OWNER REVIEW NO. DATE BY DESCRIPTION CONST. REVISIONS W"OAZ,11100 2499 STATE HIGHWAY NO. 7 CHANHASSEN, MINNESOTA (SWC) STATE HIGHWAY 7 & STATE HIGHWAY 41 (HAZELTINE BLVD.) PROJECT LOCATION EROSION CONTROL PLAN / SWPPP PHASE I DRAWING TITLE DATE: 08/15/08 STORE NO. DRAWING NO. 12434 DRAWN J.F.J SCALE: BY: C5ml RELEASED TO REVIEWED CONSTRUCTION BY: E.W.M. N/A NOTE: CON I HAG I UK UK GENERAL GUN I HAG I UK I U UUMHLt I I I AIJLL WI I H I HtIH SF'EGIHG HHUA:U I SGHLUULt WALGREENS 2007 CRITERIA - THRU BULLETIN ID 247-43 b02O758 LIMITS OF DISTURBANCE ARE INDICATED BY THE SILT FENCE AND SILT DIKE LOCATIONS (TYP) EROSION CONTROL BLANKET TO BE INSTALLED IMMEDIATELY AFTER SLOPES HAVE BEEN GRADED LIMITS OF DISTURBANCE SILT FENCE TO BE INSTALLED PRIOR TO CONSTRUCTION \ ACTIVITIES. (TYP) INSTALL IP-3 IMMEDIATELY AFTER STRUCTURE HAS BEEN BUILT. AVOID USING IP-1 DUE TO THE GRADING AND BLANKET ACTIVITY. EROSION CONTROL BLANKET TO BE INSTALLED IMMEDIATELY AFTER SLOPES HAVE BEEN GRADED I T SILT FENCE TO BE INSTALLED PRIOR TO CONSTRUCTION ACTIVITIES. (TYP) INSTALL SILT FENCE AT THE CON jRETE WASHOUT AREA. DRIP LINE OF THE TREES THAT ENS RE PROTECTION OF EXISTING TREE. ARE TO REMAIN. (TYP) NO NGINE DEGREASING ALLOWED I a, rz- Iwi�..r��<��ar` rZ, _J • • VA HWL OF RAINGARDEN IMMEDIATELY =* AFTER IT HAS BEEN CONSTRUCTED. NO HEAVY EQUIPEMENT SHALL , PASS INTO THE AREA INSIDE OF i . ,d v THE HWL. COMPACTION OF THE ENGINEERED SOIL IS STRICTLY SILT FENCE TO BE PROHIBITED. REFER TO LANDSCAPE ; I TNSTAttED PRIOR PLAN FOR ADDITIONAL DETAILS. .� v TO CONSTRUCTION =; \—_ACTIVITIEy PROPOSED WALGREENS 14,713 S.F. FFE=996.00 , IP-2 PRIOR TO BIT REMOVAL vv I IP-1 POST BIT REMOVAL. SWITCH � BACK TO IP-2 WHEN PLACING NEW BITUMINOUS. ANY HERE ON SITE. BEGINNING OF — FUNCTION--- — --- —..---------- IP-2 PRIOR (CO BIT REMOVAL T I+ IP-1 POST -IT REMOVAL. SWITCH BACK TO IF,-2 WHEN PLACING NEB BITUMINOUS. I �tl "�-----------_.—.- - - -_ —... SA SIGN I END OFF STABILIZED ROCK CONSTRUCTION ENTRANCE �� I JUNCTION TO BE PLACED AFTER EX.BITUMINOUS HAS BEEN REMOVED. ENSURE CLEAN STREETS & PARKING LOT WITH STREET SWEEPING DURING ENTIRE DURATION OF CONSTRUCTION END OF ACTIVITY. OFF —SITE INSPECTIONS SHALL OCCUR DAILY JUNCTIO AND DEBRIS SHALL BE CLEARED WITHIN 24 HRS I I � 1 BEGIN I G OF ' JUNC SILT DIKE TO BE PLACED f PRIOR TO MILLING OF EX BIT. REMOVAL SHALL OCCUR AFTER I / WEAR COURSE HAS 'BEEN PLACED I� p E I IN LOCATIONS AND IN THE SITUATION LIMITS OF DISTUBANCE: I' THAT THE MILLING IS DONE AND THE EX t SHALL BE BORDERED BY END OF ' !I BIT HAS BEEN REMOVED. INSTALL SILT FENCE / OUTER EDGE OF BACK OF _ JUNCTION 1 INSTEAD OF SILT DIKE AT JUNCTION. ONCE ! CURB, EX. BIT, SILT FENCE, THE BASE COURSE HAS BEEN SET, REMOVE AND SILT DIKE. I, THE EROSION CONTROL MEASURE AT THE 1 JUNCTION AND LAY THE WEAR COURSE +� UNIFORMLY FOR THE ENTIRE SURFACE I f i LIMITS Of N I DISTURBA I— �C r I T LOOCATI UPON RE STING BIT NOUS — — B GINNING OF IP-2 t I INSTALL E PER DET .REMOVE T — --; _ _ o- DIK WEAR COU RY S EET SWEEP AS NECESSARY' MAIN AIN A CLEAN SURFACE! Y OVAL IP ..1P,� 1: 'BACK OST BI REMOVAL. SWITCH — LACING �'• IP !; N@Vjf ITUMINO S. E IP-2 IP-2 PRIOR TO BI r REMOVALIP-1 POST BIT REMOVAL. SWITCH BACK TO IP-2 WHEN PLACING NEW BITUMINOUS. 7 I . t. • 1 i I I A I V JUNCTIO PROTECTION TYPIC ,SEE DETAIL) TA U Vkl<. PRIOR: t4' 1All I. . E�F6VE!A�jEi2iOV AY R COUNSE)jHAS PEEN ACED. I 1 ' LIMITS OF DISK RBCE ARE '- INDICATED BY THE SIL� FF AND SILT DIKE FFE=995.8-''_ � PRIOR TO ANY CONSTRUCTION ACTIVITY. CONTRACTOR SHALL INSPECT AND DOCUMENT REGIONAL POND FOR STATUS OF STORAGE AND BUFFER. I REPORT TO ENGINEER. AFTER CONSTRUCTION ACTIVITY IS COMPLETE. ENSURE CAPACITY OF REGIONAL POND HAS NOT BEEN DIMINISHED. REPORT TO ENGINEER. — _' — — %' DIP < < OFF SITE RECEIVING WATERS: 1 A REGIONAL POND APPROXIMATELY 430 LF DIRECTLY SOUTH CURRENTLY RECEIVES AND WILL CONTINUE TO RECEIVE THE SITE'S RUNOFF. THE REGIONAL POND IS SOUTH OF THE SITE'S SOUTHERN PROPERTY I LINE BY APPROXIMATELY 40 LF. NO ADDITIONAL VOLUME OR RATE WILL BE ADDED TO THE REGIONAL POND. FOR AN ILLUSTRATION OF THE SITE INCLUDING THE POND REFER TO CONERSTONE'S SURVEY. THE ` I NEXT RECIEVING WATER IS A LARGE WETLAND THAT IS AT LEAST 3 ACRES IN SIZE. THE SITE'S LJJ STORMWATER REACHES THE WETLAND VIA STORM SEWER. THE DISTANCE FROM THE REGIONAL J I POND TO THE WETLAND MEASURED ALONG THE STORM SEWER IS APPROXIMATELY 1,100 LF TO THE SW. U ULTIMATELY THE RUNOFF WILL REACH LAKE MINNEWASHTA. THE LAKE IS ON THE OPPOSITE SIDE OF THE WETLAND FROM WHERE THE STORM SEWER OUTLETS. THE WETLAND FLOWS INTO THE LAKE BY AN EARTH cl�_ SPILLWAY. THE DISTANCE FROM THE OUTLET OF THE STORM SEWER THROUGH THE WETLAND AND TO THE U I LAKE SHORELINE IS APPROXIMATELY 2,000 LF. WALGREENS 2007 CRITERIA - THRU BULLETIN bG20743 b02O758 EXISTING RETAIL 25,970 S.F. -1- _ r ��C t4 tt 1 c t 1 r7 t I it t n 1 t 1 t — t ? 1 I t 4 IIP 3 r------_� l� ? RETAIL BUILDING PAD I t FFE=994.70 t t SILT FENCF TO BE INSTALLED PRIOR — I t TO CONSTRUCTION t ACTIVITIES. REM WHEN ! IP-2 IPATH IS� '-3 CONSTRUCTED VEGEAND THE TATION IS STABILIZED. I ki WY (TYP) F 141 SILT FENCE . 0 B R INSTALLED P IOR 0 CONSTRUCTI N A�: VI TIE REMOVE WH„ PA IS CONSTRUC AN `.' THE VEGETATION jlS STA ILIZ (TYP) h )t i3 3 CHECK STREET FOR DEBRIS DAILY AND SWEEP AS NECESSARY. INLET \, PROTECTION (TYPICAL, 1` SEE DETAIL) ? 0 o IP-0 �- Q U QQ Qf I P.- 1 �' U N 0 Z W 0 VS1 F EROSION C hfiTROL BLANKETi T� � BE INSTAL IMMEDIATELYI AFTER SL S HAVE BEEN tRADED iL V O i INSTALL INLET PROTECTION U j PRIOR TO CONSTRUCTION ' ACIVITY. REMOVE WHEN PATH IS CONSTRUICTED AND THE VEGETATION` IS STABILIZED. (T r IP-2 I AFTER C THING AND CAPPINGTIIL WITH I SAND A 33ROUT j HOLE OF 1: RCP TO THE A T. j I REMOVE FESI&'.CUT 12" RCP 14 FEET 1 LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER » O- SANITARY SEWER 1 ­9 0-------SN FORCEMAIN(SAN.) 0—>FM>-00 —>-u —0 WATERMAIN EASEMENT GAS LINE UG - -uc- --- ELECTRIC UE - — UE - TELEPHONE UT - UT - - - 9 96X .5 SPOT ELEVATION X2.5 CONTOUR 902---- 902-------- SILT FENCE SILT DIKE 0000aoa000woon000000 LIMITS OF DISTURBANCE I INLET PROTECTION DEVICE &P-2 IP-2 TEMPORARY STONE CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET 0 15 30 60 SCALE IN FEET: 1 INCH = 30 FEET MATCH LINE - SEE LEFT BACK AND P U( I I MATCH LINE -i SEE RIG F 03 ■ �t 1 < a V) frROL BLA b IMMEDJcAf CONSULTANT, Engineering • Planning • Surveying FRA Id McCombs Frank Roos Associates, Inc. 14800 281h Avenue North, Suite 140 Plymouth • Minnesota • 55447 phone: 763/476-6010 • fax: 7631476-8532 website: www.mfra.com PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT 1❑ SECURITY ® LANDLORD'S CONSULTANT ❑ 24 HOUR STORE ALL CONSTRUCTION WORK. BY: UNLESS NOTED OTHERWISE, ❑ WALGREENS-CONTRACTOR ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW.......... ® NEW ... REMODELING... ❑ EXISTING...... ❑ RELOCATION... ❑ NEW SHELL ONLY ❑ OTHER...,... ❑ THIS PROJECT HAS BEEN DESIGNED TO THE FOLLOWING WALGREENS CRITERIA AS MAY APPLY) 1. CRITERIA FEBRUARY 2007 2- ALL 2007 CRITERIA CONSTRUCTION BULLETINS THRU 11020743 DEVELOPER. anion TN.. 601 Marquette Avenue South, Suite 100 Minneapolis, MN 55402 (612) 341-9148/Fax: 341-9131 CITY OF CHANHASSEN FACILITIES PLANNING, DESIGN & ENGINEERING 106 WILMOT ROAD DEERFIELD- ILLINOIS 60015 CERTIFICATION AND SEAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. zn�, VA< `Y. /L% Erik W. Miller Registration No. 41326 Date: 08/27/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. 2 10/22/08 PER WALGREENS FIRST REVIEW COMMENTS 10/01/08 CITY COMMENTS —PATH ALONG 41 09/30/08 CITY COMMENTS 09/19/08 REVISED BOUNDARY LINE 08/27/08 CITY SUBMITTAL 08/22/08 WALGREENS REVIEW 08/08/08 OWNER REVIEW NO. I DATE BY I DESCRIPTION CONST. REVISIONS 2499 STATE HIGHWAY NO. 7 CHANHASSEN, MINNESOTA (SWC) STATE HIGHWAY 7 & STATE HIGHWAY 41 (HAZELTINE BLVD.) PROJECT LOCATION EROSION CONTROL PLAN / SWPPP PHASE II DRAWING TITLE DATE: 08/15/08 STORE NO. DRAWING NO. 12434 DRAWN SCALE: BY: J.F.J RELEASED TO C52 REVIEWED CONSTRUCTION BY: E.W.M. N/A shta Poll 9 LA DR. RA 5 "IS City Halt ECk u RIDGE P13l Cut J e � nu ,,(I,ilri F EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP" Lin den 4Tt£ CT VIER TII6H DIO' R. 4i3R2W QIZZ> 9'IB Htrris n a'L��a ""' aY o 46. CASCADE CIE \ ,•/ti V 49, SHASTA CIR. W. L a 56 St. SHASTA CITE E. OLYWIC CIR- 19 RRISON HILL CT. 5L5 CASTLE RIDGE CT. 53. CASTLE RIDGE i RE % 64, NAVAJOBROKEN DR. �'�:� . ty, y h C 6.S BROKEN ARROW IiL ,g R rt 6. RED WRY LT. _y 67. CT. 6D. EZ NPEICE FIEZ RCE CT. �r DR. 69, PINA BAY L a IG SITE LOCATION MAP NOT TO SCALE A � I I411? /(J( 5 PROPOSED WALGREENS 14,713 S.F. IT FFE_996.00 t� Lest .u•i Rdl;•.e Paint Cir• 1 a lk Y - � Y . , 7 T - 7 a s g.Al`- IC .",`...... ... 10 It r •IICWFIdIt 1T a A A a i. c,. 4 a r'=1'_ C a a 4.' wd ++ , r u {' "m''.?; 1IeI t'.T.. R t IT loot'. kill SC 3 #[ ? It Melody H11L at -.P •� . r ri 11' Sin I r` - -. IF I` IF 96 LA ,d E _ r s I, k� P •I l 4t' I t tl � r993--ii• USGS MAP NOT TO SCALE ` \ \ !III, . ,{, I __ _ -- - ::::riiiii:•ii> ::C•i ; s...............::..: t t .. .. ...... .. t. .yi. .; i 1 ......................................:....... VA It \ l`I ia5:� ,e�� e,,e e1 .;. ,e ,! �•I, 7+I 0 \ 1 i l It \ , t , !. , t (.., i ., !i;!.!, ,.a v.. y!.<� 7.!.. i:!; i !� e.! !• 3 1 � r I � � p' '1 RETAIL BUILDING PAD FFEs994.70 1 1 } iI,, ';' 1i t 11 it tt i I i �i It 1 \ 1 lit ilt\lit j Tl .+. \\�� / / ` --- '-994 m r 6ffHST.W. \ \ It \ y \ 1 I � L1J J U I � I U _- -- I r L EXISTING RETAIL 25,970 S.F. 1 1 1 1 01,41%"1 u SOILS MAPS ALL SOILS ON THE SITE ARE B TYPE HYDROLIC GROUP SOILS I ,A i DEVELOPER/ OWNER: ANXON,INC. 601 MARQUETTE AVE, SUITE 100 MINNEAPOLIS, MN 55402 612-341-9148 SITE OPERATOR / CONTRACTOR/GENERAL CONTRACTOR T. B. D. N:1 SEQUENCE OF CONSTRUCTION PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CLEAR AND GRUB THE SITE. 5. BEGIN GRADING THE SITE. 6. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES UNDERORAINS STORM SEWERS CURBS AND GUTTERS. 3. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 4. PREPARE SITE FOR PAVING. 5. PAVE SITE. 6. INSTALL INLET PROTECTION DEVICES. 7. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. B. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT 0 25 50 100 SCALE IN FEET: 1 INCH = 50 FEET GENERAL EROSION NOTES: 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS AND MFRA STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY, 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS AND/OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651454-0002 3. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN OR ALTA TOPOGRAPHIC SURVEY PREPARED BY CORNERSTONE LAND SURVEYING. IF CONTRACTOR DOES NOT ACCEPT EXISTINGTOPOGRAPHY 0 OGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, THEY SHALL HAVE MADE, AT THEIR EXPENSE A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. SEE ATTACHED SURVEY SHEETS. 4. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY R TY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 5, THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) IS COMPRISED OF THIS DRAWING (EROSION CONTROL PLAN/SWPPP), THE STANDARD DETAILS, THE PLAN NARRATIVE, ATTACHMENTS INCLUDED IN THE SITEWORK SPECIFICATIONS SECTION 02370 (SWPPP), PLUS THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE EUMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. 7. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP-S) AS REQUIRED BY THE SWPPP & PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMPS AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES, THE NOTICE OF TERMINATION NO HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP (NOT) S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 8. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 9. ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 10. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED E.G. WITH FLAGS STAKES SIGNS SILT FENCE ETC. ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. 11. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 12. ALL WASH WATER CONCRETE TRUCKS VEHICLE CLEANING EQUIPMENT CLEANING ETC. MUST BE LIMITED TO A DEFINED AREA OF P ( ) I A THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE. 13. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND N CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS, 14. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 15. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 16. HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 17, ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO ANY SITEWORK. 18. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SPEC. 2575 Q 100LBS/ACRE (OR APPROVED EQUAL) AND IN ACCORDANCE WITH THE FOLLOWING GUIDELINES: TYPE OF SLOPE TIME STEEPER THAN 3:1 7 DAYS 10:1 TO 31 14 DAYS (MAX TIME AN AREA CAN REMAIN OPEN WHEN THE AREA IS NOT ACTIVELY BEING WORKED) FLATTER THAN 10:1 21 DAYS 19. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED IN ACCORDANCE H TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER. WITH THE TIME / AVE OVER 20. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF -SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 21. ON -SITE & OFF -SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMPS. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 22. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. 23. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 24. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. 25. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. 26. IT IS THE RESPONSIBILITY OF THE PERMITEE TO AMEND THE SWPPP AS NECESSARY TO INCLUDE ADDITIONAL OR MODIFIED BMPS WHEWER INSPECTIONS OR INVESTIGATIONS BY SITE OPERATORS, LOCAL, STATE OR FERDERAL OFFICIALS INDICATE THE SWPPP IS NOT EFFECTIVE IN ELIMINATING OR SIGNIFICANTLY MINIMIZING THE DISCHARGE OF POLLUTANTS TO SUFACE WATERS OR UNDERGROUND WATERS OR THAT THE DISCHARGES ARE CAUSING WATER QUAUTY STANDARD D(CEEDANCES.OR IF THE SWPPP IS NOT CONSISTENT WITH THE TERMS AND CONDITIONS OF THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. 27. OWNER SHALL KEEP THE SWPPP, RELATED PERMITS, INSPECTION & MAINTENANCE RECORDS, PERMITING OPERATIONS AND MAINTENANCE AGGREEMENTS, AND TEMPORARY AND PERMINENT STORMWATER MANAGEMENT DESIGN CALCULATIONS ON FILE FOR THREE YEARS FOLLOWING THE SUBMITTAL OF THE NOT. NOT SHALL BE SUBMITTED UPON COMPLETION OF ALL CONSTRUCTION ACTIVITY. MAINTENANCE: ALL MEASURES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN THE STORM WATER POLLUTION PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION MUST BE PROTECTED BY APPROPRIATE BMPS UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 2. SILT FENCES SHALL BE REPAIRED, REPLACED OR SUPPLEMENTED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY OR AS SOON AS FIELD CONDITIONS ALLOW C A CESS. 3. VEHICLE TRACKING OF SEDIMENT FROM THE CONSTRUCTION SITE MUST BE MINIMIZED BY BMP'S SUCH AS STONE PADS, CONCRETE OR STEEL WASH RACKS, OR EQUIVALENT SYSTEMS. STREET SWEEPING MUST BE USED IF SUCH BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO THE STREET. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFFSITE PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY OR SOONER. 4. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 5. OUTLET STRUCTURES IN THE TEMPORARY AND PERMANENT SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY REACHES ONE-HALF THE STORAGE VOLUME. DRAINAGE & REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. APPROVED CONSULTANT Engineering Planning • Surveying FRAIf McCombs Frank Roos Associates, Inc. 14800 28th Avenue North, Suite 140 Plymouth • Minnesota • 55447 phone: 763/476-6010 • fax: 7631476-8532 website: www.mfra.com PROJECT TYPE DRAWINGSISPECIFICATIONS BY. WALGREENS CONSULTANT 1 SECURITY LANDLORD'S CONSULTANT 24 HOUR STORE ❑ ALLY CONSTRUCTION WORK B: UNLESS NOTED OTHERWISE, ❑ WALGREENS' CONTRACTOR ® LANDLORD'S CONTRACTOR ('TURNKEY CONSTRUCTION) STORE BUILDING NEW........ ® NEW...... REMODELING... ❑ EXISTING... ❑ RELOCATION... ❑ NEW SHELL ONLY ❑ OTHER....,... ❑ THIS PROJECT HAS BEEN DESIGNED TO THE FOLLOWINGWALGREENS CRITERIA (AS MAY APPLY) 1. CRITERIA FEBRUARY 2007 2. ALL 2007 CRITERIA CONSTRUCTION BULLETINS THRU b020743 DEVELOPER` anion IN. 601 Marquette Avenue South, Suite 100 Minneapolis, MN 55402 612 341-9148/Fax: 341-9131 CITY OF CHANHASSEN TENANT: W"9 FACILITIES PLANNING, DESIGN & ENGINEERING 106 WILMOT ROAD DEERFIELD, ILLINOIS 60015 CERTIFICATION AND SEAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Erik W. Miller Registration No. 41326 Date: 08/27/2008 If applicable, contact us fora wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. 11/03/08 CITY COMMENTS 2 10/22/08 PER WALGREENS FIRST REVIEW COMMENTS 10/01/08 CITY COMMENTS - PATH ALONG 41 09/30/08 CITY COMMENTS D9/19/08 REVISED BOUNDARY LINE 08/27/08 CITY SUBMITTAL 08/22/08 WALGREENS REVIEW 08/08/08 OWNER REVIEW N0, DATE BY DESCRIPTION CONST. REVISIONS ��/1 ram/ I� 2499 STATE HIGHWAY NO. 7 CHANHASSEN, MINNESOTA (SWC) STATE HIGHWAY 7 & STATE HIGHWAY 41 (HAZELTINE BLVD.) PROJECT LOCATION EROSION CONTROL PLAN / SWPPP DRAWING TITLE DATE: 08/15/08 STORE NO. DRAWING NO. 12434 DRAWN J F J BY: SCALE: C53 RELEASED TO REVIEWED CONSTRUCTION BY: E.W.M. N/A WALGREENS 2007 CRITERIA - THRU BULLETIN tl E1020758 WOVEN MONOFLAMENT s_MAX C'C 60" MIN. FEN POSTS, DRIVE MIN. 12'INTO GROUND. FILTER COMPACTED FABRIC OVER BACKFILL WIRE FENCE L ELEVATION WOVEN MONOFILAMENT-- TA T POSTS. STANDARD ME L POSTS WITH A WELDED PLATE. FENCE: WOVEN WIRE 1 ?' 6" MAX OPENEING. FILTER FABRIC: 1. AMOCO 1198 m COMPACTED r r FINISH GRADE f BACKFILL 2. BELTECH 810 3. MIRAFl 130X FLOW 1 4. LING GTE 190 5. SI 915 SC .ter.-----_--^_.� -- "1 i_ 1. COMPACT THE SOIL IMMEDIATELY NEXT TO THE GEOTEXTILE BY OPERATING i THE WHEELS OF TRACTOR OR SKID STEER ON EACH SIDE OF THE I GEOTEXTILE A MINIMUM OF 2 TIMES. ' , N � L -- ,1 12 UNDISTURBED GROUND 2 MONOFILAMENT TO BE FASTENED SECURELY TO POSTS WITH PLASTIC ZIF t Tt?-LNCH TIES SPACED EVERY 24". A MINIMUM OF 3 TIES PER POST. L EMBEDDED FILTER FABRIC MIN. 3. WHEN TWO SECTIONS OF MONOFILAMENT ADJOIN EACH OTHER THEY SHALL 8"-12" INTO GROUND W/ 6" LAID BE OVERLAPPED BY SIX INCHES AND FOLDED. ALONG BOTTOM OF TRENCH 4. MAINTENANCE SHALL BE PERFORMED AS NOTED IN THE EROSION CONTROL PLAN. COLLECTED MATERIAL SHALL BE REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. CROSS-SECTION [EIAALE MACHINE SLICED FENCE (MnDOT 3886) 1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY 126 OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET. 3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS PER MANUFACTURES RECOMMENDATION. 4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 4'-6" OVERLAP DEPENDING ON BLANKET TYPE. TO ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET. 5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3-OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12"APART ACROSS ENTIRE BLANKET WIDTH. 6. PLACE STAPLES/STAKES PER MANUFACTURE RECOMMENDATION FOR THE APPROPRIATE SLOPE BEING APPLIED. { MFRA McCombs Frank Roos Associates, Inc. [E-" 05/06 NO SCALE NOTES: 1. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY SECURE THE BLANKETS. 2. FOLLOW EROSION CONTROL TECHNOLOGY COUNCIL SPECIFICATION FOR PRODUCT SELECTION E-02 MFRA 05/06 EROSION CONTROL BLANKET McCombs Frank Roos NO SCALE YYY Associates, Inc. NOTE: THE ROCK ENTRANCES SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE WORK THE ROCK ENTRANCES SHALL BE INSPECTED FOLLOWING EACH RAINFALL. MAINTENANCE OF THE ROCK ENTRANCES SHALL INCLUDE A TOP DRESSING OF NEW GRAVEL, OR REMOVAL AND REPLACEMENT OF THE GRAVEL AS NEEDED, TO KEEP THE ENTRANCE FREE FROM COLLECTED MUD. ROCK ENTRANCE DRIVE APRON i •:i CONSTRUCTION AREA s. ^. FLOW ' MFRA "McCombs Frank Roos Associates, Inc. 5' MiN. (TYP) �I 2" X 4" WOOD FRAME 15' MIN, CROSSBRA' 8" MAX 3MIN. FRAME GATHER EXCESS AT CORNERS DROP INLET TIH ��''• ' GRATE \p 2" x 2" STAKE 1i II dBRIC MIN E-11 SILT FENCE INLET PROTECTION DEVICE MFRA O6/06 I P-1 McCombs Frank Roos NO SCALE Associates, Inc. APRON ON THIS SIDE + OF THE DIKE SHALL BE FOLDED UNDER THE DIKE SECTION •+ .. 20" AND GLUED DOWN .l • .�. •iF _, ... �..+:'"':..:... OVERLAP PER "• `• " MANUFACTURER'S :� r•:- %�'.. y. �; RECOMMENDATIONS DIKE PLAN VIEW NOTES: 1. INSTALLED SILT DIKE UNIT SHALL HAVE CONTINUOUS AND FIRM CONTACT WITH PAVEMENT. 2. ADHESIVES SHALL BE LIQUID NAIL OR APPROVED EQUAL FOR CONCRETE PAVEMENT APPLICATIONS AND EMULSIFIED ASPHALT FOR ASPHALT APPLICATIONS. ADHESIVE SHALL BE PLACED WHERE THE UNITS OVERLAP AND A 20" STRIP ALONG BOTH EDGES. 1 ADHESIVE1 1 '1 SILT DIKE (ON EXISTING PAVEMENT) N.T.S WAL-MART TYPICAL DETAIL EXISTING CONCRETE OR ASPHALT PAVEMENT 11/01/01 a No 0 MIRAFl FF101 - AISC MANUAL OF STEEL CONSTRUCTION, 9th EDITION. - AWS STRUCTURAL WELDING CODE -STEEL, DIA-94. - 29 CFR 192"SHA SAFETY AND HEALTH STANDARDS DESIGN LOADS ALLOWABLE AXLE WEIGHT LOAD n/a SAFETY FACTOR n,a WATER FLOW RATE (THROUGH TYPE FF FILTER) 0.707 cfs @ 3' head MAXIMUM OVERFLOW RATE 5.94 cfs C 15" head ROAD DRAIN CASTING APPLICABILTY AVAILABILITY • NEENAH R-3067 STOCK - NEENAH R-3512 ROAD DRAIN INLET PROTECTION CURB & GUTTER MODEL IP-2 NO SCALE WIMCO.LLC Y-Y CRUSHED STONE OVERFLOW WEIR ACCEPTABLE ATTACHMENT TO KEEP LINER IN PLACE 2'-3' CLEAN STONE -F 10 MB. PLASTIC LINING- 12" WASHOUT AREA 12' MIN. CONSTRUCTED BERM OR EXCAVATED PIT SECTION A -A NOTE(S): 1) PLACEMENT OF WASHOUT AREA SHALL BE AT THE DISCRETION OF THE CONTRACTOR BUT SHALL BE AT LEAST THE MINIMUM DISTANCE FROM THE RIGHT OF WAY AS REQUIRED BY LOCAL JURISDICTION AND SHALL BE LOCATED IN SUCH A MANNER SO THAT CONCRETE TRUCKS MAY PASS THROUGH THE WASHOUT AREA PRIOR TO THE STABILIZED ROCK CONSTRUCTION EXIT. 2) HARDENED MATERIAL SHALL BE BROKEN UP AND CLEANED OUT AS NEEDED TO MAINTAIN A FUNCTIONING WASHOUT AREA VOLUME OR AS DIRECTED BY THE ENGINEER. 3) WASHOUT AREA MUST BE GREATER THAN 50 FEET FROM ANY TREES. 1►111Qr CONCRETE Comm WASHOUT AREA I.VIL�ED, 2- 08 1. Vil ENGINEERING DEPARTMENT l FILTER ASSEMBLY POLYESTER SLEEVE MANHOLE COVER ASSEMBLY r, *• MANHOLE IN -PLACE ELEVATION VIEW 20000 LBS. AVAILABILITY STOCK 21 0.476 cfs @ 3' head 1.074 cfs @ 15" head 1.113 cfs @ 6" head 1,575 cfs @ 12" head O POLYESTER SLEEVE FILTER ASSEMBLY MANHOLE COVER ASSEMBLY ISOMETRIC VIEW SPECIFICATIONS AND STANDARDS AISC MANUAL OF STEEL CONSTRUCTION 9N EDITION. AWS STRUCTURAL WELDING CODE -STEEL, 01.1-94. 29 CFR 1926-OSHA SAFETY AND HEALTH STANDARDS DESIGN LOADS ALLOWABLE AXLE WEIGHT LOAD SAFETY FACTOR WATER FLOW RATE (THROUGH POLYESTER FILTER) MAXIMUM OVERFLOW RATE ROAD DRAIN INLET PROTECTION TOP SLAB MODEL RD 27 IP-3 NO SCALE WIMCO,LLC CONSULTANT: Engineering Planning Surveying RA m -ae H PNf. McCombs Frank Roos Associates, Inc. 14800 28th Avenue North, Suite 140 Plymouth • Minnesota • 55447 phone: 7631476-6010 • fax: 7631476-8532 website: www.m#a.com PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS' CONSULTANT L❑ SECURITY ® LANDLORD'S CONSULTANT ❑ 24 HOUR STORE ALL CONSTRUCTION WORK, BY: UNLESS NOTED OTHERWISE, ❑ WALGREENS' CONTRACTOR ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW.......... ® NEW....,...... IK REMODELING... ❑ EXISTING...... ❑ RELOCATION... ❑ NEW SHELL ONLY ❑ OTHER........ ❑ THIS PROJECT HAS BEEN DESIGNED TO THE FOLLOWING WALGREENS CRITERIA (AS MAY APPLY) 1. CRITERIA FEBRUARY 2007 2. ALL 2007 CRITERIA CONSTRUCTION BULLETINS THRU b02O743 �DEVEI OPER��I�ER- anion ,[N. 601 Marquette Avenue South, Suite 100 Minneapolis, MN 55402 (612) 341-9148/Fax:341-9131 CITY OF CHANHASSEN �T W"9A"001101" FACILITIES PLANNING, DESIGN & ENGINEERING 106 WILMOT ROAD DEERFIELD, ILLINOIS 60015 CERTIFICATION AND SEAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Erik W. Miller Registration No. 41326 Date: 08/27/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. 11/03/08 CITY COMMENTS 2 10/22/08 PER WALGREENS FIRST REVIEW COMMENTS 10/01/08 CITY COMMENTS — PATH ALONG 41 09/30/08 CITY COMMENTS 09/19/08 REVISED BOUNDARY LINE 08/27/08 CITY SUBMITTAL 08/22/08 WALGREENS REVIEW 06/08/08 OWNER REVIEW NO. DATE BY I DESCRIPTION CONST. REVISIONS W"09A"Wo,IL 2499 STATE HIGHWAY NO. 7 CHANHASSEN, MINNESOTA (SWC) STATE HIGHWAY 7 & STATE HIGHWAY 41 (HAZELTINE BLVD.) PROJECT LOCATION EROSION CONTROL PLAN / SWPPP DRAWING TITLE DATE. 08/15/08 STORE NO. DRAWING NO. 12434 DRAWN BY: J.F.J SCALE. C5.,.4 RELEASED TO REVIEWED CONSTRUCTION BY: E.W.M. N/A WALGREENS 2007 CRITERIA - THRU BULLETIN bI&20.743 b020758 APPROVED 12" FES INV=993.00 24 LF 12" PV k 12"- , ND r.12"-90R BEND _t C FIRE EPARTMENT CONNECTION c (REFER TO A CH PLANS FOR DETAILS) 6" PLUG END 5' FROM BLDG 6" DIP WATER SERVI 120 LF 6" PVC SDR26 = 0 1.00 CB 4 (48"0) CAST: R-2561 RIM=994.00 INV=990.00 LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER >> 0 SANITARY SEWER > -6 0--SN--0 FORCEMAIN (SAN.) 0- > I > ­0 0- > e >- 0 WATERMAIN ►�- I -� --� EASEMENT GAS LINE UG 80'-4" DRAINTILE ELECTRIC UE 0 0.00%t r , ' TELEPHONE UT UTILITY NOTES � - -`. THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD RAINGARDEN 0 bI y�" : +�) t! UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS > DT» T L; Q J MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OFTHESE SPECIFICATIONS. f/* ) < 1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY REQUIREMENTS. LT --- v I ------- _' � 2 CONTRACTOR SHALL NOT OPEN TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP _ , '• ' STMH 2 (48"0) EX CB WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CAST: R-1733 - - CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE CB 3 (48.0) RIM=995.60 RIM=993.32 » `� INV=988.82 THE LIABILITY OF THE CONTRACTOR ROOF DRAIN CONNECTION CAST: R-2561 45'-12 RCP .. v INV=990.24 RE -USE EXISTING CASTING INV=993.24 0 0.50% `� IN NEW CURB LIN RIM=994.75 ✓& 3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN END 5' FROM BLDG INV=990.50 -w RIM=993.30 (UN ANGED) (BUILDING, STORM AND SANITARY) CROSSINGS. 4. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 5. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. r "i 6. ALL SANITARY SEWER TO BE PVC SDR-26. UNLESS NOTED OTHERWISE. CONNECT NEW BUILDING SANITARY al; } SEWER TO EXISTING 6" SEWER 7. ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, POLY -WRAPPED, WITH 7.5 FEET MINIMUM COVER. I r, AT CLEANOUT INV=988.45 ` �j . ry i 8. ALL STORM SEWER PIPE TO BE REINFORCED CONCRETE PIPE WITH R-4 JOINTS, AND RUBBER GASKETS. ABANDON EXISTING I I 8" SANITARY SEWER 9. RIP RAP SHALL BE Mn/DOT CLASS 3. ®o IF NOT IN USE i.�` (FIELD VERIFY. 10. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF PROPOSED s BULKHEAD AT MANHOL ti i VESTIBULE, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING WALGREENS l!' . UTILITY ENTRANCE LOCATIONS. LT `� CROSSING INFO ' 1 4, 71 3 S.F. 11. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING 'i. ' v 12" RCP INV=988.70 II` UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, FFE=996.00 , TOP 6" PVC=986.80 it WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS CROSSING INFO Ij� BEING EXACT OR COMPLETE, AND IS OF UTILITY QUALITY LEVEL "ID". THE CONTRACTOR MUST CALL THE - � I CROSSINGG INFO 12" STORM INV=9$�. APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD RE -USE EXISTING 6" ". 12" STORM INV=989.60 LOCATION OF UTILITIES IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL _,. V TOP 6" SAN=985.60 [� SANITARY SEWER SERVICE _ , N/ 6" SAN/TOP=987.90 v EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE FIELD VERIFY LOCATION Sq of CB 1 (48"0) LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE I CONNECT TO 4" DOWNSPOUTS (SLOPE=2.5%t) j1. • �� CAST: R-3067 ONE CALL AT 454-0002. = WITH 8 LF 6" PVC 0 1.00% MIN. -,. J RE=992.85 CONNECTION INV=992.0t \� IE=989.00 ( ( PER THE ALTA SURVEY BY CORNERSTONE LAND SURVEYING, DATED 12-26-07: CONNECT TO EXISTING I �RDINATE LOCATION OF DOWNSPOUT � N THE UTILITIES SHOWN HEREON WERE FIELD LOCATED PER VISIBLE STRUCTURES WHERE POSSIBLE. MANY CONNE DNS WITH PLUMBIN 6" WATERMAIN WITH "ci.tl 59-12 RCP V v LOWER EXISTING S N UTILITY LOCATE MAPS FROM GOPHER STATE ONE CALL LOCATE TICKET #70715994 & 70716029 WERE 6"-45" BEND 0 1.00% , MATCH NEW PAV ON RECEIVED. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST MOST UTILITIES ARE SHOWN 6" VALVE s RIM = 993.30 [I' PER PROPOSED SITE PLAN AND UTILITY PLANS RECEEVED FROM THE CITY OF CHANHASSEN ENGINEERING " - • s EXISTI G HYDRANT DEPARTMENT. THESE PLANS WERE NOT AS -BUILT LOCATIONS AND ARE SHOWN FOR INFORMATIONAL 6"-456 BEND SAN I PURPOSES ONLY. CONTACT GOPHER STATE ONE BEFORE EXCAVATING. I' 69NWECT TO EXIS�y. G EX CB - - - - - M c . SANITARY SEWER M LE - ! 12. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO RIM EL=992.66 ) INV=984.78 - y� !" ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL O + INV N. EL=986. _ .SA 1MH ---------------- L BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING IN N. EL.=984.78 THE CONSTRUCTION PHASES OF THIS PROJECT. CC \ --� • ( I ` "- -I-� 13. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION L V. S EL.=984.58 ` i PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE / 0• TRANSFORMER r IC JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. T LOCATION CORE DRILL CONNECTION 83'-6" PVC SDR26 THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE LL • CLEANOUT v TO EXISTING CATCH IN AT f 0 1 00% DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S / INV=991.20 r ' ' INV=989.50 PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY \ = 8.40(W) r MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. INSTALL NEENAH R-1733 CASTING HYDRANT L ADJUST CASTING LOCATION IN FIELD I 14. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION \G�Sti 6" VALVE 2 TO AVOID PROPOSED CURB - - - _ _ "l SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 6 INCHES OF TOPSOIL PLACED Ore 6" TEE c�P� - - - - - _ _ \_ BENEATH THE SOD. CI F T \\ 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES INV=985.61 c i SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE 145" CAP FOR FUTURE \ MOVEMENT OF TRAFFIC WHERE NECESSARY, TRAFFIC CONTROL DEVICES SHALL CONFORM TO BEND 6" TEE CONNECTION LT < LL APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. N �Q 6" VALVE N 16. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE rn EX CB L a)tt SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE N It -j SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS _ RIM EL=994 09 v� w INV E!_=97 69 /// TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. L L Q cnZ w L t > > 17. SEWER AND WATER SERVICE TO SUPER AMERICA AND THE EXISTING RETAIL CENTER MUST BE PROVIDED V w z AT ALL TIMES. LF 12" RCP V L « R « 24" 18. TESTING OF THE WATERMAIN MIST BE COMPLETED IN THE PRESENCE OF A CITY OF CHANHASSEN 0 1.00% I tt--�''- « -<< RCP EMPLOYEE. CONTACT THE UTILITY DEPARTMENT 48 HOURS PRIOR TO TESTING AT 952-227-1300. 19. FIELD VERIFY LOCATION OF UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF LIGHT POLES EX CB RIM EL.=991.90 20. COORDINATE LOCATION OF EXISTING GAS SERVICES AND NEW BUILDING CONNECTION POINT WITH CDR DRILL CON CTION 'iIt' SAN M a INV. EL.=979.20 �i: CENTERPOINT ENERGY. TO EXIS NG STRUCT EAT RIM EL 94.96 L IN 989.34 INV0WVS. EL y� 3.5 RELOCATEIF D ISTII G�CANG 0 CONNECT TO EXISTING P OPOSED CI LINE. I L 6 WATERMAIN OTHERN E, REMOVE QASTING 6" VALVE I------- & INST LL NEENAH� -2548 __ FIELD VERIFYCONNECTIONPOINT CROSSING INFO 6" INV=986.50 8" S TOP=984.30 = - � _7� - f =a, v LT - OL `-FFE=995.8 N � 0 10 20 40 SCALE IN FEET: 1 INCH = 20 FEET WALGREENS 2007 CRITERIA -THRU BULLETIN b820743 b020758 APPROVED CONSULTANT: Engineering Planning Surveying yw� kk 8�5�','�t`i+ 4('illl IN tilo'ix�hl+liiflp,. I��Ihi��IIIIIII�IIVII'Ili�+ a iz�II IItM1u"III FRA xs McCombs Frank Roos Associates, Inc. 14800 28th Avenue North, Suite 140 Ptymouth • Minnesota • 55447 phone: 763/476-6010 • fax: 7631476-8532 websde: www.mfra.com PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS'CONSULTANT i❑ SECURITY 0 LANDLORD'S CONSULTANT ❑ 24 HOUR STORE ALL CONSTRUCTION WORK, BY: UNLESS NOTED OTHERWISE, ❑ WALGREENS'CONTRACTOR ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW.......... ® NEW........... REMODELING... ❑ EXISTING...... ❑ RELOCATION... ❑ NEW SHELL ONLY ❑ OTHER....... ❑ THIS PROJECT HAS BEEN DESIGNED TO THE FOLLOWING WALGREENS CRITERIA (AS MAY APPLY) 1. CRITERIA FEBRUARY 2007 2 ALL 2007 CRITERIA CONSTRUCTION BULLETINS THRU bO20743 DFKI�FR, anxonC. 00 601 Marquette Avenue South, Suite 100 Minneapolis, MN 55402 (612) 341-9148/Fax: 341-9131 CITY OF CHANHASSEN TENANT: W"9"Azo" FACILITIES PLANNING, DESIGN & ENGINEERING 106 WILMOT ROAD DEERFIELD, ILLINOIS 60015 CERTIFICATION AND SEAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Erik W. Miller Registration No. 41326 Date: 08/27/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. 11/03/08 CITY COMMENTS 2 10/22/08 PER WALGREENS FIRST RENEW COMMENTS 10/01/08 CITY COMMENTS - PATH ALONG 41 09/30/08 CITY COMMENTS 09/19/08 REVISED BOUNDARY LINE 08/27/08 CITY SUBMITTAL OB/22/08 WALGREENS REVIEW O8/OB/Ge OWNER REVIEW NO. DATE BY DESCRIPTION CONST. ?��REVISIONS W I`�` 2499 STATE HIGHWAY NO. 7 CHANHASSEN, MINNESOTA (SWC) STATE HIGHWAY 7 & STATE HIGHWAY 41 (HAZELTINE BLVD.) PROJECT LOCATION UTILITY PLAN DRAWING TITLE DATE: 08/15/O8 STORE NO. DRAWING NO. 12434 DRAWN Br. J.F.J SCALE: Uml RELEASED TO REVIEWED CONSTRUCTION BY: E.W.M. N/A FLARE TO MATCH min, Af I aaF-ear a I S` �DIAMER& 77 a11/5" L 7/8•-1 ]/16• I DOME SECTION 00000 000 W. 000000 AJ o0 PLAN VIEW OF DIGONAL RAMP ""�'' •�• enk DOME SPACING CURB & GUITER 0" � o .::. :..: u z J Z ........................ .08 R/FT. OR FLATTER© a 1 SECTION A -A x m J to i U 0.08 G 0014113ime OF FWT PI SIDE. MAY EXISTWa 0 "./FT.- .0 NOT FTSLO MAY 6 4' UBE 0.10 R./FT.- 0.08 FT/FT.AOPE ) ...............................................:...... s' s' 6' 3" 4' 0"min. 6' 3" 8' 7' ELEVATION OF RAMP 9 e 0' 9' (D 1/2 INCH PREFORMED JOINT FILLER MATERIAL, AASHTO M 213. Q) WHEN A MEDIAN IS NOT WIDE ENOUGH FOR TWO PEDESTRIAN RAMPS AND A 48" LANDING BETWEEN THEM, THE PEDESTRIAN CROSSING SHALL BE CUT THROUGH THE MEDIAN AT STREET LEVEL ® 6" TO 8' IS THE REQUIRED OFFSET OF THE TRUNCATED DOME AREA FROM THE FRONT FACE OF CURB. Q .ADA REQUIRED TRUNCATED DOME AREA SHALL BE 2' 0' MIN. IN DIRECTION OF TRAVEL AND SHALL EXTEND THE FULL WIDTH (4' 0" TYR) OF THE CURB RAMP. THIS 2' 0' BY 4' 0" WIDTH (TYP.) TRUNCATED DOME AREA SHALL CONTRAST VISUALLY WITH THE ADJACENT WALKING SURFACE. THE ENTIRE TRUNCATED DOME AREA SHALL BE A UGHT COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A DARK COLOR. THE ENTIRE TRUNCATED DOME AREA SHALL BE A DARK COLOR (GRAY) WHEN THE ADJACENT SIDEWALK IS A "WHITE" OR LIGHT GRAY CEMENT COLOR. SURFACE APPLIED TRUNCATED DOMES OR STAMPED CONCRETE WILL NOT BE ALLOWED. ® TRUNCATED DOME AREA SHALL MEET THE CURRENT MNDOT STANDARDS FOR DETECTABLE WARNING SYSTEMS. PL VARIABLE 10' 1/2-PER FT. SLOPE TOWARD ROADWAY TOPSOIL TYPICAL 3" MNDOT 2350 LVWE450306 6" CLASS 5 BASE (100% CRUSHED) COMPACTED SUBGRADE PER SOIL ENGINEER NOTES: 1. Shoulders to be backfilled and restored with 3" of topsoil and re -vegetated with sod or seed / mulch. 2. The contractor or developer shall supply a 2 year 100% maintenance bond upon city acceptance. 3. This detail / specifications are minimumn requirements, additional design may be required depending on existing sub -grade soil conditions. 4. Bituminous trails may not be constructed on unsuitable soils. No waste material, black dirt, or organic soils allowed. NOTES: 1. Shape of bock of buttress may vary as long as poured against firm undisturbed earth. 2. Dimension C1,C2,C3 should be lor9e enough to make angle 0 equal to or larger than 45°. 3. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 4. 6, = 45" Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megolugs thrust restraints or equal 6 - See no BUTTRESS DIMENSIONS PIPE 22 1/2° BEND 45° BEND 90° BEND/TEE SIZE BI Dl B2 D2 B3 D3 6" l'-5" 1'-5" V- 5" 1'-5" 2'-l" V- 6" 8" V-5" 1'-5" 2'-1' V-6" 2'-8" 2'-0' 12' V-10" V-10" 3'-4" 2'-0' 4'-9" 2'-6" 16" S-O" 2'-0" 3'-10' 3'-0' 6'-2" 3'-6" 20" 3'-6" 2'-8" 5'-6' 3'-4" 8'-4" 4'-0' 24" 4'-4' 3'-0" 6'-10" 3'-10 9'-8. 5'-0. 30" - - 9'-3" 6'-0" 17'-0 6'-0" PLAN 90' BENDS Variable CONCRETE SHAL IN CONTACT W11 THIS QUADRANT OF PIPE e - See note 4 PLAN 45' BENDS 0 - See SECTION A -A PLAN 22 1/2• BENDS CONCRETE Wi OF PEDESTRIAN b111 OF BITUMINOUS t OF CURB RAMP c TRAIL aliTHRUST 0 BLOCKING REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.: 5215 REVISED: 2-08 ENGINEERING DEPARTMENT PLATE NO.. 521ii REVISED: 2-o8 ENGINEERING DEPARTMENT PLATE NO.: 1002 FILE NAME: G: ENG SPECS 5216 L FILE NAME: G:\ENG\SPECS\1002 N, DROP LID 7.5' Minimum cover required w WATER Tyler No. 6860 over top of water main. w C2u 1/2"r 3'r slope D 3 4" er ft n 8" 18" 1 /2"r I Top Bituminous Material MnDOT B618 Concrete Curb and Gutter Top Bituminous Material MnDOT B612 Concrete Curb and Gutter NOTE: For Use Only with Private Driveways, Parking Lots, or Medians. LATE: Surmountable Curb & Cutter to be bonsflbned into a 8618 two at cotchbwln. Cotd boein Frame & Grate Neenah R-3067-V or VH Grate. b A, f ` surrrwnlada concrete Curb & Gutter 2 - /4-60• tong Rebors Earl. ray 28'R 12 R� 76 68"R Top Bituminous Material . , SURMOUNTABLE R t�1/2 iv Concrete Curb and Gutter o 5' Min. Transition M:... \ - •17 1/2" " 1011/2" n Top of Curb 28' w 4" 8' 1 1/8'r Design gutter line grade Bituminous Bituminous Curb m Surface 6" Shoe Formed SECTION A -A N� No Scale A D ` o Aso �r o doff Catehbasin to be depressed 2• below design gutter Ilea grade. Noel, i R-3067-VB shall be used at NI low pok,ts. ISOMETRIC No Scale .9 5' Min. Transition o �'65 c 2" a w 2 - iy4-60" LONG Rebars Each way Frame & Costing CPI'IOF TYPICAL CURBCM OF CURB CLEM 0 AND GUTTER + � CONSTRUCTION AT CAATCHCH BASIN REVISED: 2-OB PLATE NO.: REVISED: 2-08 PLATE NO.: ENGINEERING DEPARTMENT 5203 ENGINEERING DEPARTMENT 3106 p o Mueller No. H-10361 24"x36" slab opening for Neenah Bibby -Ste -Croix No. B-5160 p ix J $ 9 y TOWITHIN6L OF THE SURFACE R3067-V or equal Ring Casting and Adjusting a Sigma No. V82600W Rin (See Plate 2110) N N o a s Q �IF THE DISTANCE FROM U_ �1L 0 F THE TOP NUT OF THE VALVE TO Provide I&I Barrier on all sanitary � o THE SURFACE IS GREATER THAN 8'. Note: sewer manhole(see plate 2109) d y" W U i $ Grade n o �z x o >Q x o a 0 �J m ¢ o I -"a m �• TOP a`> >, tL �" 'Nil ,L N iF m ` <- Tyler No. 6860 26" o o m 3- 8 � w Mueller No. H-10361 26" 3-0 a c2 N u o Bibby -Ste -Croix No. VB502 27" m 3 z a_ o iv < m Sigma No. VB63OG 0 0 p NO N zw m J o a = WM C ao .` o w D U o_ 3 a H EXTENSION a1 w S m y a a Tyler No. 58 14" y In o N a a-0i M No. 59 18" U N N� Z N i.1 v1 F x W No. 60 24" ` u� o \ J i Mueller No. 58 14" m E z a z a No. 59 20" `j a a tO Q I x Bibby -Ste -Croix Ln rn� o 'XVh.9 x�< VB520 No. 57 9" o w i - H Uy' a a V8521 No. 58 14' 5 ? H `s VB522 No. 59 20" >, m" V8523 No. 60 26" T -M =io Sigma No. VB630 \\ BOTTOM Q o/ a� 1 W� 6 3:0 2 Tyler No. 6860 65" FZo& I J J iym'6vMo Mueller No. H-10369 65" o �cwTo�� I 4,o Y oMa'6wa Bibby -Ste -Croix No. VB516 60" 0 JMZz Oea p00 a��„�4a�M Sigma No. VB6302 60- u ¢ N o a VI w .. zo�0 w m% otti rr u� la- Valve and Box to be (� 95 o Ip- g p¢<p p a a w > w a U Zvi < plastic wrapped per L� a woe3ry z co wI } � F W i«. section 2.03a ow wo aY 3pr aFo U isazz BASE T mW rca 3' - • N Z� N a x >U-U pQN mN y 23 �u¢ J mZ�m Or Ov uoOL_ TEO U\ZO aaa3 ia< ZZ w W O � Q a N roo� ZJJoll �mU 6ui ui �aF Q�dQ-U Z W Z L J N wVUW LYL) rW<of J o_ �w~�=w i=w ao-aw SLO 1-to x0Q_ iNQ� W1IOF TYPICAL vl11OF HYDRANT �+ INSTALLATION ��ellueu0Lt1 REVISED: 2-08 PLATE NO.: REVISED ENGINEERING DEPARTMENT 1004 FILE NAME: G: ENG SPECS 1004 FILE NAME G: ENG SPECS 1006 4" CONCRETE WITH 6 x 6 - 10 x BITUMINOUS SURFACE 10 WIRE MESH - JOINTS 5.0' O.C.d: 1" R. VARIES 2" SLOPE 02.0% e y'• 4" SAND BASE 45° s INTEGRAL CURB/SIDEWALK * HEIGHT VARIES - SEE GRADING PLAN PROPOSED EXISTING In PAVEMENT JOINT DETAIL N . 1- V Grate shown 2- VB Grates shall be used at oil low points. Manhole steps, Neenah R1981J or Aluminum, 16" on center. Neenah R3067-V casting and o Steps Shall be on Downstream grate or equal. Side Unless Pipe Diameter is 18" or Larger All joints in manhole to have "0"ring PLAN Minimum of 2 maximum of 5-2" 6" Conc. collar concrete adjustment rings with full rubber gaskets. Infi-shield externalseals as required by the Engineer. beds of mortar. A Maximum of 2 Short Manhole -- Precast concrete or 4'-0" Risers to be Used Directly HDPE adjusting rings. Below one Section 6" precast reinforced concrete slab. Pipe shall be cut out flush Top of barrel section under top slab m 5" with inside face of wall. to have flat top edge s6ded with 2 beads of Romnek or equal. > Kor-n-seal required. All joints in manhole to have "0" ring rubber gaskets. Precast concrete section NPrecast Inverts Must be 1/2 of NOTES: Doghouses shall be routed on Pipe Diameter and Benches 9 9 ZM',nmum SECTION VIEWSloped 2" Toward the Invert both the outside and inside.2. No block structures are allowed. thickness of precast base is Manhole steps, Neenah R1981J or 6" for 14' deep or less, and increases equal, 16" o.c., Aluminum steps 1' in thickness for every 4' of depth approved. greater than 14'. Minimum slab thickness 6" for 14' <clepth. Increase thickne i" forNOTE: thickness each 4' of depth areater than r Kor-n-seal manhole or equal considered acceptable alternate. and reinforce with 6"x6" 10/10 mesh. 2. All dog houses shall be grouted on inside and outside. Grout bottom of manhole to 1/2 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sign (MH) SECTION diameter at pipe and slope grout 2" toward invert. shall be installed next to the manhole. 18"X18"X8" concrete block GATE VALVE C919 AND BOX INSTALLATION MW PLATE NO.: REVISED: 2-08 ENGINEERING DEPARTMENT 1006 FILE NAME G ENG SPECS 3102 LATEX LATEX OR EPDXY MODIFIED CEMENT MORTAR LEVELING COURSE. Adjust top to 3/4" below grade. Box to be set to provide 12" of adjustment. Sigma No.VB630 Tyler No. 6850 Mueller No. H-10357 Bibby -Ste -Croix B-5001 Gate valve box, screw type, 3 piece, 5 1/4" shaft, size G box, 7'-6 extended, #6 round base GATE VALVE ADAPTER: 1/4" STEEL WITH PROTECTIVE COATING, 1/2" RUBBER GASKET INSTALLED BETWEEN THE GATE VALVE AND GATE VALVE ADAPTER. Mueller or American Flow Control Resilient Wedge Valve L Conforming to AWWA C-515-80 standards with all stainless steel nuts & bolts. oI 1A. E E Varies 4'-0- Typ. 1.1 5" m 6" O 12x12 TRUNCATED DOME PAVERS W/ SEALED GROUT JOINTS I \ N a ' ACCEPTABLE PAVER MANUFACTURERS: -HANOVER ARCHITECTURAL PRODUCTS, DETECTABLE WARNING PAVERS, www.hanoverpovers.com/html/detectable.htmi -TekWayT' - DETECTABLE WARNING SYSTEM www.stronggo.com/ourproducts.html -NuWay, CAST IN TACT, DETECTABLE WARNING PAVERS www.nuwayinc.com/CAST-IN-TACT-l.pdf SECTION AT ACCESSIBLE PARKING AREA CATCH BASIN MANHOLE ENGINEERING DEPARTMENT PLATE NO.:3102 EXISTING BITUMINOUS VARIABLE 2.5"-4.5" EXISTING CLASS V VARIABLE 4'-6" N.T.S 0 ffff OF III= 2-08 ME: G: \ENG\SPECS\2101 EXISTING SECTION PROPOSED ALTERNATE SECTION Manhole Frame and Cover "I/1 BARRIER" INNER 1"L HOPE OR MANHOLE RING SEAL f PRECAST CONCRETE AS MANUFACTURED BY "STRIKE PRODUCTS" ADJUSTING RINGS OR APPROVED EQUAL PRECAST, BLOCK, OR 27" \ MASTIC SEAL BRICK MANHOLE CONE CORBEL e a 4 48" INFI-SHIELD EXTERNAL SEALS AT BARREL AND CONE SECTION JOINTS ON SANITARY APPLICATIONS OR APPROVED EQUAL AS REQUIRED BY THE ENGINEER. NOTES: 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. CASTING SHOULD NOT REST ON SEAL. 2. PLACE MASTIC ON TOP OF CONE SECTION AND BENEATH SEAL . 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. STANDARD CfflOF MANHOLE0 , DEPARTMENT PLATE NO.: 2101 REVISED: 2-08 ENGINEERING FILE NAME: G: ENG SPECS 21 D9 2- MV WEAR, MN/DOT SPEC 2360 3" MV NON -WEAR, MN/DOT SPEC 2360 it ��AM47N:i�7�irF'1 r ra ra r .40 �� 1 • 1 1 ' 1 • 1 e l --------------------------- --------------------------- v .. 6" PCC PAVEMENT, MN/DOT SPEC 2301 --------------------------- zj �, z , ��r;, 0 My i PwIt'i, ,i 4 ' • • 1 I • 1 ' • 1 1 1/2" ASPHALT SURFACE OVERLAY, MN/DOT SPEC 2350 TACK COAT, MN/DOT SPEC 2357 EXISTING PAVEMENT SUBGRADE TO BE APPROVED BY SOILS ENGINEER N.T.S. I & I BARRIER PLATE NO.: ENGINEERING DEPARTMENT 2109 1.5" MV WEAR, MN/DOT SPEC 2360 1.5" MV NON -WEAR, MN/DOT SPEC 2360 7" CLASS V (CRUSHED AGGREGATE BASE) MN/DOT SPEC 3138 SUBGRADE TO BE APPROVED BY OWNER REPRESENTATIVE STANDARD DUTY ASPHALT PAVING 2" MV WEAR, MN/DOT SPEC 2360 2" MV NON -WEAR, MN/DOT SPEC 2360 7" CLASS V (CRUSHED AGGREGATE BASE) MN/DOT SPEC 3138 SUBGRADE TO BE APPROVED BY OWNER REPRESENTATIVE HEAVY DUTY ASPHALT PAVING N.T,S. �►PPRC?VED CONSULTANT Engineering • Planning Surveying McCombs Frank Roos Associates, Inc. 14800 28th Avenue North, Suite 140 Plymouth • Minnesota • 55447 phone: 763/476-6010 • fax: 7631476-8532 webs#e: www.mfra.com PROJECT TYPE DRAWINGSISPECIFICATIONS BY: ❑ WALGREENS'CONSULTANT 1❑ SECURITY ® LANDLORD'S CONSULTANT ❑ 24 HOUR STORE ALL CONSTRUCTION WORK, BY: UNLESS NOTED OTHERWISE, ❑ WALGREENS'CONTRACTOR ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW.......... ® NEW........... REMODELING... ❑ EXISTING...... ❑ RELOCATION... ❑ NEW SHELL ONLY ❑ OTHER....,... ❑ THIS PROJECT HAS BEEN DESIGNED TO THE FOLLOWING WALGREENS CRITERIA (AS MAY APPLY) 1. CRITERIA FEBRUARY 2007 2. ALL 2007 CRITERIA CONSTRUCTION BULLETINS THRU b02O743 DEAR- anxon A100 TN� 601 Marquette Avenue South, Suite 100 Minneapolis, MN 55402 (612) 341-9148/Fax:341-9131 CITY OF CHANHASSEN TENANT: wao 9A"000" FACILITIES PLANNING, DESIGN & ENGINEERING 106 WILMOT ROAD DEERFIELD, ILLINOIS 60015 CERTIFICATION AND SEAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. ZA?yl.< Y✓• �I� Erik W. Miller Registration No. 41326 Date: 08/27/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. 11/03/08 CITY COMMENTS 2 10/22/08 PER WALGREENS FIRST REVIEW COMMENTS 10/01/08 CITY COMMENTS - PATH ALONG 41 09/30/08 CITY COMMENTS 09/19/08 REVISED BOUNDARY UNE 08/27/08 CITY SUBMITTAL 08/22/08 WALGREENS REVIEW 08/08/08 OWNER REVIEW NO, DATE BY DESCRIPTION CONST. REVISIONS W"09 2499 STATE HIGHWAY NO. 7 CHANHASSEN,MINNESOTA (SWC) STATE HIGHWAY 7 & STATE HIGHWAY 41 (HAZELTINE BLVD.) PROJECT LOCATION CIVIL DETAILS DRAWING TITLE DATE: 08/15/08 STORE NO. DRAWING NO. 12434 DRAWN J.F.J SCALE: By; c9ml RELEASED TO REVIEWED CONSTRUCTION BY: E.W.M. N/A WALGREENS 2007 CRITERIA - THRU BULLETIN bg-207-43 b020758 / 10 3 A0.1 5 4'-0 r_ 177 tl Z AT ROOF irTA 3 11 1 `ro C9. (2) —0" GATES r 5 m A2.1 Z 14 9 U I 13 _ 14 • � —0 mij 1. 13 O O 2 5 �^ 8 3 10 13 v A0.1 s 10 2........................................................................■ • • A • • E 7 2 • 2 12 2 • ■ lS 7 15 7 5 ■ ■ o 0 W • W ■ 000 00000 4.4 0000000000 0000 00000 FTjr ENLGD. PLAN ® SERVICE AREA-0 1 C9.2 3/16' = 1'-0" NORTH 2 C9.2 ELEVATION ®GATE 3/e" = V-0" TOTE ROOF — REFER TO 3/C9.2 12"W. x 18'H. SIGN LABELED 'AUTHORIZED PERSONEL ONLY — NO TRESPASSING" — MOUNT SIGN PLUMB AT 5'-0" ABOVE CONCRETE PAD TO BOTTOM OF SIGN WITH NON —CORROSION AND TAMPER RESISTANT FASTENERS — INSTALLED BY WALGREENS CONTRACTOR GATE CLOSURE/LATCH — REFER TO 5/C9.2 GATE POST — REFER TO 4/C9.2 SERVICE AREA KEYED NOTES SERVICE AREA KEYED NOTES O1 DASHED LINE INDICATES 11'-6" x 45'-0' CLEAR AREA FOR REFUSE TRUCK O8 GAS METER WITH BOLLARDS —REFER TO CIVIL AND M1.1 FOR ADDITIONAL 13 24' OCTAGONAL REFLECTIVE STEEL STOP SIGN (SETBACK CLEAR OF CONCRETE PAD SHALL BE A MINIMUM OF 3,000 P.S.I. AIR ENTRAINED CONCRETE 6" THICK WITH (t4 BARS X 12' O.C. EACH WAY, SURFACE TO RELIEVE BROOM APPROACH INFORMATION TRAFFIC) —ALIGN EDGE OF STOP SIGN MATH EDGE OF 1'-0' CURB AT FINISH AND SHALL BE FLAT EXCEPT FOR WASH (1.66 PERCENT MAXIMUM) 2 CONTROL JOINT IN CONC. APRON —REFER TO CIVIL OpgD MOUNTED TRANSFORMER WITH PORTECTIVE BOLLARDS —REFER TO DRIVE—THRU —REFER TO 7/C4.1 GENERAL CONTRACTOR TO COORDINATE COMPACTORS/CONTAINERS NTH A.C.E.S. 3 CONC. APRON —REFER TO STRUCT. DWGS. CIVIL AND ELECTRICAL DRAWINGS FOR ADDITIOANL INFORMATION 14 'DO NOT ENTER' REFLECTIVE STEEL SIGN (SETBACK CLEAR OF TRAFFIC) — AND EQUIPMENT COMPANY —CONTACT AL PREUSKEP. (800)664-0754 4 CONC. STOOP —REFER TO STRUCT. DWGS. 10 CONCRETE CURB AND GUTTER —REFER TO CIVIL DRAWINGS REFER TO 7/C4.1 15 ENCLOSURE GATES: STEEL FRAMED WITH 6' DIA. STEEL HINGE POSTS AND DRIVE UP SENSOR ENCLOSED IN 2-1/2* DIA. PVC, 14" LONG W/ CAP — 2.375" O.D. NOMINAL GALVANIZED LINE POST. INDUSTRIAL GRADE CANE DROP g 48' H. STL. PIPE BOLLARD —REFER TO C4.1 11 FIRE HYDRANT —REFER TO CIVIL DRAWINGS REFER TO A4.4 AND ELEC. DWGS. BOLTS (FOR HOLD OPEN AND SECURE CLOSE POSITIONS) WITH PADLOCK HASP 16 RECESSED MOUNTED WEATHERPROOF JUNCTION BOX (FOR FUTURE AND GALVANIZED, SURFACE MOUNTED BOLT ON HINGES (SIM. TO PART #15607) 6 EXTERIOR WATER HYDRANT —REFER TO PLUMBING DRAWINGS 12 DASHED LINE INDICATES AWNING OVER WINDOW —REFER TO A2.1 OINTERCOM GREETING STATION) W/ CONDUIT TO BELOW WINDOW, BY BY MASTER HALLO, INC. ((800)229-5815) OR EQUAL 7 DRIVE—THRU CONCRETE CURB —REFER TO CIVIL ELECTRICAL CONTRACTOR 3" x 4" TUBE STEEL TO SPAN OPENING OF GATES/BOLLARDS W/ BASE PLATE —PRIME AND PAINT (2 PART EPDXY) STANDING SEAM ROOFING SYSTEM — COLOR TO MATCH AWNINGS AT WINDOWS OVER EXT. GD. PLYWD. SHEATHING METAL TRUSS SYSTEM — REFER TO LIGHT GAUGE METAL SHOP DRAWINGS 4" GUTTER —COLOR —3" FACE TO FACE TO MATCH ROOF OF PLYWOOD .' VERIFY IN FIELD 49 "TOTE STORAGE" WALL CONSTRUCTION —REFER TO 3/A0.1 DETAIL ®TOTE ROOF 1 /2" — 1 —0" <e . ° „, _.. _ •. , -- � CONTINUOUS 18B' • 'L.. ,, INDUSTRIAL GALVANIZED METAL HINGE —PAINT "BLACK' HINGE DETAIL 6" DIA. GALVANIZED METAL POST —GROUT SOLI D 3" x 4" TUBE STEEL FRAME 1-3/8" DIA. GALVANIZED METAL DROP ROD FORK AND HANDLE W/ LATCH BOLT TO ACCEPT PAD LOCK GALVANIZED METAL DROP ROD GUIDE — 3 PER GATE —ATTACH W/ 3/8" DIA. CARRIAGE BOLT DETAIL AT GATE FRAMING C9. 3" W. x 4" H. TUBE STEEL FRAME AT PERIMETER OF GATE — PAINT "BLACK" 1-1/2" X 1-1/2" STEEL ANGLE —PAINT "BLACK" 1-1/2" METAL DECKING — PREFINISHED TO MATCH BERRIDGE METALS "ANTIQUE COPPER —COTE" 2" W. x 4" H. TUBE STEEL HORIZONTAL FRAME —PAINT "BLACK" 1-1/2" X 1-1/2" STEEL ANGLE — PAINT "BLACK" 1-1/2" METAL DECKING — PREFINISHED TO MATCH BERRIDGE METALS "ANTIQUE COPPER —COTE" 3" W. x 4" H. TUBE STEEL FRAME AT PERIMETER OF GATE — PAINT "BLACK" GATE FRAME FRA N.T.S. 5111,11111111i V rF1 wao 9AZ11000" v ans Engineering •Planning •Surveying xu� dp II �ga d u9� �iuuil9 McCombs Frank Roos Associates, Inc. 14800 2ft Avenue North, Suite 140 Plymouth •Minnesota • 55447 phone: 763/476-6010 •fax 763/476-8532 website: www.mfra.com PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS'CONSULTANT 1❑ SECURITY ® LANDLORD'S CONSULTANT ❑ 24 HOUR STORE ALL CONSTRUCTION WORK, BY: UNLESS NOTED OTHERWISE, ❑ WALGREENS'CONTRACTOR ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW.......... ® NEW........... REMODELING... ❑ EXISTING...... ❑ RELOCATION... ❑ NEW SHELL ONLY ❑ OTHER........ ❑ anxon TN.. 601 Marquette Avenue South, Suite 100 Minneapolis, MN 55402 (612)341-9148/Fax:341-9131 CITY OF CHANHASSEN FACILITIES PLANNING, DESIGN &ENGINEERING 106 WILMOT ROAD DEERFIELD, ILLINOIS 60015 CERTIFICATION AND SEAL I hereby certify that this plan, specification or report was prepared by me or under my direct supe ision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Erik W. Miller Registration No. 41326 Date: 08/27l2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. s � wl� aim ��•II�N�N N0. DATE BY DESCRIPTION CONST. REVISIONS 2499 STATE HIGHWAY NO. 7 CHANHASSEN, NIINNESOTA (SWC) STATE HIGHWAY 7 8 STATE HIGHWAY 41 (HAZELTINE BLVD.) PROJECT LOCATION CIVIL DETAILS DRAWING TITLE DATE: 08/1 S/O8 STORE NO. DRAWING NO. 12434 DRAWN SCALE: BY: J F J AS NOTED RELEASED TO C902 REVIEWED CONSTRUCTION BY: E.W.M. N/A 3" x 4" TUBE STEEL TO SPAN OPENING OF GATES/BOLLARDS W/ BASE PLATE —PRIME AND PAINT (2 PART EPDXY) STANDING SEAM ROOFING SYSTEM — COLOR TO MATCH AWNINGS AT WINDOWS OVER EXT. GD. PLYWD. SHEATHING METAL TRUSS SYSTEM — REFER TO LIGHT GAUGE METAL SHOP DRAWINGS 4" GUTTER —COLOR —3" FACE TO FACE TO MATCH ROOF OF PLYWOOD .' VERIFY IN FIELD 49 "TOTE STORAGE" WALL CONSTRUCTION —REFER TO 3/A0.1 DETAIL ®TOTE ROOF 1 /2" — 1 —0" <e . ° „, _.. _ •. , -- � CONTINUOUS 18B' • 'L.. ,, INDUSTRIAL GALVANIZED METAL HINGE —PAINT "BLACK' HINGE DETAIL 6" DIA. GALVANIZED METAL POST —GROUT SOLI D 3" x 4" TUBE STEEL FRAME 1-3/8" DIA. GALVANIZED METAL DROP ROD FORK AND HANDLE W/ LATCH BOLT TO ACCEPT PAD LOCK GALVANIZED METAL DROP ROD GUIDE — 3 PER GATE —ATTACH W/ 3/8" DIA. CARRIAGE BOLT DETAIL AT GATE FRAMING C9. 3" W. x 4" H. TUBE STEEL FRAME AT PERIMETER OF GATE — PAINT "BLACK" 1-1/2" X 1-1/2" STEEL ANGLE —PAINT "BLACK" 1-1/2" METAL DECKING — PREFINISHED TO MATCH BERRIDGE METALS "ANTIQUE COPPER —COTE" 2" W. x 4" H. TUBE STEEL HORIZONTAL FRAME —PAINT "BLACK" 1-1/2" X 1-1/2" STEEL ANGLE — PAINT "BLACK" 1-1/2" METAL DECKING — PREFINISHED TO MATCH BERRIDGE METALS "ANTIQUE COPPER —COTE" 3" W. x 4" H. TUBE STEEL FRAME AT PERIMETER OF GATE — PAINT "BLACK" GATE FRAME FRA N.T.S. 5111,11111111i V rF1 wao 9AZ11000" v ans Engineering •Planning •Surveying xu� dp II �ga d u9� �iuuil9 McCombs Frank Roos Associates, Inc. 14800 2ft Avenue North, Suite 140 Plymouth •Minnesota • 55447 phone: 763/476-6010 •fax 763/476-8532 website: www.mfra.com PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS'CONSULTANT 1❑ SECURITY ® LANDLORD'S CONSULTANT ❑ 24 HOUR STORE ALL CONSTRUCTION WORK, BY: UNLESS NOTED OTHERWISE, ❑ WALGREENS'CONTRACTOR ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW.......... ® NEW........... REMODELING... ❑ EXISTING...... ❑ RELOCATION... ❑ NEW SHELL ONLY ❑ OTHER........ ❑ anxon TN.. 601 Marquette Avenue South, Suite 100 Minneapolis, MN 55402 (612)341-9148/Fax:341-9131 CITY OF CHANHASSEN FACILITIES PLANNING, DESIGN &ENGINEERING 106 WILMOT ROAD DEERFIELD, ILLINOIS 60015 CERTIFICATION AND SEAL I hereby certify that this plan, specification or report was prepared by me or under my direct supe ision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Erik W. Miller Registration No. 41326 Date: 08/27l2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. s � wl� aim ��•II�N�N N0. DATE BY DESCRIPTION CONST. REVISIONS 2499 STATE HIGHWAY NO. 7 CHANHASSEN, NIINNESOTA (SWC) STATE HIGHWAY 7 8 STATE HIGHWAY 41 (HAZELTINE BLVD.) PROJECT LOCATION CIVIL DETAILS DRAWING TITLE DATE: 08/1 S/O8 STORE NO. DRAWING NO. 12434 DRAWN SCALE: BY: J F J AS NOTED RELEASED TO C902 REVIEWED CONSTRUCTION BY: E.W.M. N/A MATCH EXISTING —� CURB h GUTTER AT EXISTING CB j / 1 x waa x� I Px9 � % f % r °h 3 s r ! A I � i N 0 15 6b ¢� t 1 SCALE IN FEET: 1INCH = 30 FEET"I'll lj BITUMINOUS TRAIL IMPROVEMENTS REFER TO SHEET C5.1 & C5.2 FOR EROSION CONTROL PLAN MIA JOINT DOWEL DIAMETER = T/8 (IN) WITH 3/4" MINIMUM DOWEL DIAMETER FOR PAVEMENT THICKNESS LESS THAN 8" 1 18" LONG EPDXY COATED SMOOTH DOWEL 0 12" O.C. ____ _ . _„_ (SEE PCC JOINT p v C Q ' v p v v v a V O p Q p v D .. Q d p _ on WE T ul-lu R U PAVEMENT PAINTING CONCRETE PAVEMENT JOINT LAYOUT CA 2 KEYED NOTES Oj 6"0 STANDARD STL. PIPE CONCRETE FILLED IN 6 RECEIVING LOCATIONS INCLUDING UTILITIES, TRASH ENCLOSURE, AND SPRINKLER RISERS; 4"0 STL. PIPE 1 CONCRETE FILLED AT o DRIVE—THRU CANOPY ISLAND NOTES: °D AND FRONT WALK. PROVIDE 1. PAINT COLOR TO BE "YELLOW" FOR 1/4" WELDED CLOSURE ARROW AND LETTERS. "DRIVE—THRU" AND < PLATE AT BOTTOM. ALL "STOP" LETTERS TO BE ELONGATED < w STEEL TO BE RUST FREE HELEVETICA MEDIUM — 4" WIDE STROKES. o e AND PRIME COATED. 2. PAINT 2" BLACK OUTLINE AROUND I 2 BOLLARDS ON WALK TO ARROW AND LETTERS FOR PROJECTS WITH w RECEIVE GRAY POLYETHYLENE CONCRETE PARKING LOTS. COVER. ALL OTHERS TO n.� RECEIVE A YELLOW COVER LANE MOTH 3 (FROM IDEAL SHIELD — 313-842-7290). `ol O2 TOP OF PAVEMENT. „ O 24"0 CONCRETE FOUNDATION. �, USE SONOTUBE FORM. D - O 3/8"0 WELDED HOOPS. 18"0 TOP, BOTTOM, AND CENTER. O5 SOLID UNDISTURBED SOIL. 5 O PROVIDE PITCH, SMOOTH 6 CONCRETE FINISH. TYPICAL PIPE BOLLARD DOWEL DIAMETER = T/8 (IN) WITH 3/4" MINIMUM DOWEL DIAMETER FOR PAVEMENT THICKNESS LESS THAN 8" 18' LONG EPDXY COATED SMOOTH DOWEL 0 12" O.0 1 (SEE PCC JOINT .r I - - CLOSED END NONMETALLIC (FIRST POUR) (SECOND POUR) /EXPANSION CAP, 3 1/4" MINIMUM LENGTH SIZED TO Y N • x '' _ • SECURELY FIT DOWEL ~ (�,. is CLOSED END NONMETALLIC •.::.. ,.;..,•....,�;;•,,,.': EXPANSION CAP, 31/4" 1-1/4" MIN. MINIMUM LENGTH, SIZED TO _�,; `�`' _?'=� `.":(' ;:":'�� 11+;:'='':'+";`•:<_,' CLEARANCE ..... ....:.. .... :... :: - - 3.- - - SECURELY FIT DOWEL , .'...... N N > T PAVEMENT TOP 1 8" NO H A' F M ' •� :r= r• � ,X)fNT C SEALANT SEE CC JOIN oowE� c BE �!e �n Eo i+ =�ti=':;r': CLEARANCE !'. .,, .,;�.�i•' ' °: _ DETAIL BLOW-UP) '��..��y+;':`?� ::5 �'. x'„'q.;., 112'MIN. REFORMED ,•i:`.-' ,':,'.. :.. ..; <•.:, .;. ... ., �.. -r ... .r {...'... TOP 1/8" NO JOINT JOINT FlLLEN T = PAVEMENT TOP 1/8" NO JOINT T =PAVEMENT SEALANT SEE PCC JOINT THICKNESS THICKNESS DETAIL BLOW-UP) NOTES: SEALANT SEE PCC JOINT ooweeoae.uanicnrm 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE, DRILLING BY HAND DETAIL BLOW-UP) OR PUSHING DOWEL BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE. NOTE: NOTE: 1. DOWELS SHALL BE SUPPORTED BY AN APPROVED DEVICE, DRILLING BY HAND 2. REFERENCE SPECIFICATION FOR JOINT SPACING. 1. REFERENCE SPECIFICATIONS FOR JOINT SPACING. OR PUSHING DOWEL BARS INTO GREEN CONCRETE IS NOT ACCEPTABLE. CONTRACTION JOINT CONSTRUCTION JOINT TRANSVERSE EXPANSION JOINT CONCRETE JOINT DETAILS N.T.S. WALGREENS 2007 CRITERIA - THRU BULLETIN bG20.743 b02O758 SAWCUT AND THEN CLEAN BOTH SIDES OF JOINT TO REMOVE EXCESS MATERIALS AND ASSURE ADHESION OF SEALANT TO PCC SUBSTRATE TOP OF CONCRETE CLOSED CELL BACKER _ ROD TYPICALLY 1/ 8" TO 1/4" LARGER THAN JOINT WIDTH T = PAVEMENT THICKNESS CONCRETE JOINT DETAILS 1 1 /2" R N.T.S. D R7-8 SIGN VAN ACCESSIBLE NOTE (R7-8 SIGN): THIS IS A STANDARD SIGN AND MAY BE ORDERED FROM ANY TRAFFIC SIGN SUPPLIER BY NUMBER. THE SIGN MUST BE SUPPLEMENTED WITH A "VAN ACCESSIBLE" SIGN AS APPLICABLE AND/OR AMOUNT OF THE FINE FOR ILLEGALLY PARKING IN THE RESERVED SPACE(S) A MUNICIPALITY MAY IMPOSE. CONFIRM WITH LOCAL REGULATIONS. ACCESSIBILITY SIGNAGE I OF PARKING STALL 2 KEYED NOTES Oj PREFABRICATED 3 WELDED CAP W/ STAINLESS STEEL SCREWS. 4 O STANDARD USDOT R7-8 SIGN (BOTH SIDES -WHERE z APPLICABLE). s 5 2" X 12" STEEL TUBE - o A-1 O PAINT ENAMEL WHITE a e (FILL W/ COMIC.). O SUPPLEMENTAL SIGNS, VAN ACCESSIBLE" -- AND/OR $-FINE AS APPLICABLE. L hull O FINISHED GRADE. O 18" DIA. CONCRETE 1 -o" 1 _6" FOOTER BELOW FROST LINE (4'-O" MIN.). ACCESSIBLE PARKING SIGN & POST 211 SPECIFIED JOINT SEALANT APPLIED IN ACCORDANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS SEALANT TOOLED 1/8" BELOW PAVEMENT SURFACE (NO JOINT SEALANT IN TO P 1/8") NOTES: 1. ASSURE SAW JOINTS ARE CLEAN AND DRY PRIOR TO THE APPLICATION OF THE JOINT SEALANT. sESERWIR— ° 2. INSTALL CLOSED CELL BACKER ROD AFTER JOINTS HAVE BEEN CLEANED AND DRIED IN ACCORDANCE WITH SEALANT MANUFACTURER'S REQUIREMENTS. 3. INSTALL BACKER ROD AT CONSISTENT AND UNIFORM DEPTH. 4. JOINT SEALANT APPLICATION SHALL BE IN STRICT COMPLIANCE �A M N WITH SEALANT MANUFACTURER'S REQUIREMENTS. JOINT FILLER PCC JOINT DETAIL BLOW—UP (TYP.) COI TANT• Engineering Planning Surveying IF _ 0 I� : �u��y�IPPWIIVIIRISH qi np IIIii�iBli III,I r1 II!IFRA - a xyal McCombs Frank Roos Associates, Inc. 14800 281h Avenue Noith, Suite 140 Plymouth • Minnesota • 55447 phone: 763/476-6010 • fax: 7631476-8532 websRe: www.mfra.com PROJECT TYPE DRAWINGS/SPECIFICATIONS BY: ❑ WALGREENS'CONSULTANT 1❑ SECURITY ® LANDLORD'S CONSULTANT ❑ 24 HOUR STORE ALL CONSTRUCTION WORK. BY: UNLESS NOTED OTHERWISE, ❑ WALGREENS' CONTRACTOR ® LANDLORD'S CONTRACTOR (TURNKEY CONSTRUCTION) STORE BUILDING NEW.......... ® NEW........... REMODELING... ❑ EXISTING...... ❑ RELOCATION... ❑ NEW SHELL ONLY ❑ OTHER........ ❑ THIS PROJECT HAS BEEN DESIGNED TO THE FOLLOWING WALGREENS CRITERIA (AS MAY APPLY) 1. CRITERIA FEBRUARY 2007 2. ALL 2007 CRITERIA CONSTRUCTION BULLETINS THRU 11020743 DEVELOPER: anxon TNC 601 Marquette Avenue South, Suite 100 Minneapolis, MN 55402 (612) 341-91481341-9131 CITY OF CHANHASSEN TENANT: W"9A"00#" FACILITIES PLANNING, DESIGN & ENGINEERING 106 WILMOT ROAD DEERFIELD, ILLINOIS 60015 CERTIFICATION AND SEAL I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Erik W. Miller Registration No. 41326 Date: 08/27/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. 11/03/08 CITY COMMENTS 2 10/22/08 PER WALGREENS FIRST REVIEW COMMENTS 10/01/08 CITY COMMENTS — PATH ALONG 41 09/30/08 CITY COMMENTS 09/19/08 REMISED BOUNDARY LINE 08/27/08 CITY SUBMITTAL 08/22/08 WALGREENS REVIEW OB/08/08 OWNER REVIEW NO. DATE BY DESCRIPTION CONST. RREVISIOIINS W"09A"W00JV1& 2499 STATE HIGHWAY NO. 7 CHANHASSEN, MINNESOTA SWC STATE HIGHWAY 7 & STATE HIGHWAY 41 HAZELTINE BLVD. PROJECT LOCATION CIVIL/SITE DETAILS DRAWING TITLE DATE: 08/15/08 STORE NO. DRAWING NO. 12434 DRAWN BY: J.F.J SCALE: C9.3 RELEASED TO REVIEWED CONSTRUCTION BY: E.W.M. N/A i0ft, Minnesota Pollution Control Agency 520 Lafayette Road North I St. Paul, MN 55155-4194 1 651-296-6300 1 1-800-657-3864 1 651-282-5332 TTY I www.pca.state.mn.us October 31, 2008 Mr. Paul Oehme, City Engineer 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 Dear Mr. Oehme: Enclosed is the Sanitary Sewer Extension Permit Number 63209 for the construction and operation of a Sanitary Sewer Extension System to be located in Chanhassen, Minnesota. Please carefully review the Permit, including any Special Conditions, General Conditions (No. 1-20) and information relative to plans and the Permit Application. If you have any questions, please contact the Customer Assistance Center at (651) 297-2274, or 800-657-3864. Sincerely, jGYLd;, Supervisor Metro Unit Municipal Wastewater Section Municipal Division GLE:jeh Enclosures: Sewer Extension Permit General Conditions cc: Todd Gerhardt, City Manager Jared Jones, MFRA Anna Bessel, Metropolitan Council Environmental Services CITy OF CMp,NHASSEN BF.C'SIj Eo NOV 0 1 2009 ENGINEERING KEPT St. Paul I Brainerd I Detroit Lakes I Duluth I Mankato I Marshall I Rochester I Willmar I Printed on 100%post-consumer recycled paper .� , Minnesota Pollution Control Agency 520 Lafayette Road North I St. Paul, MN 55155-4194 1 651-296-6300 I 1-800-657-3864 1 651-282-5332 TTY I www.pca.state.mn.us PERMIT FOR THE CONSTRUCTION AND OPERATION OF A DISPOSAL SYSTEM CITY OF CHANHASSEN Carver County Pursuant to authorization by the Minnesota Pollution Control Agency (MPCA), and in accordance with the provisions of Minn. Stat. chs. 115 and 116, the Permittee's engineer has certified that the plans meet the recommendations, specifications, and guidelines of the MPCA. The project plans have not been reviewed by the MPCA. A Permit is hereby. granted to the above -referenced Permittee for the construction and operation of a Sanitary Sewer Extension in Chanhassen, Minnesota. The facilities are further described in the application designated as: "Walgreen's Chanhassen & Hwy 7 & 41 Retail Building." which was received at the Agency on October 20, 2008, and proposed by MFRA. The application indicates that the project will include: Retail with 2 New Buildings with one remaining & Undisturbed. It is the Permittee's responsibility to assure compliance with any special conditions and the general conditions that are required by this Permit. This includes taking all necessary measures needed to comply, including, but not limited to, the notification of contractors or others who may be carrying out this work. PERMIT NUMBER: 63209 DATED: October 31, 2008 Gary L. Eddy Supervisor Metro Unit Municipal Wastewater Section Municipal Division St. Paul I Brainerd I Detroit Lakes I Duluth I Mankato I Marshall I Rochester I Willmar I Printed on 100%post-consumer recycled paper Minnesota Pollution Control Agency Sanitary Sewer Extensions and/or Changes Permit General Conditions November 15, 2004 Material, labor and equipment for temporary erosion control measures and the acceptable maintenance thereof shall be provided during the life of the project, to effectively prevent water pollution through the use of berms, dikes, dams, sediment basins, fiber mats, netting, gravel, mulches, grasses, slope drains, and other erosion control devices or methods. Surface cover material shall be anchored to reasonably prevent their entering water of the State by erosion or rising water levels. 2. Temporary pollution control measures shall be included for all construction activity associated with the project where such work is necessary, for example borrow pit operations, haul roads, equipment storage, and plant or waste disposal sites. I The temporary pollution control provisions -contained herein shall be coordinated with any permanent erosion control features to the extent practical to assure economical, effective, and continuous erosion control throughout the construction and post -construction period. 4. The surface area of erodable earth material exposed by clearing and grubbing, excavation, borrow and fill operations shall be minimize and immediate permanent or temporary control measures shall betaken to prevent contamination of adjacent streams and other watercourses, lakes, ponds, and areas of water impoundment, cut slopes shall be stabilized by methods such as seeding and mulching as the excavation proceeds to the extent considered practicable. Slopes shall be graded properly to minimize erosion. I. 5. The Applicant will be required to incorporate all permanent erosion control features into the Project at the earliest practicable time. Provisions shall be made for continual checking and maintenance of all control measures, particularly during periods of rainfall, to ensure maximum effectiveness. Temporary pollution control measures will be used to correct conditions that develop during construction that were not foreseen during the design state; that are needed temporarily to control erosion that develops during normal construction practices, but are not associated with the permanent control features on the project. 6. The Applicant will control the area of excavation, borrow and embankment operations commensurate with the progression of finish grading, mulching, seeding, and other such permanent erosion control measures. Should seasonal limitations make such coordination unrealistic, temporary erosion control measures shall be taken to the extent feasible. 7. Oil and other liquid substances capable of polluting waters of the State will be stored in accordance with the requirements of MPCA Miscellaneous Water Quality Rules Chapter 7100.001— 7100.0990. 11 8. Stream bank stabilization shall be utilized if it is needed to prevent erosion, and shall be constructed of materials which will not pollute waters of the State. 9. If an effluent will result from the project the Contractor shall submit to the MPCA plans, for approval, to provide for the following: a. Water from dewatering operations including effluents from construction activities shall only be discharged when the effluent complies with the applicable water quality and effluent standards. Dewatering shall be performed using well points were feasible and practical, all other dewatering shall be performed so as not to result in increased turbidity in the receiving water. This may require the use of desilting ponds to reduce suspended solids. When the MPCA requires, permits must be obtained. b. A Disposal System Permit shall be obtained by the Contractor from the MPCA prior to any hydraulic dredging or tunneling, or other activity including an effluent. which may contain potential pollutants. 10. This permit shall not release the Permittee from any liability or obligation imposed by Minnesota or Federal statutes or local ordinances and shall remain in force subject to all conditions and limitations now or hereafter imposed by law. The permit shall be permissive only and shall not be construed as stopping or limiting any claims against the Permittee for damage or injury to persons or property, or any waters of the State resulting from any acts, operations or omissions of the Permittee, its agents, contractors or assigns for damages to State property, or for any violation of the terms or conditions of this permit. 11. No assignment of this permit shall be effective until it is exocuted in writing and signedbythe parties thereto and thereafter approved by the Agency. 12. No major alterations or additions to the disposal system shall be made without the written consent of the Agency. 13. The use of the disposal system shall be limited to the treatment and/or disposal of the sewage, industrial waste, other wastes or substances described in the plans and/or permit application and associated material filed with the Agency. 14. The Agency may modify, suspend, or revoke in whole or in part, this permit after giving notice and providing and opportunity for a public hearing or by taking direct enforcement action, or any just cause including failure: (a) to comply with the terms stated herein; or (b) to comply with Agency water quality regulations and standards presently in force. Nothing herein shall prohibit the Agency from exercising its emergency powers. 1 S. The Permittee acknowledges that nothing contained herein shall prevent the future adoption by the Agency or its predecessors of any pollution control regulations, standards, orders or statutes more stringent than those now in existence or prevent the enforcement and application of such regulations, standards, orders or statutes to the Permittee. 16. The Agency, its officers, employees and agency review and comment upon engineering reports and construction plans and specifications regarding this permit solely for the limited purpose of determining whether such report, plans and specifications will enable the facilities subject thereto to reasonably comply with the regulations and criteria of the Agency. 17. This permit has not been reviewed by the U.S. Environmental Protection Agency and is not issued pursuant to Section 402 of the Federal Water Pollution Control Act Amendments of 1972. 18. The plans for this project have been approved with the reservation stated in the attached sheet entitled "Information Relative to Review of Plans and Permit Applications." 19. The Permittee shall comply with all rules, regulations and requirements of the Minnesota Environmental Quality Board prior to construction of the proposed project. This permit is not effective until the Permittee completes all applicable environmental review (Ettyironmental Assessment Worksheet or Environmental Impact Statement) which may be required for the project. 20. This permit authorized the Permittee to perform the activities described herein under the conditions set forth. In issuing this permit, the State/Agency assumes no responsibility for any damage to permits, property or the environment caused by the activities of the Permittee in the conduct of its actions, including those activities authorized, directed or undertaken pursuant to this permit. To the extent the state/agency may have any liability for the activities of its employees, that liability is explicitly limited to that provided in the Torts Claims Act, Minnesota Statutes 3.736. Minnesota Pollution Control Agency Information Relative to Review of Plans and Permit Applications November 15, 2004 The review of plans and specifications for sewage, industrial waste, or other waste disposal systems and application for permits is made in accordance with the authority conferred by law (Minn. Stat. § 115.07). Approval of plans and permits is based upon the assumption that the information provided by the applicant is correct and that all necessary legal requirements have been or will be satisfied. Plans for sewage, industrial waste or other waste disposal systems are examined with regard to the design features with apply to operation and maintenance of the treatment works and sewer system, the degree of treatment to be provided, the effectiveness and reliability of the system or methods employed, and compliance with applicable standards systems. The bulletin entitled Recommended Standards for Wastewater Facilities 1197 Edition, and supplements thereto, as well as other information are used in examination of the design, operation and maintenance aspects of the proposed system. Sewer plans are recommended for approval on the basis that the system is to collect only domestic sewage and such industrial or other waste as may have been provided for in the design. Foundation or footing drains to collect ground water and roof drains or other surface water conduits should not be connected to the sanitary sewer system. Adequate field supervision and inspection by a qualified representative of the owner should be provided at all times during construction to assure that the project is constructed in compliance with the approved plans and specifications. The Agency assumes no responsibility for the integrity of structures or physical features, or for the reliability, durability or efficiency of specific items of propriety equipment or material. _ All applicable federal, state and local laws, regulations or ordinances must be followed in the design, location and construction of proposed sewer systems or treatment works. The Agency reserves the right to withdraw its approval of plans in construction is not undertaken within a reasonable period after issuance of the permit. AAA Metropolitan Council u Environmental Services October 28, 2008 Paul Oehme City Engineer City of Chanhassen 7700 Market Blvd Chanhassen, MN 55317 Re: Walgreen's Chanhassen & Hwy 7 & 41 Retail Building Dear Mr. Oehme: The Metropolitan Council Environmental Services Division has reviewed your application for a sanitary sewer extension for the above project. This project is in accord with your comprehensive sewer plan (CS?) and consistent with the Metropolitan Urban Service Area. We will file this project as part of your CSP and inform the Minnesota Pollution Control Agency that we have no objection to the installation of these facilities. Sincerely, Kl , c KyL. Colvinam. Assistant Manager, Engineering Services Environmental Services Division KLC:ALB:shn moue/sewer.ext.1tr/chanhassen.102808.doc cc: Jan Hjellming, MPCA CITY OF C:..: _. ?! OCT 2 9 2008 ENGINEERING DEPT, w .metrocourtcil.org 390 Robert Street North • St. Paul, MN 55101-1805 • (651) 602-1005 • Fax (651) 602-1477 . TTY (651) 291-0904 An Equal Opportunity Employer _-- -TG r- --- - - - - - a r."• M NE EAST OF MCE- i i I, \ < I' REWVE MSPNG BUILDING, PAWMENT & CURB I I C4 I I r MD =ATE EM W GAS SEANCE cocRBRuh REWDvu uWrz SW GAS unutt snw¢ / FGR xd To PROPGSEG euILmNG m uTuJ tt vux sIECT ce I) RdoKIEPSnNG HYIMANT PIV, & VALYE$ I I TREE PRGhCTNx I LIFM MSVK Trd£s To 1NE EAST 6 ETTA.E' I I_v , RdaNE Ewsnxc `�5 - mAw daowla v \ I El45TwG - I TREES \ I \ I RdOE Nc I I EMiNC CURB F7a.G+ ,r43O � � � OI EI274.59 I k6 REWYE W SALVAGE UGSnNG 00.E C7 CAT BASIN CAsnW 995� Eq I - .A T & RdOYE MSW Sn OUS PA\ T } I I I li I I t , l i I �I III 1 I iT I I LANDSGAP� 5O�rw -- Ait 4 UMT & REIXDtE D05TWG PAW T S P FACE OF W1 (TYRCAL) SAWdT EDSING NGC PAL1 Y ""0 LlBxc aNa ISAxo — �i \ • f e. sc cAvy- `. 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Rsm mTw sTww RNNLBWMIxWsrmranln WASAEs nul vPuwEertNUBPwoRm ' , — TKQNI0.•CIwI CCY6Q•WxNY\ww. _--- r R: REp E ENB,WB APPROVED NBUB PAApedT b, — & CITY OF CHANHASSEN "ems RECEU%ED EA NOV 01 200® — 99J. — ENGINEERING DEPT. - 993 Eng- irw,FRA Combs Frank Roos Associates, Inc. f%oaWrAwrX:e AWt SLN fAtl PIXY-6010- xl76WM W FMT&']BYfI&tVfO. 6e' )GS4168A.i2 x0i5Ae: WYAYJ/Ifl�Yll PMEUWPE vur•o•xoumwm ❑ 0 8O"rr miaTNP ® ❑ x4MPW xLorNoxm. uAWCImaIMNw, ❑ CORR61u1 ® VIYOOB �U IIIRRI VJBMLIW STORE BIADING a— ® a— �a ❑ ❑ ❑ vPeLvar ❑ MN ❑ v•®.. tl�A.•o anxonA.. iro IY, 6, 4x 55.@�•SXx CITY OF CHANHASSEN FACUTIES PI %NI.NG. DESIGN & ENGL\LERING 106 W MDT ROAD DEERFIE . ILLINOIS 60015 C6mFlCAT10NMOSFAL IMlert' uNl N M PR\ 1{PBin u qvl vNW N.xvutlrxsix]tlPWN'A^ NNIn. W/LL,msl Mlmb4l BRi®1 mYryYwtlryy4�ltlLNv6 �i( //. IiN W. Wiw R,xAW&Rw Mffi R,w PI/i/I�EP NwMm .IX� R vN,N WE N ®Ald 41w. � �.L/moo/• W 2499 STATE HIGHWAY N0. T CHANHASSEN MINNESOTA yq mai[wxwrl aarnl[ armnEawl FRO.IECT LOCILTION Lo4 DEMOLITION PLAN DRAWING TITLE 2 LbI15b9 JFl xE E W M. ow124 13AN [wnvmcro. C2.1 w mw"sm'w°icid WA NMLGREEN 2007GRITERIA-TMUBUUE N hW07d pp2O r 1 wKGREFJIS EEOYAOR" TOP OF FWNE "FJE 70 r2FTEA To /J P M ou" CIO Nuvr-WTr _y --__ BITIYNWS PAK T _--__—__. i LEGEND rNaR® F61i pN06fi1rIEP s1PW 5fMx o—f� SNIYl15MR �»Gx—f� rmWLAw IUMI �>w»O—...—p nrEwuFK re—sue»—I--0 EASEaYn sls ulN —w azcnnL —u— rELEMIae nrw.wo.ourranwrola PFRRRrooRIAaHiOt RNsanaa xuW.Guw NlGYlxous ® NENAm OfiKEKFi Lat wRSErnwR NMWAUIYCWICxSh IWNR70LfrK91NTL9.l FWSEOW 15'PImYN0U5 YP1a VNLAY NiIB1KU5 WPaMSfl.YF1B11 � IpSygIm0ETK 51HiL]1PA NGPo10 R£nWWrr UpNIWE) DEVELOPMENT SUMMARY - OVERALL SITE aEreuaa Mpnvum uNEJ PEIA rMsPD NRii RGE lsrar L./.IIM1Dr sH 15.wISF. zaem ex.1[rleaRllaoP NAFwssvamcr Mowssow.OKS e. ualEvs MSF, MonnEG RMK �soo SF. TOMRPE1Pn tOiµBUIL01NG1PFA 45,1n Sf PWY_.wG ..I.. s S14ES 11 OW s 3RErILL ztasPR Mwmmax PKULA uwaua Pm.Vmal PrnLELe 1nmFCES mrK1VK1HtE YPYICE$ pb W L 91E M1R 8'ME81 a PNeB BI OL9N1l ERE5H Ia195953.ISaFC mNv®.HIVWUS iRsf 1227 IL 11OV.HII.YYF611Y6 SB.9L 51.123r na EEIrLW19xHF1YYNO6 aL91 PME$A LOfM 61=$I Ilog MYOgy Y4RMA(' .11. SF./OHL IL. gppgpFflM1lglS aw5.F./OSIX 161mn YrzRSne $,at mL(II e sff va.an s3. /amu. LUPREM IMMGWMEx PROPos50IMKRNOus a4wSj! /llX PERCEW I1£PnOUs aLNdal. /1 a5AC. PEPCEN IYPERNaus Nat F. BIx1➢1NR NWMwIlwpiN0U5 14Ill SF /MM MNMW PExrWUS I'lMS3./IN. MWYN"MWl IYfFANdL ROt DEVELOPMENT NOTES 1. AU GaxraNla uE RGMWEnmrliwwaFmm z Auoa.leiolsslaw.rsmrlerxxvaNeuussanEmaaEtorm a. AUFUAs racloa®rorFarxmrsaw[1mE A. 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FYILrLOG1XX151 © PAn NWXr101M16lCP161'MIIINLilw165 4ssm roAAal wASFGR mKsI �] aNvm-ON.�Ml165FCIMSM185mp9al5ETNIXPFMOF)0.YFCwW11roRI.lI LIFMRFS-Aeamsrt¢[nro'xnM SYn ra.l ra ExwTawmnaLaAlOb mG easr 1LGJAK n aLLI� W IN u1u1Na NfO1 m FmwSAmx O9 3NNREILfC1M1F 51EB 1q ImriMlP�l ryMN1011611 Erl( remv • pbvw)g • Su-vwr9 irw;FRA Combs Frank Roos Associates, Inc. 14R02NOA NOIASYSB140 Pam M•AfrNesaBz•55w pb 7631476B 0.6 7WM7645M LR�: wawt'IMflIXYII MIOJECTTYPE Mw�rJlKgm� ❑ Q Zwm ® Ix¢ ❑ YIWTOF W �ifIwA Nm wwwONwL�E ❑ wYwwYLfI1..1wI ® vJfwawmu+a PwnmwMclw STOSE BIR1rIG ❑ ❑ ❑ wYnuwr ❑ Of i ao. �Asf� w.Av 00 1Aw,. !� 1xonPG. WLBIYtW L,gY1 pFALIilYcc CITY OF CHANHASSEN FACN PL NNLNG. DESIGN & ECGL4EERING 1w W m ROAD DEERFIELD. LLLWOIS 60015 CERIIFILATIGN NA SM I Ivq'aM Te: vc mn w¢¢yn v wl .0 �ePam w n uvrt ^M1 W Wem ntlaa Im, eW Lwee1 PipeuayFIBHP IomnM..sS.sw mw..lw /A. %'YY'i�u�w� Rnr.aaa. RWaiYllb. a1]3 01C 1YT!(11Y Ea T::Y.m.ww :°YAsmA NMYm KN Kf n �Io awLr. 1EYBp! .mow, 24W STATE MGNWAY NO. T CNA.NNASSEN. MSNNE60TA 15wn RAhxOvxvJ TCnNA)eiAEaWJ LOCATION PROJECT LOCATION SITE PLAN oRAwINc nTLE JFJ 'avavta_C � C3.1 WA M GREENS2W!CNITEPIA-T UEARIETIN I4M742 talOTSA -------- - --------- LEGBW --- — — — — --------- ---- ---- — ------- --------- --- ------- --- --- ----- — — — — — — ----------- 0— Is --- ---------- ------ ----- N89TS'0911W - ----- - ----- --- ---- --- es Tv MIA 94 .01 '44"E S86030 T W WT �AM Nc`W ll� IN MMG PA GRADING NOT es\i awe IT. HIEK314T Cq PROPOSED WALGREENS Z': 14.713 S.F. FFE=996.00 L-4 -!S86-36 X, lo — - — — - — — o pe 2 NG PAw�wT "ITCH PA PA� Icr� IN MI) IIINL V IMAIMC PAMID LX) A. Illocr & MIQN PAw T --994 '90 9911, -FE=995 8 IF .-NNp WPLGREENS 2X7 CRITEJRA THRU WUN Engme&M - PA-ung - S-eyvV rmFRA Combs Frank Roos Associates, Inc. PW. 7047&WlO- 111, 753147&85112 PRDJECTTYPE N STORE IWLDING C.g 0 a xon-I CITY OF CHANHASSEN FAC[LJ7F]B!3 PLANNING. DESIGN & ENGINEERING 1013 ARLMOTMAE` DFERFIELD, ILLINOIS 6W15 CERTIFIWONANDe H .TOE It parr 2499 STA� HIGWAY CHANHASSEN. MINNESOTA PROJECT LCCATION GRADING PLAN fNiAWING THE lee JFJ :.E.rn-Llu- C4.1 N. 0.SRxB41ff M1E SLT fEMff A BE INS SET FENCE AT E MOCAIED IT, llE aTfU![F - INSTNID 1PRNx __ -- - INFO LFE O M rTE61HAT --- AXO SEi O(f'[OC.AIHNS TO CHI5TRDTON ACTN1[S APE TO R11Ax (lro) (TW) •. Arx • ♦ I + N—EW - - ` �.••_.-"'^NOY LURE 1BAESi P�Ro1ECT THE I _ I PRNN TO C *IflICTOFI ACTNT AS SOON ISTO BE �y ' P059BIE PLACE SI fFNa AA 'ME 11BJ___klSTlllID PRIOI THE RNNGMMN ILL BE DCNP AT THE TO OPE&NSIRIIC"IION CTEB HR LOCAnW IN THE SEa WERE THE EX BIT R MRB M IN57All SIT "a _py YEpAIELY AFTER THE BIT AND M ARE REDO D THIS IS TD ENSURE THAT NO HEA CIXMP W - y $ YLL MTN ME AREA AND COMP r, TE SOL T` Iql �/ '� a TO BIT RMOVJ&- P-vPOST BIT ROIOP SmMm c ; aAu ro P 2 TEN PUOMr HxITs a ' 't T rEI r _ f IP 2 3T FENCE TO BE NSTMU, PRIOR- w d TMICIidH �� ••. ACTNIES (Try) ,, _ I - _ jlPd R� l9L OF ENBIx6 L_ A QE/LL' Ell p-3 PRIGH-TO m IrrI j �' NEN BITTxld FIXININING OF A1�E P-z TO BITPOST M - 9a -. P P BITE C IP-1 PMi wi FE BAM SM BAIX N 0? Wp PIApXG 1EI m7UWA(E5 t '- INSTALL SET BRE PRIOR T3 WNO; 6 R DOT 19WA (YFIA EtlWff) (HIS���o1fHIAr �mIE FSAaM. I ._ 1 WTS EE BY 11BILf ME i NOGTFD BY Tff Sli.jFHQ i ND SET pIE LOCATFIA... 99s '� J YF(� 9 9 \ / I I Pmm-ro ANr EOw1NK11O1 nwv. COrINALION SMALL NSECT AID OOCLMp1T REOONAL POD FOR STAM O SIOFAGE AMD BINPFR / RFPoRT ro DIOE➢1. K1FT CtlISIRUCIIwI ICIIHTr 6 CbFf£IE > _ - _ _ � J ENSIIPE GPAmTY 61EOwIAL POD ALAS MOT BEmI pPPA9E0. q SOIL EROSION / SEDIMENTATIO •OINT6N1T5OSHENOTES, LOCATION UPoCRRENfN11UPS. NREIFEE$, TO SHEET 85.N FOR STMOND OETAtlS WALGNEENB 2WrCPoTEPoA T1xH1Bki CDNSImICllptI SEOIENOE X,ILLIN4NS .E,Or591 %I LEGEND IROECNN wA910UT wRA - _ 96e - - _ OENSIINGiNEE,-9a8 — wNaert,m PmHmm FNIX6 -- - STONAMN �»�C�'s� NB ffOEA9D ALLONED a9U4�y3y' - ON SITE - - - —_- SANTATN� n>.� P-2 PwON 0 SIT RFYP/AL I H� nKImC I P-, FBSr"9T BALM TO OEM Poor-- --- --- I NO.TUN Hm a I JOUDNLIODII STAN® RULI( COHSTRDnW ENTRANCE TO ff PUFFO AE1ER EAwnAwWS HAS BEEN RNpXED. - 99N - I OT VE EN9FE tl STREETS a PMNNG LOT WIN SnEET SIEIDNG BURNING ENTI WRATNH OFCOISIRIIOTIOX h{' lYH5O0GllP&VR a� a� ME ANCn . 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T CHA.NHASSE.N NNNE50TA ImO rt�2 n]NNr1 rtnTEL@ Tl,pM36,.Eir61 PROJECT LOCATION EROSION CONTROL PLAN / SWPPP ORAWINO TITLE JFJ —o C5.3 WA WALCREEM 2W7 CWTERA-TMU&R1ETN EB%TN tM7 •EN4 ELEVATION �emt I w ¢ants �35 /LyhpS® EVimlFa�wm6a �z!mmW�stt .. .vEEnhvuml EvammnmmrerW w®.w mxn�lnw CRC6SSFCIpN Flu MACHINE SLICED FENCE osmE FRA (MRDDT 3886) xo swE ILI 0 I� 0— ba °o yo mlF MImBM®fEaEYl4�®IIY W M mafEydaRvh vvml W l�mux F EuhMm9�Ea Eih ahahOss dR ®.gBW,016�Id19a60WlvW nY E�T oEaE ROCK ENTRANCE DRIVE �FRA fl�E rru: fw �EE 6f 71MM1 Ell SILT FENCE INLET PROTECTION DEVICEME IP-1 FRA W SIXE £ Y geaarnn IlaaruWam Ewagoams m:mxm EEx SILT DIKE E (ON DOSTING PAVEMENT) �.w aw •iva.www n� rtvm wvevr ROAD DRAIN INLET PROTECTION CURB & GUTTER MODEL xoEwE IP-2 auto, uc P ro vlmn.°wo� C, T� c PLAN MDIEM Al. N N[p vfPx0.uE YS Ofw SNE DOE MSR LEIS 7 �. ENgR qA � IY IN m141a5® 01 SECTION A -A xohtsk p.1 a Sul* AREA wu a Al 11E aaaml a NE m.m.cm eul9uu eE a wew anal¢ �W r T r a r. 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CA o[LOCATONOr Pu9LCunErES THECaxlxACrOx sMALLtWROX4rE vnlx THE Cm CONCEREMNRrtMS EM" VMItx MAr MAYBEPERE MEOSYCO F RRSMWHESVMGx MET09EMIDTOTxECm MR rx1IRSETMEs. i ECOx TOR SRESWxSOI MVMxcuLhE=PXOCx GES a 9fCIRIWLI[IfIMOK GWE WARP, PNRCPIKCMIENRMWELXESXEEd.1111.111.IT. P9PIDMIY=MSMLLLEfQMME®IEIx1EMEE DML1 COMPN .1OLWAIETMEsV1L IEmOAWMpE0w1MMOdEH COYYMhIEMmrIE TMTYCOMPgM1N SMLE554Rv iO RIPNLF AEMEXMA®IYEEENY®nR. WYIReC1a1a1W1PAY CLOSf Ai1pI11M 10 FAEn1X.MITES IYEMIIFMN1aRBIEOf YM'011i W61EaaRE /. comAimiW.6rEOEEREE nW1[ATALL IYFS'M111 EEEd6. PAP R6MEs. EXCLOSWES Etc. m EE ESEPRKIYF3NO/PMIOw1YA,lECV61WFltlx x,x4fi R. e. mnEldrs Arass suu EYMRAeEPrw EE v/RRwIGa15 fPGFFAEFSMAureu dmE OFYMEW wEIFFIEIYGEMEIES a amlmvaanealo¢EmkAUErmslwcwmu EEN.'fa NEm Eear4Llm. 10. LpOmC. TJmEEA..vPWY EE^.T0RAr1MEA4ASMEPF TTGARKNEW. 9OYWw E1F THE WM:IIOXRAI6 &a bAM'CIYVi6eloPmdw MIYRTA aWp ANIBIE F1L IIE CVIIW4IW SHLLL BE RFSWxSaE Ew rt51BIPYN ND WPIIt rl. dArlwclmroWMEWIfY+SIYA.EunwEs wxKx 4Rf ro RfMML PULNA roan Enslw cpMlldc Eo leew wu E w�A®AE Lwlmcrars Envs[. 13. WS'106SEpM. sMRNM16wA2RWx AES rO REY4HIMESs %ERMSEIOI®. n. ErwmEE swwvrwwmdwxAw sfolMEM wxrRz uEwaAEs hAEawLEe61ELL£a ROM ro EXEtw1RAtEM WNMEMOxG PMolnwxwuwL M FRA McCombs Frank Roos associales, Inc. Client Anxon,Inc. Aar e eAEa,Seaa1w ■inneawieatli0. MN SSWR Project Hwy 7 & 41 Retail Building Location Chanhassen, MN Certification YLVMW�subYPWEWP�MM Iv,EAlE7alANW f1A®1 ubeeYetlbitlleY LeA f EYEPeMR AIm� drE 1VIlA■11 .o®s • yWse.r^wr. Mrwm YwYM.�lr4sa Summary bankA unc mwu+ua AeEPEa PMI Aaek/Pane: Iftor VW brPW IP1ASeE Revision History XA Y�aa F 9aMY/MYIw Sheet Title DEMOLITION PLAN Sheet Number Revision C2.1 Project No. ANX17252 I I I I I 1 1 I I I I 1 1 1 I c.. LGc:G FUCni NOT TO EXCEED 20' PER OOC. I w NO. 220951 PROPOSED —. - � lu°iio^ _ - � lu¢• i S.P. -- 14.M V. = fTE=99fi.W I C j I I II _ _ .EXC 95+R DOC.EIp�T NOT TO a I � ®' LLLll1_ QA WAY DMWAY Ef15EYENT 1155R9 _ __ __________�__ S4 TyI- eSe'�—'�-2s_a------------ - NOE'Sio -EASEMENTe PER PLAT T r _ F \ 1 t I I I I I lA \� 1t I I W t I U I I F i V L I I — I I I I I I I j x ENSTM4 RETW M,970 &F.. _ `icE.^_OOT E612 CUM A-- ---ems y I RETNL NIEDDx➢ PAD $TE_99A.70 r osla w W 2 aJW* 9N: lm i 'I r M OUT I —I it 2W \ I \ I \y o - ORmNv ML STRIPwc PEDESTRN! LIIRa RNV PAIN (SEE oWT OOIE PAIEL (sEE ETAE.) , ZO Q0 < o Zu f. Fa Q a C V � IE L RUM I (REPO, M pwnAs MST PLATE 521&'011 PAGE 01) 7I zm LEGEND m D Rmw owaWR m smRsea� 40--»—iC�—>s—■ SNaIN1YSFaB1 0.»E>— IGflCflWMISML) 0 >N»b--•—o � EASEImrt sx510E '� HECIIC � 1EIENLIE �N �' sMorRaunwwwous MEEMmElAa9¢7aIMWLINx. ,�YrpDYRDRMAS peERm DETALSNETQ1EU156'ICM. ;tawammuart I� pE3Dlm LflµllEEi@1 gLElDNX r s•NruWENu,uay.Da.Ar O m1uLRRnrs REPAWAB1Iy9R11! ,�, DmmmNTMRUErp.l mRssNx. 11WW.WrcLRPJ1El TRw DEVELOPMENT SUMMARY - OVERALL WE EN STANDARD sE7ena L9.1) RNnrwW as1hT FIV01W ErtEE mErum sNn E■Yy N55R 15pYSf. ytNES W. MB9N>LW ®M54 m"IICI gMGFD wA1NVH6 I,.it] S F. METµ -'MS L4'MBflflµ 25USi. TOTNdIlD11GMEA 41MSf ronae REYA09:SSPNFS/ipAsl. Rlµ YlBSP.Y£] 7N,1 MR A as9AtEs PYA®avxY%a IMSPN£5 mEN AVNIfE MI. I N9WLbm DITA NIµBAaPN�M I wewL9R sff a,.awulsnAt. MDMl�YARIW Ep11YM6 IR.9MSs/M fl6MW,WYy191LyI5 9;9M5f./2il X AL I ,Mp5A,R101r AP9rygI$ &R IM1f8A wsE oasesP.I Le M. I EN5D40EaNWss./041X MXENT FFal,S 9ANS.f./Db1 µ. I I pgUHD YHAVIS M55 WS M �TSE VIVO" ,SMAD. IN0®Y911V6 ,SiI6,SF./1,3AL m7ED;MIBfaus U3" 6EK/,M•h NAIERY9w46 JS I WN..Dd WWYARMPF ,ii, ]SSib/ YRRY WAMIS $amv./,.n� IwarvaasYaeNVIs. 6R IIDIEIWLYDURYRM116MEV MLL EMISf11FNMERE7µ MNb p]IflpI. NlF5N1Y I SIPoNIMRfi.ASNWmDaNwALrsNoS➢o1¢MVWs. No wu xmrorNMDE1N•Wn<MNR>, aWMAAMG161®ILh. DEVELOPMENT NOTES ,. NLdYEBOMN[RWR®mnE YEAR6TRMII. I z NLR�lsmiwNeroTrEEA¢oSwR,Ast4mrerA>gmm s. NLNSMAEw7IYnNmlhEusslsMM>smoT I A uLPANWesruLemEewwomAR,e MIeWmIRYssanen�¢EECA1m s. conwDlN 9vuxvamMwm:luweuMrmEm LrcwmsNomsnNumr v9RORs.PAMs.mEahMMwcmeaysnnEMcreudcunmenNurtLDurnn E. sa MMEIEDIILSNRAXs mA MllE1581DET.VS I1. sHMPE1R11RNflIX5 WR113R RlE IgAW1fN LfT/12P EGCILLGlIJ6. I! IHERm MRMifpRLN M. ALLNY4. 101 NllHiS,LOrMYA5AR1➢1 fIE@IM4. I l W61NA:1OIOESOf•NNASQVIRIMII,ASPF61FAlERMW12D CNR5WlL{MYNIMAM 6TAIYI%A9i E�IAW MW.VE NWLL R PRAmDEI1H39kYW[SMYNS. MVfAµS9Wl I EW6MF1®Mµ19E1NR•MIMMASSNYVNSRYIMffiOFDFSRWNA IANFI. Ij� � ,0 1O PMOlPli69VLLEfl.WEIALaRELLDIM'/MnMr�bYTY. I \ n. slwffrlMlESsuYsea*mwlwner7l[an I 1z mreLAE Nou,urcfaaNEnssw>_eAnw.nmMl[a5sn mwaxounme7zaeasxu I EPn]mm NflluLvwclnulYS AR vrollExflI W.ND11P.8 W.N11V6 I � I � EATwWs4 M FRA McCombs ,:k RODS Aasodms, Inc. 1f3V ]flaAaelbtlt Sit �W 46rruIi.AFvl.'bu) p'oc' J64(BMID.6[ iYn6YII +tleY xxwmlavm Client Anxon,Inc. 601 MargvdleAre S, Sine 1N Minneapolis. MN 5542 Project Hwy 7 & 41 Retail Building Location Chanhassen, MN Certification NM .n..r111a®1 P.tbeN D4HFER w>RewewE. s>wr.rmW BYR P.� V �n ile Da 1WlRBIR Summary AppE m bWk/Pm A Rll LRl PRl/PRE: IRswPa W IEEe ImveDM Revision History Eb D� M sEe.■+7MNR Qom a Sheet Title SITE PLAN Sheet Number Revision C3.1 Project No. ANX17252 PnoPosrn 14713 U. i —aaaaaMMani ",'e:i aG E)i K L 25.970 S.TFA ----- ----- Mr/ r'm-aury I rusi 17 �w— — ---------- --- ---- VA Ili AND MATO 1!)0et11NG P Asi Ai T a1AT. �� tif C , \te pq �s ------ - - - ---- - ---------- -- - 96, --- - — — — — — — - -------------- -- ? 7 - - ----- ----------- ----------- --- f I y - LEGEND ",'e:i aG E)i K L 25.970 S.TFA ----- ----- Mr/ r'm-aury I rusi 17 �w— — ---------- --- ---- VA Ili AND MATO 1!)0et11NG P Asi Ai T a1AT. �� tif C , \te pq �s ------ - - - ---- - ---------- -- - 96, --- - — — — — — — - -------------- -- ? 7 - - ----- ----------- ----------- --- f I y - LEGEND Wa&BRw Iri :A> (1—raa anaunarwR >---- Wei pars —ol AMA WT. rental — ----- RPM arm MnsaraAn Ad I Ali ( Tpmspnl proplai Corsi MEET An MA % GRADING Ned reenersoOTEwed. scare ani Ift-wri api calset; WT R i FaEXSTprAM Ai paressurAL-AA--ar.asurnater's.—.—A,�- SAMCAT MW Will 1� NEWMi Patti M A el Tra."i DZUE Parl annerse...earear"i reforearrearra on— . 1,a..MAAroA,roaA-- Is a. 0 unnessorronA,.Mannounner—oA...,arP.Msr—.,r� onpsrspprursaaprasaarey�--......1n... Ii 0 zu —— —a 't We aaasno--�-. UJ is —a— o— a norearnareM...."o—ei —aroure .,olears",are'resessereare--...---e— "tr- anne—Prearn--a."Aner'son—a-i—.. u . . . . As . Assaaa.."i a ...Appessrannereares"i --ne...—rearri oP L .....,upossionall—o'... ooAa--AF--,aArAAspMM.M.-- re" "aAaarano—orea—snarserALLEM—�—�.—s—�- ..'arTA,fai 81 MOSION CONTROL At ELEVATION MM froinateper.spi Client Anxon, Inc. 601 Marquette Ave S. four, 130 Minneapolis, MN55402 Project Hwy 7 & 41 Retail Building Location Chanhassen, MN Certification —ar«,tysai Assorsonsonvappi bons" P asions"i Ali �iwtvm '—serearears-ress.. -XI—earearearearri Summary neared: care Appeared: Boat ' li M. fri hall 1. 'wwwl Revision History Na aim M !Niel/MMYY Sheet Title GRADING PLAN Sheet Number Revision C4.1 Project No. ANX17252 PRfppgU \ - 1AM & . - . 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Nanstro nymn.rN.�u.san V �> w' > swrt en m r r mvi a acn .ant-..�..�nm.. Client Anxon,Inc. fim Marquene Ave S, Swte IM Wneapolis. MN 5902 Project Hwy 7 & 41 Retail Building Location Chanhassen, MN Certification "'.l mY)Paza Ja. y¢A•aw V Rpw � V wed M ne v u�Y rA 6C oPMm rt m I an. M IboO rJ�e NaiLLR .ere.saMsrar�.rE brF� M1eYNlitl •Werrti w.0t Summary Applpeen E6e1 aMt/hW Rer AA1 ItlMI Iler IMNom Revision History xN o�wN By arNEM/�mpe Sheet Title UTILITY PLAN Sheet Number Revision C6.1 Project No. ANX17252 C(VE SCllpl J PVd. vcW ar uDkmuE RA]c IXWE W SPACNG �I s A A G a t iy am € E YCIKN A -A S i a ®; A. c mN r ELEVAnON OF RAMP r m rA.0 noum ar nrur wrua..wip. A CIt1OI PEOES R AN aillfl i= CURB RAMP M 5215 r @ �b N.4A q156 gi fmtN I TYPICAL (TitK� ST INSTALLAnALLA7 ON 1004 •'Wg22 WM 6.a-1P. 0 M[ rE9r - SN15 S V 6C1 g11a.M591 0. Api . 20.a r P r aMk Wa, INTEGRAL CURB/SIDEWALK • rEY,i Y.VkS - 4F U2kk N.. �i msNm ir. .AQ PAVEMENT JOINT DETAIL rL l9y..—umm w 1 <•�yr�n�N.V .vu Y.NM WY.a�.Na r2' W w 10 - f.WO mrtNN�. • � � .n+s Y Wa.r Pm L.m.]Pv j�m cwsml 21M Wm C.+W. M.Wra 2P A. —A nv •- ]+. I / WeaN.. m meYn.n rga.wiu Wlqu aIT T , _ m"N"a •. �"`r `"isne i : wr+r m ea.n �••�w..a. m .m. SCIOI MA R.M II 1? ®0] CDT OF BITUMINOUS MIN CONCRE mommomTRAIL eLGcaaNN TE IN � G .omr m.m. 5216 ---- IW2 9 ",7 m . Tai r. "wy n - xe b rriw .z Z=. Ab- 8 Ww4 sr.-o.. A. wxaoo. F.. .. a. -v.srvq we MAN AT Ir a.Y.a s �.aYE`NrMArov e. r.-o.r. w wmm zr w]a rW14 nrtJaw w N,..oro, _ `Y IY 14 `0w�mA, Y h YYYE /DVhR r/. WM tl W JP.rm.? N9a.4 terror w .aes sr'vAME.i".TTT W m a g4rN.-Oas w W Wr A. �e s4 Nv b N fagN A..A •� zo�'pi0i. °� ers ..rm .w.... MWn.bel .M. by A AT Mwa�v W V V^Y nM Y6Y w �r Nvr mow. � �Wq�smCT. pp rY.�M N2NJs �PI4r .'IM6n NP Tom, r.+w�..rarr m5iti.rtliu w�vur. tiwi(. SECIlSYLt _:Pe..+�r rn CMOP AND BOX CATS VALVE tRlf C IN$ ALLATION 1q � P.YU FCQ.. uTEx aR FVOxr 12.1R muxalEn NWIfIED CENENL DpIE PAKRS W/ YCRiµ IENLNG STATED GMWT .ONI$ COURSE 41.W4\fR Mfi2GTAr/Y PMgICR D C2 w PAN -T�M.r be-p=poErECT.rki N�i�ral°xi d -NUNp. GSf N i/.1Cr. R2RI$L N11Mq PAgrS ...nr.yYcmn/GSfATACr_i W r SECTION AT ACCESSIBLE PAWNG AREA tiAgM a )V ae' E9 aN a' a a / E9. a ey � g � ' 4 41 • k \ � � • g 1 1 �A .�'\Ta IyE aWy.•9WE . \J.gY. HEAVY DUTY CONCRETE IJk �., M..r. Wes ��c ^ � �m00TOMi lafiie uu. Y SU`ORMW�iA � 1 BNl,rrr.rw. are fi' Aw PmneE TYPICAL CURB AND GUTTER —ww ` 5203 rMO�igr ro. o g.. n r .eP.2 ro o a.wz "mPvaIIa'-PNo— Ewa s� .N w�M aAE A n�Na�r`i FOR sc ( AT mr.rMw[ anm� Ar n9 P27n-rxn. Cr N 3102 ......._. _......�.e.__ hl BARRIER oom.a mmla.. o. 2109 r m ays. mrym mP 2.iao ]' w pFrrK WApT sSc Zm f.WO mrtNN�. • � � .n+s Y Wa.r Pm L.m.]Pv j�m cwsml 21M Wm C.+W. M.Wra 2P A. —A nv •- ]+. I / WeaN.. m meYn.n rga.wiu Wlqu aIT T , _ m"N"a •. �"`r `"isne i : wr+r m ea.n �••�w..a. m .m. SCIOI MA R.M II 1? ®0] CDT OF BITUMINOUS MIN CONCRE mommomTRAIL eLGcaaNN TE IN � G .omr m.m. 5216 ---- IW2 9 ",7 m . Tai r. "wy n - xe b rriw .z Z=. Ab- 8 Ww4 sr.-o.. A. wxaoo. F.. .. a. -v.srvq we MAN AT Ir a.Y.a s �.aYE`NrMArov e. r.-o.r. w wmm zr w]a rW14 nrtJaw w N,..oro, _ `Y IY 14 `0w�mA, Y h YYYE /DVhR r/. WM tl W JP.rm.? N9a.4 terror w .aes sr'vAME.i".TTT W m a g4rN.-Oas w W Wr A. �e s4 Nv b N fagN A..A •� zo�'pi0i. °� ers ..rm .w.... MWn.bel .M. by A AT Mwa�v W V V^Y nM Y6Y w �r Nvr mow. � �Wq�smCT. pp rY.�M N2NJs �PI4r .'IM6n NP Tom, r.+w�..rarr m5iti.rtliu w�vur. tiwi(. SECIlSYLt _:Pe..+�r rn CMOP AND BOX CATS VALVE tRlf C IN$ ALLATION 1q � P.YU FCQ.. uTEx aR FVOxr 12.1R muxalEn NWIfIED CENENL DpIE PAKRS W/ YCRiµ IENLNG STATED GMWT .ONI$ COURSE 41.W4\fR Mfi2GTAr/Y PMgICR D C2 w PAN -T�M.r be-p=poErECT.rki N�i�ral°xi d -NUNp. GSf N i/.1Cr. R2RI$L N11Mq PAgrS ...nr.yYcmn/GSfATACr_i W r SECTION AT ACCESSIBLE PAWNG AREA tiAgM a )V ae' E9 aN a' a a / E9. a ey � g � ' 4 41 • k \ � � • g 1 1 �A .�'\Ta IyE aWy.•9WE . \J.gY. HEAVY DUTY CONCRETE IJk �., M..r. Wes ��c ^ � �m00TOMi lafiie uu. Y SU`ORMW�iA � 1 BNl,rrr.rw. are fi' Aw PmneE TYPICAL CURB AND GUTTER —ww ` 5203 rMO�igr ro. o g.. n r .eP.2 ro o a.wz "mPvaIIa'-PNo— Ewa s� .N w�M aAE A n�Na�r`i FOR sc ( AT mr.rMw[ anm� Ar n9 P27n-rxn. Cr N 3102 ......._. _......�.e.__ hl BARRIER oom.a mmla.. o. 2109 r m ays. mrym mP 2.iao ]' w pFrrK WApT sSc Zm a 2 • t to \11%4�»�AA��.`4 e�9�. ALTERNATE HEAVY DUTY ASPHALT PAVING ----------------------- D9 Ngh4 r_ Wigs�xED�i Iq �A �An.AmD w Au Dares 2 Dales PA.9WU aE DL11q Jr0 SrFEPr ND .FY OYPS Y.WED. rkk ro ocku. ASPHALT OVERLAY SECCTION A -A CURB CplsMCTION t� AT CATCH SAS sR ruOlB k msP 6 t N STANDMO GUARDRAIL 4i �.i ALrAM 9.g9 AS.gN•gNyM�MgN.gMAMNr ae!s!y�a!�!aN.�!dw!�die!+�A b,iWN:g • P6D • s ��e M FRA M6C6mks Frant BDos AtmDii4i, Im:. I®i(w A.m.A4/a9b 10 grNnagm�s.n pv.-IsaaGmlo.rmrmaa Client Anxon,Inc. W MJrque(le Ave S Suile 100 A9rr2epP�i. MN 55J02 Project Hwy 7 & 41 Retail Building Location Chanhassen, MN Certification PemN 11 ne v u.Y rA ba' .:-. atl1v11ma MlbvEghssc¢..'... - .trghwdg5YYN1Y.esm. La1 i.Jm � AgaaaaYl xP gimg qW' 16MY2gDa Summary OniglWg:LOg kn UPTaW Env amY/Page: A gale: RNnig.l 1..T' l Revision History XN Oak SI S.Emigl/w" Sheet Title CIVIL DETAILS Sheet Number Revision C9.1 Project No. ANX17252 Minnesota Pollution Control Agency 520 Lafayette Road North I St. Paul, MN 55155-4194 1 651-296-6300 1 1-800-657-3864 1 651-282-5332 TTY I w w.pcastate.mn.us September 23, 2008 Curt Moreno 601 Marquette Ave S, STE 100 Minneapolis, MN 55402 RE: Coverage Under NPDES/SDS General Stormwater Permit for Construction Activity (MNRI00001) for: Walgreen's Hwy 7 - Chanhassen - CSW (tD# C00026659) Dear Curt Moreno: Thank you for submitting your completed construction stormwater permit application for the above - referenced project. The Minnesota Pollution Control Agency (MPCA) is pleased to inform you that you have been granted coverage under the National Pollutant Discharge Elimination System (NPDESYState Disposal System (SDS) Stormwater Permit ("Permit") for Construction Activity. Permit coverage for this project started on September 26, 2008, seven (7) days after the postmarked date of your completed permit application form. You -are required to comply with the terms of the Permit to prevent erosion and control sediment from your -site with the procedures established in your Stormwater Pollution Prevention Plan (SWPPP). You are also required to upgrade your SWPPP and erosion prevention and sediment control Best Management Practices (BMPs) as site and weather conditions dictate throughout the entire term of the project. Enclosed, with the contractor's copy of this letter only, you will find a "Notice of Stormwater Permit Coverage" certificate for this construction project. Once all construction activity has been completed at this project, you trust submit a "Notice of Termination" (NOT) form to the MPCA within 30 days of meeting the conditions outlined in Part II (C) of the permit. Please check the MPCA website (www.pca.state.mn.us/water/stormwater/stortnwater-e.html or call to request an NOT form and fact sheet. Please save this letter for your records. If you have any questions about permit coverage for this project, please contact the Construction Stormwater Administrative Lead at 651-296-3890 or toll free at 800-657- 3864. Sincerely, Brian Livingston Supervisor Stormwater Policy & Tech. Assistance Unit Municipal Division CITY OF cc: CurtMoreno OCT 01 2008 ENGINEERING DEPT. St. Paul I Brainerd I Detroit Lakes I Duluth I Mankato I Marsha6 I Rochester I Willmar I Printed on 100% poshconsumer recycled paper The Construction site identified below is covered under the National Pollutant Discharge Elimination System General Permit (MNR100001) and is authorized by the Minnesota Pollution Control Agency to discharge storm water associated with construction activities. Owner: SEV-41 LLC General Contractor: Anxon Inc. Project Name: Walgreen's Hwy 7 - Chanshassen - CSW Identification Number: C00026659 September 26, 2008 Date Issued If you have questions regarding the storm water program for construction activity, please access the MPCA's storm water site at hftp://www.pca.state.mn.us/water/stormwater/index.html, or call the MPCA's Customer Assistance Center at 651-297-2274 or toll free at 800-646-6247. 10/24/2008 STORM SEWER PIPE SIZING CALCULATIONS (PROPOSED STRUCTURES) CALCULATED BV:CDG CLIEN : ANXON, INC. STORM FRE .: 10 YEAR SHEET 1 OF 1 REVISED BY: ZRE DATE: 1020/OB PROJECT: WALGREENS JOB NO. 17252 FFE= LINE NO. STRUCTURE SUB- AREA TIME OF FLOW INTEWY RUNOFF SLOPE S17E CAPACITY VELOCITY DEPTH RIM INV DROP INV DROPTHF STRUCT PIPE DEPTH VELOCITY 5 YR RAINFALL 10 YR RAINFALL FROM TO TOTAL(CA) ODEF T.O.C. T.O.F. T 0 O�IA(C(S) FT/FT IN. CFS FULL ACTUAL OF FLOW UPPER LOWER STRUCT. DEPTH COVER RATIO RATIO INTENSITY INTENSITY swan uft E 4 E 5 30 0.83 0.91 0.90 15.00 0.00 15.00 4.75 4.32 1.50% 24 27.54 8.77 6.42 0.55 997.82 983.32 0.45 982.87 0.00 14.50 12.50 0.27 0.73 4.11 4.75 E 5 E 6 101 0.31 1.19 0.90 15.00 0.08 15.08 4.74 5.63 1.01% 24 22.60 7.19 5.96 0.68 991.87 982.87 1.02 981.85 0.00 9.00 7.00 0.34 0.83 4.10 4.74 E 6 E 7 63 0.19 253 0.90 15.08 028 15.36 4.70 11.90 1.70% 24 29.32 9.33 8.81 0.88 993.53 981.85 1.07 980.78 0.00 11.68 9.68 0.44 0.94 4.06 4.70 E 7 E 8 107 0.99 3.42 0.90 15.36 0.12 15.48 4.69 16.02 1.85% 24 30.59 9.74 9.88 1.03 991.90 980.78 1.98 978.80 1.00 11.12 9.12 0.51 1.01 4.05 4.69 E 8 E 9 162 0.56 4.43 0.90 15.48 0.18 15.66 4.66 20.69 1.56% 24 28.09 8.94 9.78 1.28 992.82 977.80 2.53 975.27 0.00 15.02 13.02 0.64 1.09 4.03 4.66 E 9 E 10 127 0.32 4.72 0.90 15.66 0.28 15.94 4.63 21.86 1.21% 24 24.74 7.87 8.84 1.45 994.09 975.27 1.54 973.74 0.00 18.82 16.82 0.72 1.12 4.00 4.63 E 10 FES 170 0.44 5.12 0.90 15.94 0.24 16.18 4.60 23.54 3.15% 24 39.91 12.70 1329 1.11 993.83 973.74 5.36 968.38 0.00 20.09 19.09 0.55 1.05 3.97 4.60 14 E 4 1 0. 8 . 6 0.90 15. 0.00 15.00 4.7 0.77 2 4 .24 0.19 997. 1 867.40 7. 1 . 1 . 1 0.1 0. 4.1 .75 E 15 18 1 0.66 0.90 15.00 0.00 15. .75 .1 1 .74 .4 .75 1. 2.31 980.51 0.73 987.78 0.00 3.80 .80 1.08 0.7 4.11 E 18 E 6 81 0.09 0.74 0.90 15.00 0.74 15.74 4.85 3.44 1.05% 12 3.63 4.62 5.24 0.77 993.08 987.78 0.85 988.83 0.00 5.30 4.30 0.77 1.13 4.02 17 15 0 0.21 0. .00 15.00 4.75 0.98 1.23% 12 3.93 5.00 4.15 0.34 993.32 988.82 1.7 5. 4.50 3. 0. 0.83 4.11 E 18 ES 105 0.00 0.51 0.90 15.00 0.81 15.61 4.67 2.40 3.65% 15 12.27 10.00 7.77 0.38 992.66 981.66 3.83 977.83 0.00 11.00 9.75 0.30 0.78 4.03 1475 CB E 19 65 0.28 .25 0.90 15.00 0.00 5. 4.75 .40% 2 2.24 2.85 2. 1 0.52 99 . 5 0.28 990.24 0. . 5 1.75 0.52 1.02 4. 1 E 19 5 0 0. 16. 0. 15.00 4.75 2.05 3.98% 24 .86 14.28 7.11 0.27 993.44 99024 1. 1 9.0 0.00 3. . 0 0 .1 0. .7 17 % 1 . 7 .57 .21 3.16 0. .1 1145 0 090 1500 15.00 4.75 3.80 2.43% 12 5.52 7.03 7.60 0.61 994.37 988.47 3.52 984.95 0.00 5. 4. . 1 1.08 4.1 1 21 0.26 . 1 . 00 15. 0.3 15.32 4.71 .59 8.64% 1 1 1 14.47 .84 994.55 984.95 18.40 9.60 3.60 0. 1.09 4.07 4.7 1 18 59 0.34 .31 0. 15. 15.00 4.75 1. 3 1.00% 12 3.54 4.51 4.62 0.53 993.00 98 . .5 988.41 0.00 4.00 .00 1.03 . 12 .7 8R 1 t 0.47 .4 0. 1 .OD 15.00 4.75 0.48 0.50% 12 2. 3.19 2.48 0.30 994.75 990. .54 .00 4.25 3 0.77 4. 1 4.75 2 104 .28 0.23 0. 5. 0.00 15.00 4.75 1.12 1.00% 12 3.54 4.51 3.97 0.38 993.70 989.70 1. 988.66 0.00 4.00 0.38 0.88 4.11 .75 APPROVED G:\ENG\Joe\Joe\Documents\Joe\Drainage\MFRA Rational Calcs.xls U F r- _ _ _ _ _ _. — _ WKGREENSh 7 CRITERIA -TRU&ULL N LB2R]bd ar07W N P'oM I, i g R I I I I I I I l I I I wuaamw teetoE —w .,. APPR04'ED �•r)g•)g MMcFRA Combs Frank Roos Associates, Inc. Iaabzemnaa�enwa s� tb a�.mannsaesoa•ssan pma: mva�smlD. pec �ua�eas�z „�ViAWJIABWT RRaEGTTrvE 0 ❑ ® unwnwetTrr ❑ Nwwna� .uwNu]oiw¢n. w®mmwwrs. ❑ w.m®rmmwia ® uomcw�.xaa mawa.v...iW..'lub STORE &AIDING a10— ❑ ❑ ❑ ❑ teatae:� xon tN�. W ,I�p�¢AAreAM.&w,w ]tb`ylW651@ CITY OF CHANHASSEN fZPJa,Q9%�.Q.Qitili/lr FACILITIES PLANNING. DESIGN k ENGINEERING t% WILMOT ROAD DEERFIELD. ILLINOIS "IS CERIRICATIO wsm MA NA A u �f. 2499 STATUTE HIGHWAY NO. Y CHANHASSEN, M�INESOTA ISNCISiAIEIRRNME Y�]AYffiM dWI PROJECT LOCATION PROPOSED DRAINAGE DRAWING TIRE re iLL mvx JFJ ma¢xo tall 0 NNE WA LEGEND PwPasco uaslw R6W 6 RneFWNhMn 0...�G�._.� 9 ao so wy V"6.-NEW Scale In FW Eng,r nng . Panning . &fve�iig FFR McCombs Frank Roos Associates, Inc. 14ewzamm�,l.e nbx,. s� I.a 55441 PIy+ •ASvcm'a pare: icumsmro-eac �sva�sasaz wnw.mrnam PRQIFCT P% 0 ❑ ❑ ® I.W.�m,lati,a ,iMa.ma,wa.u� STME I BIMW ❑ Cl ❑ ❑ msw� Axon w,. m, MMpl Aw.e awM. Rd,lp CITY OF CHANHASSEN 'LPala,VA"W& FACULI 5 PLANNING. DESIGN & EWl\ F.RING IW WILNOT ROAD DEERFIELD. W N'OLS fi 15 ®11PG411ONWSFAL APPROVED MN ru �s sA.N �AVO urt n onosrcw men. WQ.Fg�ee� 2499 STATE HIGHWAY NO. 'I CIiA.NHASSEN. WlN OTA Lwl ISYQSfwIE WiYMara]JECT OCHrIo4 LOCATION EXISTING DRAINAGE DRAWING TITLE JgDSg� JFA 124N ..ww Y E wM IA NNLGREER53W] CRRERIA-T BULLEMI 6Mlq p@ W Existing Runoff (Overall Mall Area -Discharges to Pond) Su4 Reacn on Link APPROVED 17252-Existing-Anxon-Chanhassen Prepared by {enter your company name Area Listing (all nodes) Area (acres) CN Description (subcats) 1.840 61 >75% Grass cover, Good, HSG B - Pervious Islands (2S) 4.880 98 Paved parking & roofs (2S) 6.720 Page 2 17252-Exist i ng-Anxon-C han hassen Prepared by {enter your company name Type 1124-hr 1 " Rainfall= 1. 00 " Page 3 Time span=0.00-48.00 hrs, dt=0.05 hrs, 961 points Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 2S: Existing Runoff (Overall Mall Area-Dischar Runoff Area=6.720 ac Runoff Depth=0.57" Flow Length=955' Tc=19.0 min CN=61/98 Runoff=4.23 cfs 0.322 of Total Runoff Area = 6.720 ac Runoff Volume = 0.322 of Average Runoff Depth = 0.57" 27.38% Pervious Area = 1.840 ac 72.62%, Impervious Area = 4.880 ac 17252-Existing-Anxon-Chanhassen Prepared by {enter your company name Type 1124-hr 1" Rainfall= 1. 00 " Page 4 Subcatchment 2S: Existing Runoff (Overall Mall Area -Discharges to Pond) Runoff = 4.23 cfs @ 12.11 hrs, Volume= 0.322 at, Depth= 0.57" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24-hr 1" Rainfall=1.00" Area (ac) CN Description 4.880 98 Paved parking & roofs HSG B - Pervious Islands 6.720 88 Weighted Average 1.840 61 Pervious Area 4.880 98 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.3 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.80" 0.8 55 0.0200 1.14 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.80" 2.9 800 0.0100 4.54 3.56 Circular Channel (pipe), Diam= 12.0" Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.013 19.0 955 Total Subcatchment 2S: Existing Runoff (Overall Mall Area -Discharges to Pond) Hydrograph ❑ Runoff 4 Type II 24-hr 1" Rainfall=1.00" Runoff Area=6.720 ac 3I �{ Runoff Volume=0.322 of I Rnnnff npnth-n 57" LL 211 in Flow Length=955' Tc=19.0 min CN=61 /98 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 17252-Existing-Anxon-Chanhassen Type// 24-hr 2- Year Rainfall=2.80" Prepared by {enter your company name here} Page 5 HydroCADE) 8.00 s/n 002790 © 2006 HydroCAD Software Solutions LLC 9/16/2008 Time span=0.00-48.00 hrs, dt=0.05 hrs, 961 points Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 2S: Existing Runoff (Overall Mall Area-Dischar Runoff Area=6.720 ac Runoff Depth=1.95" Flow Length=955' Tc=19.0 min CN=61/98 Runoff=13.19 cfs 1.090 of Total Runoff Area = 6.720 ac Runoff Volume =1.090 of Average Runoff Depth =1.95" 27.38% Pervious Area = 1.840 ac 72.62% Impervious Area = 4.880 ac 17252-Existing-Anxon-Chanhassen Type // 24-hr2-Year Rainfall=2.80" Prepared by {enter your company name here) Page 6 HydroCADO 8.00 s/n 002790 © 2006 HydroCAD Software Solutions LLC 9/16/2008 Subcatchment 2S: Existing Runoff (Overall Mall Area -Discharges to Pond) Runoff = 13.19 cfs @ 12.11 hrs, Volume= 1.090 af, Depth= 1.95" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24-hr 2-Year Rainfall=2.80" Area (ac) CN Description 4.880 98 Paved parking & roofs 1.840 61 >75% Grass cover, Good, HSG B - Pervious Islands 6.720 88 Weighted Average 1.840 61 Pervious Area 4.880 98 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.3 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.80" 0.8 55 0.0200 1.14 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.80" 2.9 800 0.0100 4.54 3.56 Circular Channel (pipe), Diam= 12.0" Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.013 19.0 955 Total Subcatchment 2S: Existing Runoff (Overall Mail Area -Discharges to Pond) 14- 13- Type II 24-hr 2-Year 12_ Rainfall=2.80" 11- 10_ Runoff Area=6.720 ac 9 Runoff Volume=1.090 of 8 Runoff Depth=1.95" Flow Length=955' 5 Tc=19.0 min 4 E CN=61 /98 4 6 8 10 12 14 16 18 20 22 Time 28 30 32 34 36 38 40 42 44 46 48 ❑ RunoH 17252-Exist i ng-Anxon-C han hassen Prepared by {enter your company name Type 1124-hr 10-Year Rainfall=4. 10 " Page 7 Time span=0.00-48.00 hrs, dt=0.05 hrs, 961 points Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 2S: Existing Runoff (Overall Mall Area-Dischar Runoff Area=6.720 ac Runoff Depth=3.04" Flow Length=955' Tc=19.0 min CN=61/98 Runoff=20.55 cfs 1.704 of Total Runoff Area = 6.720 ac Runoff Volume =1.704 of Average Runoff Depth = 3.04" 27.38% Pervious Area = 1.840 ac 72.62% Impervious Area = 4.880 ac 17252-Existing-Anxon-Chanhassen Prepared by {enter your company name Type 1124-hr 10-Year Rainfall=4. 10 " Page 8 Subcatchment 2S: Existing Runoff (Overall Mall Area -Discharges to Pond) Runoff = 20.55 cfs @ 12.11 hrs, Volume= 1.704 af, Depth= 3.04" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24-hr 10-Year Rainfall=4.10" Area (ac) CN Description 4.880 98 Paved parking & roofs 1.840 61 >75% Grass cover, Good, HSG B - Pervious Islands 6.720 88 Weighted Average 1.840 61 Pervious Area 4.880 98 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.3 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.80" 0.8 55 0.0200 1.14 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.80" 2.9 800 0.0100 4.54 3.56 Circular Channel (pipe), Diam= 12.0" Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.013 19.0 955 Total Subcatchment 2S: Existing Runoff (Overall Mall Area -Discharges to Pond) Hydrograph ❑ Runoff 20 Type II 24-hr 10-Year 18 Rainfall=4.10" 16 Runoff Area=6.720 ac 75 14- Runoff Volume=1.704 of 12 Runoff Depth=3.04" 11 LL 10 Flow Length=955' e T Tc=19.0 min �_ CN=61 /98 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 Time (hours) 17252-Existing-Anxon-Chanhassen Type 1124-hr 100-Year Rainfall=5.90" Prepared by {enter your company name here} Page 9 HydroCADO 8.00 s/n 002790 © 2006 HydroCAD Software Solutions LLC 9/16/2008 Time span=0.00-48.00 hrs, dt=0.05 hrs, 961 points Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 2S: Existing Runoff (Overall Mall Area-Dischar Runoff Area=6.720 ac Runoff Depth=4.64" Flow Length=955' Tc=19.0 min CN=61/98 Runoff=31.43 cfs 2.600 of Total Runoff Area = 6.720 ac Runoff Volume = 2.600 of Average Runoff Depth = 4.64" 27.38% Pervious Area = 1.840 ac 72.62% Impervious Area = 4.880 ac 17252-Existing-Anxon-Chanhassen r companv name Type 1124-hr 100-Year Rainfall=5.90" Page 10 Subcatchment 2S: Existing Runoff (Overall Mall Area -Discharges to Pond) Runoff = 31.43 cfs @ 12.11 hrs, Volume= 2.600 af, Depth= 4.64" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24-hr 100-Year Rainfall=5.90" Area (ac) CN Description 4.880 98 Paved parking & roofs 1.840 61 >75% Grass cover, Good, HSG B - Pervious Islands 6.720 88 Weighted Average 1.840 61 Pervious Area 4.880 98 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (f /sec) (cfs) 15.3 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.80" 0.8 55 0.0200 1.14 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.80" 2.9 800 0.0100 4.54 3.56 Circular Channel (pipe), Diam= 12.0" Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.013 19.0 955 Total Subcatchment 2S: Existing Runoff (Overall Mall Area -Discharges to Pond) 30 Type II 24-hr 100-Year 28 Rainfall=5.90" 24 Runoff Area=6.720 ac 22= Runoff Volume=2.600 of 18 Runoff Depth=4.64" LL 16 Flow Length=955' ;2 Tc=19.0 min 10 CN=61/98 12 14 16 18 20 22 24 26 Time (hours) 9� 1 v u=±e+e F I WPLGREENS M7 CRITERIR-INRU BULLETIN EO%I/a COH 7M �O o`d I � I I, o-; I LEGEND pP0691R@ S10RYStYkP ��1%�O—s•—� SIMtII(13G91 u->�•��v� wartxuw µ-1-��--•� eASBFxI BTcac — TB>a� —w �• I 0 30 60 Scale 1n FeO FII'YIEEIm • P1'01KJ • S..-)NV FRA McCombs Frank Roos Associates, Inc. 14"2 MAe'Be AOM,&*140 PyTWA-Mir -eeaJT phv :76V4 010•he763aeffiOY PROJECT TYPE w...w®u+ue... ❑ ® i.namsmnunm nwa.mwmnoe STORE SIaDING ® a — ❑ ❑ a.. ❑ ,a.w.o.. ❑ 1X0 n wc. KUl eNaasA....Br,r No r..�riwesN: MAaRMass>teMr CITY OF CHANHASSEN 'Z?JawP��ce.¢.rvl, FACILITIES PLANNING. DESIGN & ENGINEERIN, 106 WMMOT ROAD DEERFIELD. LLUNOIS 60015 CERIFlG1gNAND E wm n drt w ®le mn � 2499 STATEIGHWAY CHANHASSEN. MTNNESDTA ,swl Pert xa II PMNtM 1w1 W EcT LOCH PROJECT LOCATION PROPOSED DRAINAGE DRAWING T1 ,E .GG'7599_ VM 1FJ ®FwN. naa12 � w�,p SG4E WA Walgreens Roof Raingarden 4R Runoff (Overall Mall Area - Flows to Pond) Subcat Reach on Llnk Pipe to Pond from Rain Ga den Discharge to Existing Pond FAPPROVED 17252-Proposed-Anxon-Chanhassen-South inicuded 10 Type 1124-hr2-Year Rainfall=2.80" Prepared by MFRA Page 2 HydroCADO 8.00 s/n 001876 © 2006 HydroCAD Software Solutions LLC 10/22/2008 Subcatchment 1S: Walgreens Roof Runoff = 1.19 cfs @ 12.01 hrs, Volume= 0.075 af, Depth= 2.01" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24-hr 2-Year Rainfall=2.80" Area (ac) CN Description 0.340 98 Paved parking & roofs 0.110 61 >75% Grass cover, Good, HSG B 0.450 89 Weighted Average 0.110 61 Pervious Area 0.340 98 Impervious Area Tc Length Slope Velocity Capacity Description 10.0 Runoff = Direct Entry, Subcatchment 2S: Runoff (Overall Mall Area - Flows to Pond) 12.77 cfs @ 12.11 hrs, Volume= 1.053 af, Depth= 1.99" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/]mperv., Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24-hr 2-Year Rainfall=2.80" Area (ac) CN Description 4.735 98 Paved parking & roofs 1.625 61 >75% Grass cover, Good, HSG B - Pervious Islands 6.360 89 Weighted Average 1.625 61 Pervious Area 4.735 98 Impervious Area Tc (min) Length (feet) Slope (ft/ft) Velocity (ft/sec) Capacity Description (cfs) 15.3 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0,240 P2= 2.80" 0.8 55 0.0200 1.14 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.80" 2.9 800 0,0100 4.54 3.56 Circular Channel (pipe), Diam= 12.0" Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.01 19.0 955 Total Reach 3R: Discharge to Existing Pond Inflow Area = 6.810 ac, Inflow Depth = 1.96" for 2-Year event Inflow = 13.17 cfs @ 12.11 hrs, Volume= 1.114 of Outflow = 13.17 cfs @ 12.11 hrs, Volume= 1.114 at, Atten= 0%, Lag= 0.0 min f 17252-Proposed-Anxon-Chanhassen-South inicuded 10 Type 1124-hr2-Year Rainfall=2.80" Prepared by MFRA Page 3 HydroCADO 8.00 s/n 001876 © 2006 HvdroCAD Software Solutions LLC 10/22/2008 Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Reach 4R: Pipe to Pond from Rain Garden Inflow Area = 0.450 ac, Inflow Depth = 1.62" for 2-Year event Inflow = 0.42 cfs @ 12.17 hrs, Volume= 0.061 of Outflow = 0.42 cfs @ 12.26 hrs, Volume= 0.061 af, Atten= 0%, Lag= 5.2 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Max. Velocity= 4.59 fps, Min. Travel Time= 2.7 min Avg. Velocity = 1.95 fps, Avg. Travel Time= 6.4 min Peak Storage= 69 cf @ 12.21 hrs, Average Depth at Peak Storage= 0.17' Bank -Full Depth= 1.00% Capacity at Bank -Full= 6.37 cfs 12.0" Diameter Pipe, n= 0.013 Length= 750.0' Slope= 0.0320 T Inlet Invert= 990.00', Outlet Invert= 966.00' Pond 1P: Raingarden Inflow Area = 0.450 ac, Inflow Depth = 2.01" for 2-Year event Inflow = 1.19 cfs @ 12.01 hrs, Volume= 0.075 of Outflow = 0.43 cfs @ 12.17 hrs, Volume= 0.072 af, Atten= 64%, Lag= 9.9 min Discarded = 0.01 cfs @ 12.17 hrs, Volume= 0.011 of Primary = 0.42 cfs @ 12.17 hrs, Volume= 0.061 of Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 993.58' @ 12.17 hrs Surf.Area= 1,320 sf Storage= 1,158 cf Flood Elev= 995.50' Surf.Area= 3,018 sf Storage= 3,940 cf Plug -Flow detention time= 188.6 min calculated for 0.072 of (96% of inflow) Center -of -Mass det. time= 163.4 min ( 929.0 - 765.5 ) Volume Invert Avail. Storage Storage Description #1 993.00' 3,163 cf Custom Stage Data (Prismatic) Listed below (Recalc) #2 988.00, 777 cf Custom Stage Data (Prismatic) Listed below (Recalc) 2,590 cf Overall x 30.0% Voids 3,940 cf Total Available Storage 17252-Proposed-Anxon-Chanhassen-South inicuded 10 Type 1124-hr2-Year Rainfall=2.80" Prepared by MFRA Page 4 HydroCADO 8.00 s/n 001876 © 2006 HydroCAD Software Solutions LLC 10/22/2008 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 993.00 518 0 0 994.00 1,009 764 764 995.00 1,693 1,351 2,115 995.50 2,500 1,048 3.163 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 988.00 518 0 0 993.00 518 2,590 2,590 Device Routing Invert Outlet Devices #1 Primary 990.50' 12.0" x 45.0' long Culvert RCP, sq.cut end projecting, Ke= 0.500 Outlet Invert= 990.24' S= 0.0058'/' Cc= 0.900 n= 0.012 Concrete pipe, finished #2 Device 1 994.75' 24.0" Horiz. Orifice/Grate Limited to weir flow C= 0.600 #3 Device 1 990.50' 4.0" x 80.0' long Culvert RCP, groove end projecting, Ke= 0.200 Outlet Invert= 990,50' S= 0.0000 T Cc= 0.900 n= 0.01 D PVC, smooth interior #4 Secondary 995.00' 2.5' long x 5.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 #5 Discarded 0.00' 0.250 in/hr Extiltration over Horizontal area Discarded OutFlow Max=0.01 cfs @ 12.17 hrs HW=993.57' (Free Discharge) t-5=Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=0.42 cfs @ 12.17 hrs HW=993.57' (Free Discharge) t1=Culvert (Passes 0.42 cfs of 5.85 cfs potential flow) �2=Orifice/Grate ( Controls 0.00 cfs) 3=Culvert (Barrel Controls 0.42 cfs @ 4.81 fps) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=988.00' (Free Discharge) t-4=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 17252-Proposed-Anxon-Chanhassen-South inlcuded 1 Type/1 24-hr 10-Year Rainfall=4.10" Prepared by MFRA Page 5 Subcatchment 1S: Walgreens Roof Runoff = 1.84 cfs @ 12.01 hrs, Volume= 0.117 af, Depth= 3.13" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24-hr 10-Year Rainfall=4.10" Area (ac) CN Description 0.340 98 Paved parking & roofs 0.110 61 >75% Grass cover, Good HSG B 0.450 89 Weighted Average 0.110 61 Pervious Area 0.340 98 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 10.0 Direct Entry, Subcatchment 2S: Runoff (Overall Mall Area - Flows to Pond) Runoff = 19.81 cfs @ 12.11 hrs, Volume= 1.642 af, Depth= 3.10" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24-hr 10-Year Rainfall=4.10" Area (ac) CN Descriotion 4.735 98 Paved parking & roofs 1.625 61 >75% Grass cover, Good, HSG B - Pervious Islands 6.360 89 Weighted Average 1.625 61 Pervious Area 4.735 98 Impervious Area To Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.3 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.80" 0.8 55 0.0200 1.14 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.80" 2.9 800 0.0100 4.54 3.56 Circular Channel (pipe), Diam= 12.0" Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.013 19.0 955 Total Reach 3R: Discharge to Existing Pond Inflow Area = 6.810 ac, Inflow Depth = 3.07" for 10-Year event Inflow = 20.25 cfs @ 12.11 hrs, Volume= 1.744 of Outflow = 20.25 cfs @ 12.11 hrs, Volume= 1.744 af, Atten= 0%, Lag= 0.0 min 17252-Proposed-Anxon-Chanhassen-South inicuded 1 Type/1 24-hr 10-Year Rainfall=4.10" Prepared by MFRA Page 6 HydroCADO 8.00 s/n 001876 © 2006 HydroCAD Software Solutions LLC 10/22/2008 Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Reach 4R: Pipe to Pond from Rain Garden Inflow Area = 0.450 ac, Inflow Depth = 2.72" for 10-Year event Inflow = 0.47 cfs @ 12.22 hrs, Volume= 0.102 of Outflow = 0.47 cfs @ 12.30 hrs, Volume= 0.102 af, Atten= 0%, Lag= 5.1 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Max. Velocity= 4,73 fps, Min. Travel Time= 2.6 min Avg. Velocity = 2.26 fps, Avg. Travel Time= 5.5 min Peak Storage= 74 cf @ 12.26 hrs, Average Depth at Peak Storage= 0.18' Bank -Full Depth= 1.00', Capacity at Bank -Full= 6.37 cfs 12.0" Diameter Pipe, n= 0.013 Length= 750.0' Slope= 0.0320 T Inlet Invert= 990.00', Outlet Invert= 966.00' Pond 1 P: Raingarden Inflow Area = 0.450 ac, Inflow Depth = 3.13" for 10-Year event Inflow = 1.84 cfs @ 12.01 hrs, Volume= 0.117 of Outflow = 0.48 cfs @ 12.22 hrs, Volume= 0.114 af, Atten= 74%, Lag= 12.6 min Discarded = 0.01 cfs @ 12.22 hrs, Volume= 0.012 of Primary = 0.47 cfs @ 12.22 hrs, Volume= 0.102 of Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 994.22' @ 12.22 hrs Surf.Area= 1,674 sf Storage= 1,774 cf Flood Elev= 995.50' Surf.Area= 3,018 sf Storage= 3,940 cf Plug -Flow detention time= 140.7 min calculated for 0.114 of (97% of inflow) Center -of -Mass det. time= 124.1 min ( 884.6 - 760.5 ) Volume Invert Avail Storage Storage Description #1 993.00' 3,163 cf Custom Stage Data (Prismatic) Listed below (Recalc) #2 988.00' 777 cf Custom Stage Data (Prismatic) Listed below (Recalc) 2,590 cf Overall x 30.0% Voids 3,940 cf Total Available Storage 17252-Proposed-Anxon-Chanhassen-South inlcuded 1 Type 11 24-hr 10-Year Rainfall=4.10" Prepared by MFRA Page 7 HydroCAD® 8.00 s/n 001876 0 2006 HydroCAD Software Solutions LLC 10/22/2008 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 993.00 518 0 0 994.00 1,009 764 764 995.00 1,693 1,351 2,115 995.50 2,500 1,048 3,163 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 988.00 51 B 0 0 993.00 51B 2,590 2,590 Device Routing Invert Outlet Devices #1 Primary 990.50' 12.0" x 45.0' long Culvert RCP, sq.cut end projecting, Ke= 0.500 Outlet Invert= 990.24' S= 0.0058'/' Cc= 0.900 n= 0.012 Concrete pipe, finished #2 Device 1 994.75' 24.0" Horiz. Orifice/Grate Limited to weir flow C= 0.600 #3 Device 1 990.50' 4.0" x 80.0' long Culvert RCP, groove end projecting, Ke= 0.200 Outlet Invert= 990.50' S= 0.0000 V Cc= 0.900 n= 0.010 PVC, smooth interior #4 Secondary 995.00' 2.5' long x 5.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2,68 2.70 2.74 2.79 2.88 #5 Discarded 0.00' 0.250 in/hr Exfiltration over Horizontal area iscarded OutFlow Max=0.01 cfs @ 12.22 hrs HW=994.21' (Free Discharge) =Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=0.47 cfs @ 12.22 hrs HW=994.21' (Free Discharge) L1=Culvert (Passes 0.47 cfs of 6.61 cfs potential flow) �2=Orifice/Grate ( Controls 0.00 cfs) 3=Culvert (Barrel Controls 0.47 cfs @ 5.34 fps) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=988.00' (Free Discharge) t4=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) 17252-Proposed-Anxon-Chanhassen-South inicuded Type 1124-hr 100-Year Rainfall=5.90" Prepared by MFRA Page 8 HydroCAD®8 00 s/n 001876 © 2006 HydroCAD Software Solutions LLC 10/22/2008 Subcatchment 1S: Walgreens Roof Runoff = 2.80 cfs @ 12.01 hrs, Volume= 0.178 af, Depth= 4.75" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24-hr 100-Year Rainfall=5.90" Area (ac) CN Description 0.340 98 Paved parking & roofs 0.110 61 >75% Grass cover, Good, HSG_B 0.450 89 Weighted Average 0.110 61 Pervious Area 0.340 98 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (fUft) (fUsec) (cfs) 10.0 Direct Entry, Subcatchment 2S: Runoff (Overall Mall Area - Flows to Pond) Runoff = 30.16 cfs @ 12.11 hrs, Volume= 2.497 af, Depth= 4.71" Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv., Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Type II 24-hr 100-Year Rainfall=5.90" Area (ac) CN Description 4.735 98 Paved parking & roofs 6.360 89 Weighted Average 1.625 61 Pervious Area 4.735 98 Impervious Area Tc Length Slope Velocity Capacity Description (min) (feet) (ft/ft) (ft/sec) (cfs) 15.3 100 0.0200 0.11 Sheet Flow, Grass: Dense n= 0.240 P2= 2.80" 0.8 55 0.0200 1.14 Sheet Flow, Smooth surfaces n= 0.011 P2= 2.80" 2.9 800 0.0100 4.54 3.56 Circular Channel (pipe), Diam= 12.0" Area= 0.8 sf Perim= 3.1' r= 0.25' n= 0.013 19.0 955 Total Reach 3R: Discharge to Existing Pond Inflow Area = 6.810 ac, Inflow Depth = 4.69" for 100-Year event Inflow = 30.65 cfs @ 12.11 hrs, Volume= 2.659 of Outflow = 30.65 cfs @ 12.11 hrs, Volume= 2.659 af, Atten= 0%, Lag= 0.0 min 17252-Proposed-Anxon-Chanhassen-South inlcuded Type 11 24-hr 100-Year Rainfall=5.90" Prepared by MFRA Page 9 HydroCAD® 8.00 s/n 001876 © 2006 HydroCAD Software Solutions LLC 10/22/2008 Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Reach 4R: Pipe to Pond from Rain Garden Inflow Area = 0.450 ac, Inflow Depth = 4.32" for 100-Year event Inflow = 1.07 cfs @ 12.17 hrs, Volume= 0.162 of Outflow = 0.97 cfs @ 12.25 hrs, Volume= 0.162 af, Atten= 10%, Lag= 4.9 min Routing by Stor-Ind+Trans method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Max. Velocity= 5.90 fps, Min. Travel Time= 2.1 min Avg. Velocity = 2.55 fps, Avg. Travel Time= 4.9 min Peak Storage= 127 cf @ 12.21 hrs, Average Depth at Peak Storage= 0.27' Bank -Full Depth= 1.00', Capacity at Bank -Full= 6.37 cfs 12.0" Diameter Pipe, n= 0.013 Length= 750.0' Slope= 0.0320 7' Inlet Invert= 990.00', Outlet Invert= 966.00' Pond 1P: Raingarden Inflow Area = 0.450 ac, Inflow Depth = 4.75" for 100-Year event Inflow = 2.80 cfs @ 12.01 hrs, Volume= 0.178 of Outflow = 1.08 cfs @ 12.17 hrs, Volume= 0.175 af, Atten= 61%, Lag= 9.8 min Discarded = 0.01 cfs @ 12.17 hrs, Volume= 0.013 of Primary = 1.07 cfs @ 12.17 hrs, Volume= 0.162 of Secondary = 0.00 cfs @ 0.00 hrs, Volume= 0.000 of Routing by Stor-Ind method, Time Span= 0.00-48.00 hrs, dt= 0.05 hrs Peak Elev= 994.84' @ 12.17 hrs Surf.Area= 2,104 sf Storage= 2,634 cf Flood Elev= 995.50' Surf.Area= 3,018 sf Storage= 3,940 cf Plug -Flow detention time= 112.7 min calculated for 0.175 of (98% of inflow) Center -of -Mass det. time= 100.3 min ( 856.9 - 756.6 ) Volume Invert Avail.Storage Storage Description #1 993.00' 3,163 cf Custom Stage Data (Prismatic) Listed below (Recalc) #2 988.00, 777 cf Custom Stage Data (Prismatic) Listed below (Recalc) 2,590 cf Overall x 30.0% Voids 3,940 cf Total Available Storage 17252-Proposed -Anxon-Chanhassen-South inlcuded Type 11 24-hr 100-Year Rainfall=5.90" Prepared by MFRA Page 10 HydroCADO 8.00 s(n 001876 © 2006 HydroCAD Software Solutions LLC 10/22/2008 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 993.00 518 0 0 994.00 1,009 764 764 995.00 1,693 1,351 2,115 995.50 2,500 1,048 3,163 Elevation Surf.Area Inc.Store Cum.Store (feet) (sq-ft) (cubic -feet) (cubic -feet) 988.00 518 0 0 993.00 518 2,590 2,590 Device Routing Invert Outlet Devices #1 Primary 990.50' 12.0" x 45.0' long Culvert RCP, sq.cut end projecting, Ke= 0.500 Outlet Invert= 990.24' S= 0.00587 Cc= 0.900 n= 0.012 Concrete pipe, finished #2 Device 1 994.75' 24.0" Horiz. Orifice/Grate Limited to weir flow C= 0.600 #3 Device 1 990.50' 4.0" x 80.0' long Culvert RCP, groove end projecting, Ke= 0.200 Outlet Invert= 990.50' S= 0.00007 Cc= 0.900 n= 0.010 PVC, smooth interior #4 Secondary 995.00' 2.5' long x 5.0' breadth Broad -Crested Rectangular Weir Head (feet) 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 2.50 3.00 3.50 4.00 4.50 5.00 5.50 Coef. (English) 2.34 2.50 2.70 2.68 2.68 2.66 2.65 2.65 2.65 2.65 2.67 2.66 2.68 2.70 2.74 2.79 2.88 #5 Discarded 0.00' 0.250 in/hr Exfiltration over Horizontal area Discarded OutFlow Max=0.01 cfs @ 12.17 hrs HW=994.83' (Free Discharge) t--S=Exfiltration (Exfiltration Controls 0.01 cfs) Primary OutFlow Max=0.99 cfs @ 12.17 hrs HW=994.83' (Free Discharge) t-1=Culvert (Passes 0.99 cfs of 7.26 cfs potential flow) t2=Orifice/Grate (Weir Controls 0.48 cfs @ 0.94 fps) 3=Culvert (Barrel Controls 0.51 cfs @ 5.81 fps) Secondary OutFlow Max=0.00 cfs @ 0.00 hrs HW=988.00' (Free Discharge) t,4=Broad-Crested Rectangular Weir ( Controls 0.00 cfs) o*)P_+Eso4 Minnesota Department of Transportation Metropolitan District ��A�d' Waters Edge 1500 West County Road B-2 Roseville, MN 55113-3174 February 12, 2009 Joseph Shamla Project Engineer City Of Chanhassen 7700 Market Boulevard P.O. Box147 Chanhassen. MN 55317 Dear Mr. Shamla: Enclosed please find a fully executed copy of the Limited Use Permit No. 1008-0022 between the Minnesota Department of Transportation and the City of Chanhassen for a nonmotorized recreational trail within the right of way of Trunk Highway 41. This copy is for your records. If you have any questions, please do not hesitate to contact me at 651-234-7579. Sincerely, Ya E. Matti Right of Way Specialist CITY OF CHANHASSEN RSCEUVED FEB 13 2009 ENGINEERING DEPT. An equal opportunity employer Walgreen's Chanhassen Watermain Plan No. 090318 Page 2 October 14, 2008 COMPLIANCE: No construction shall take place except in accordance with the approved plans. If it is desired to make deviations from the approved plans, the State Department of Health should be consulted and approval of the changes obtained before construction is started; otherwise, such construction is installed without proper approval, and in addition may create dangers to public health. Authorization for construction in accordance with the approved plans may be withdrawn if construction is not undertaken within a period of two years. The fact that the plans have been approved does not necessarily mean that recommendations or requirements for change will not be made at some later time when changed conditions, additional information, or advanced knowledge make improvements ne scary. ov �jf ` Belal M. Shouman Gbert H. Smude, P.E. t _ Engineering Plan Reviewer Public Health Engineer Section of Drinking Water Protection Section of Drinking Water Protection P.O. Box 64975 P.O. Box 64975 St. Paul, Minnesota 55164-0975 St. Paul, Minnesota 55164-0975 651/201-4684 651/201-4677 BMS:RHS:cmp cc: City of Chanhassen McCombs Frank Roos Associates, Inc. File 1 —.I II I I I I I I I I I ~— I I I I I I A I I I I I I I I I I I I F I t I I I I I I I I I \y I i I � I � CONTACT: ♦ PROPOSED EASEMENT VACATION: IXISTINO LEGAL DESCRIPTION: SEV41, LLC ♦ C/O Alum, Inc. The folwatg regal «sadgmn Per COrtmertlM 'I 1 W Thatpvtofaoircueanduriheauri—flacci Partners Ova. uC As an, for lHyen Tale Sol Mamsette Avenue$ou[h come gal a5eren Fonry oneomzlrg, Cuser ev.,rM, Mwnzga bei,g 5A0 feel In ail on Wiser aiOe a Te Insurance Corpomion Commitment Rai Np. 21652, Elrst Supplemenca,fined Jan. ION. 2W6. MInlMapdis. Minnesota 56402 soumeM. a� areal. eaneM Imes a On 1. glen Plane: M3-eI43-8613 1, ASM Addition Mich Has eMteM of the vindeM 10A0 Parcel 1: feet Anal M,kh lies awWeM the norderin, 10.00 feet M IDS I And 2. 6kU I. Seven EOM One C,ossba, zeal Blnh 1. carve Coallty. Wmeiga. Aluvx[ PapeM Foral2: faament for lrgress.nit egress as contained m the COUNTY/CITY: Owratbn lied Easement yrtemem nxd u Dorumem No. 22059T aid In the Amrod"d aW Reassure Coastal aid Fafe,nm yrtemm efiled CA 11iER As Document No. 251431; and III DRIVE of azaex, COUNTY pNa D. right M lioness ter aid egress from. Nrt part athe Insured pmrrlsa desadeed In nun CWm«ad filed as Document NO. 101147. CBTY OF CMAN HA5:5 EN PARCEL A VICINITY MAP PRO LEGAL DESCRIPTION:: ♦ ♦POSED Paul A One, court Of bLf l and a lkaR 1. Seven Forty Ones TIEsrATEOfMMm1A 006NDr Co1ing, a,sr county, Minnow dardeee As RmuRll" IWY.7 mlloM: SITE eEG RNNe.t the InnmaaM ccrter asaR Lu l: dWisl 03 dirl," 29 irEnumed6wdrg Casters 29 minutes I6 seconds WeM M I.AK6 NNEWA9FNA £ k fihZciaKgmsetOa feMeM Noamuldlollamsu,laeace," mMNe SouU 66 degrees fit se Saet; 2 e. ttez an 50.02 htt; O ne d, Ha al0 dears 29 minute 16 rds fast a XwN 03 de28 W d fur: [lance North e6 of 56 fe NOAIM 46.s6 13Efrou Wa"9ue f 19 4.4 race, . [fierce nestaeM 6a.99 fayentW cure aanuve to the mrlM.eM haNrg d. a fa,: of 45.DD first and a antral angle of 62 de9rtes 44 minurui 30:ecaMs: Nerve NMn 03 O�,.I�400 N 16 Schaal: Flit a scan de16 2fen Lotturace a 169. 7fmlm«s as this Worth Msaid L4r1 trainee North 89 deirtes 05 minutes 09 sea.W s miiiiiiiiil oaf almsid sanorth Imo A culotte of 7.155 Want to the POINT OF eEGINxING. SCALE I MOHI of a FEET PARCEL B REVISIONS: BUILDING SETBACK 6 ZONING INFO PROPOSED LEGAL DESCRIPTION: ♦ ♦ al M7E IIHAmII 2 NG: BNNEILNegWOODMRINE5506TRIRDFA7 . TAl wnalwl s nMeot9 Fs°oMurpeda, Nme'1HNPfwN9R3ce®2re OFCuAENwq Gosslrg. araair Counts. Minnesota 2alt--4sSZ.f1-0A al aunnlNe SCraWLi: wereaneM and Wool a NcfoBowirg a-x1aF meEwDl®EAmEnr 3S POOT FRONT SEM TC(6TREtt Eavled U ew: S1-Oe RSR sea RfNH Is POOT SOEARDSEnanE Ipp FOOT BUROt ADyLM1TTp RgIpDIINL COMMENCING M the notarial arriver M said LET I, Mince on A assumM eeann9 of SOME 03 CERTIFICATION: PARK1N0 SETlaaa: solnoTSf3BACKAgABETlORE5aF3ET1AL da9ntes 29 minmes 16:cote: wen alot9 de .esaHe Ina V cal lulaei:Waai w2s4.es ROMI OTREFO=25 EEr feet to Else paint a RGINNING a[he line m he IIVenp nrtlry Ada Nb Wn ev wewedhy.a.orundeoldn.n deswxd: ds<na south e6 degree: 3D minutal umrrewl.wNVl,mamp BUILDING IIFNMT1LLtlIlICIpN=I!lour 44:aoMZ East a distance a 5D.02 feet, menu Maw lute Nor" 03 degrees 29 minutes 16 uaoMS East. oumMtaM ENED"rtla TNr:Mue.d�aom dbWeea 16 eet; No.Wit 8 a NoWn f 291e[ods of I Sus ASraccHart Is of 194AB 13 minuo Fail feet intense roNeasrtM 6a.99 fM aderg a a,¢nEW sure aO No ere, Words-[ wnNI LTMna 1b. PARCEL AREAS: radius of 45.W feet and a aMnl a raI 82 2571B d.9re.: 44 mIn,des 30 seconds: "eta Nor" 03 prt,. 1-29-08 lOfKf Q3 AA6 ARIE♦ 2622695".I de9aa 29 mixture 16:Wastes East a disc .e AREAS DeSING LOT I AREAS /1W16 OUTI -I a169.77 fait to the rods lira a Bald la l aid FIETNG LOT 2 AREA, = 229.]43 SQFr. 15274 IO16 SGIF said Mrc there rumored"; PROTECT LOCATION: Mg45FOPAIYFlA-63,33]SO.R./IASIAA 6 RgrosFD PAAm B-216,6325 ./5.612A 2401 12499 HIGHWAY � P.I.O.0257940020 P.I.O.025794001 0 SURVEY NOTES: UNDERGROUND UTILITIES NOTES: ♦ ♦ I. eFANxcs ARE BISEo ON fARVER couxTr THE UNIFIES SIaM1l NEAFDN MERE FFID COORDINATE SYSTFAa. LO[ATF IF0. VIs16E STRIICNI0.f5MNFMF 2. UNDERGROUND UDLMUsSNOWH PEA v IRIE 1MSIRE MANY upLIIY LOG.TE M"3 mom LOCATIONS OXLY. GOPHE STATE ONE GA LOCATE TICKET ,6 SUR A81o0 3. DEVATaXS LASED ON NGVD 19U MNCOT M 10wN JIM]159w L 707 1 W29 MERE RECErvED. T 21p E. Qesyut"We" 4. THERE MAY SOME UNDERGROUND IOW W. "DDITpNaL U111111f5 Of ,WNW WE ANT SHMater. MN 55M2 EECTRI ETC. HOT SHOIM OR LOEATED �w"N MAY Q6T. Plan 651.2758589 MOST IIIIllTl6 ARE SHOWN RR Mo.. SITE Faa851.275.8976 FLAN Mo UTILELY NAXs RECEIVFO FROM 1NE CO)f OF CINNINSSFN ENGNEEAINL wuerr THESE NNb MFAE HOT Ai -BUILT re,«PAfIMfNT. tOCATgM AND ARE SIgMa PM SYMBOLS: INFORMATIOM,AE PURPOSES ONLY. CONTACT ♦ GOPHER STATE ONE NfORE DICALVATING. MANHOLE H5911,0M EATCHal SIGN SANITARY Man Ou" LIGHT TOLE WOOD FENCE TFIF/DCC BEER WNCRI11 — -- UxMLEEK)UNDELffTFC DNVOTES FOUND —I—UNDERGRESER". IF "E CORNERSTONE III IRON PRE —to— UNDRGRgIND GAS o DDpIQ SET I/2•RaN tia"r uxOPACR To IANU SURVEYING. INC PMEM RL52571e — _ sax. sE,dLe F WATER FNNET — — wATERMEdN — SlORM 50 ma EIfYTRic IC IMyNXOLE NENVE S11RV5012 EM01ER Y0. SDDJ]dI] Gopher State One Call ®tYawrlrwm sination'. so -ors. rt LOT LINE ADJUSTMENT T - � xw raMrR OF lOT 1-� NmtY•• BYa Cf Y.SY YE MO p "'.. RC. W. eON 0 I mtwat ssAta I I i I J 1 1 I ---'0T y1I vp 1 1 1 a II- J1 I 1 I 1 n _ W \R LNMO ILhor RII RC. tU a em I I 1 Wass^� it-ser ong, 1 a a aso _ I , s 67as0-44-r•e a 1 1 jiff I i yro <14k as 5 -A 4_! N €L e�svoo' N13 ' M _ _ y anuaga _ •F to L-N.99 R4 I An 3 r'� 0.a15.00 b ewas9g' aY4 .a � PARCEL Bshiftiness 'it, m I 8 \� 8 I vJu o is I I I I I I 1 I 1 I I wry. V it 1 I � 1 ' sal rsse• t As IX11TING LEGAL DESCRIPTION: CONTACT: ♦Tn< Idwe+N L<9a Deaanpuw, ar ummertw SEV4I,LLC Provers InHC As an, he laweers TNk C/OM%On, Inc I.-. Cppnration CdnmRment Flk Ho. 291 SOite IN First wppkmentll. stated Jan. Inch, 2008. 601 Marquette ]anemia South VICINITY MAP T. 55402 ♦ maid mass 1 w x, elon 1, sedan Fany OM GMsirg, PhoMinne: 763,143-MI3 phone: ]63-443-9613 4nerCw,M. NlnrMsah. A4va<t Brvpeny NIY. J Baer 2: SITE Easement rodIrqu aamegressu mearradmthe "to as Opsttd- and Eaderna22CS91 afa In Inc.,reco E aM And Mumem Xo.tion eoulTTYrcrrv: �rc £ ItifEWra94fA x An Rasta[edOperatbnantlUsementAgrtemenlned aS Wcumein No. 251431; and all right of access. £ bed, are rght aiNess to ads ",am Han, ther CA RV Eft Pena[helmrrreawemne5aeaadnedlo t eoalNTY CWm Deed filed as Do -cant No. 1011107. SCHEDULE 8 NOTES: CfTY OF ♦ CHAN HASSEN .as verso ee CommertW hnnen Tnk. DEC as agen for rin tawaer5 Tllle Insurance err0ouurn, m Flle NO. 1 N,. 2 296s:, xm wvaemenla. idea»,. 1 MA. zaoe_ UNDERGROUND UTILITIES NOTES: 1 z. Eamenonu for w6r A arm damage As tense pre IN WE DDLOO. S.. I. wLRE EIELD r<wrded lwt M 5HOWN OX suBVAT LOCATE RR N5IBLE STRUCAIM ymF0.E 13.Te.... wMldons of.nd easementa wnYlnM In PoSSIBLE MANY MLRY LOCATE MARS"Cas OOeaOid ar4 Fuemen[,greement per Dxument No. fi EA STATE OXE W LOGTf TICKET 220591, Am<Med"Restated OdeMlon Was Euemem e)0)15994e J0]IN29WERE FLED. AOgSpNAL 11)ILf11E5MNNICN WEARE ww R�ntr Doormen NOES1431 (AS51q,SNON ♦5Fi1L: UNAWARE WY WST. 14,Tom, and aOrMTmna oral easement..'ead In iXE SiaiE OF MIN,aSOTACC6 N0) Famw aet Agamein er Dcarmere No, 10250,(Ad 5NCNN R n udgsss F»_ IbSF nTl.l ARE SNbMa 14R FRONYD OFF ON'geni -'- I MN AND C'nDTc NAHS RECENFD M. THE 15. Temp and wrtlessam di ream"A et conYM<Q M CRY OF CHANHASSEN ENCINEFRIN6 Eaument /pttement per Doc anent No. 113599. (AS SHOWN DVARTMOR. THESE Pli MID NOT M-WILT ON M1nYEh IDCATg16 AND ARE SHOWNFOR I.A.Fuemenl for hgMnyAnd roerMAnd! mo NE ONLY. INN-flER forh way. tempoaryerwehtof Ypon YMaaeJuInF. OOpNER SPATE ONE BfiOIIF IXCAv/,nNL. An ATINE. hwrastltta to9eteer Asset of O eetoracassmno No.9In as areaeed In d.ownseest91r, 0 In antic,lifinne Casseroles antic, Pagel 54)-559. QuM1 owns De<d p!I OIXY,Mn[ H0. FLOOD INFORMATION: IO. slor.1 O. NORTH ♦ am ein cater& 1J.Eaement r1 conmraverachy aenannasxn per P 1C0.0TNG ONLY, T56 PROffATY61H Documene No, 101948. (AS SXpYX t1N w0.VEY5 IOXE Y OF THE FLOOD INwRANCE FAR NAP. VINE 19. Easement for wasay and utilities In favor ,Cary or CDMMUNIIV PANEL AND, 21W1I OOOS B DATED JLRY Chanhassen per Doument Na 213W9. OAS Sx°WNW 2.1919 lYnktlbn tight of aces to hpMaease y and mm eto a 19. so < Tce M malnW n Mmwnry snwvhMes upon MMS a W AREA SYhaMlnneada Ino, aaassinaA"m a ♦ TDocyueenhy Y Rr Docum<M No. 951501n emL Y aYbc, Ppe ed I TOEMNFAOF PAR��LI,9N SD.FT./ E)3.OASSN°MX ONwRVM 273. 20. Terms aM w2620. s Of DeseNgeCr a.9aemem per SCALE: 1INCH =10 FEEf 6A7 ACRES smenOar andDoentCwtut Addendum 4 5.ONOT pu Document Nr. 1130E4 and DMument Mo. I59555. MOT Document ent No. ygNNts nd-ra) ca Cmnft.1 U%hrmN pre 21. Terms and w4477, SURVEY NOTES: l wudmeN Dpwmem N. 117Dmdmmt H ♦ rreve No. No Doit'll No, and Dxumem No. E10393.INOT REVISIONS: 1. BARING$ AAF ON CARVER couMlY PNMN O3, SHOWN ON wRYFY) SWTEMEn Term N. wMnbuOad Sne Ran harri per OaR atv5px L. UXDERLRWND IIIILTFS SHDAH PFA WSINF 2 MOMAFODNID en CalWNo.9]-4 Omdmend W.266664. (NOT SHOWN pE wRa'fV) Do 2-5-oe M¢Raxuta 6511E L. y 3.O-SAAHONS 0a.3E0 ON NKND 5988 MN Wi M 100,01 4. WINE MAY SOME UHOMAdWXD M1111fS,GS, ESSTRC ETe xorselDWlaw COATED. PARCEL PROSED LEGAL DESCRIPTION: PO Parted R BUILDING SETBACK &ZONING INFO 1M1Npart alter [ and 2. Born 1, wirer Fart°fie 1 ♦ o.naN. Carter Aron. Y1wes. ee,tmd ss Wider 2aHING: M NIXMMMI0DD NE15HISS D6TIKE M WE COY OE CHFdIIIaSYM NFBSIID BEGINHINC ae the northwest corner N said!. I: the OFF w A usumea 6eanne Of goods 03 NInDMG wTACaT 35 Four FRONT YU reAOTRFEN degrees 79 minutes 16 secwds West abrq the seesteM IN or said LR l a distance or 25ae5 PROJECT LOCATION: 1 S FOOT LDnA6D SETMCK hap Mena Style 86 degrees 30 mmso, 44 100 EOOF WFFM ADJACENT TO RFSID ..nos East a distance of 50.02 feet, Ne. Nath03degrees 29minmes16sewMSEast a 2401 & 2499 PAIIANGSETPOR' distance of 28,56 fee[: charterNMh 86 d,-s goFOJr 5ET6ACK MtlACDat To RE{IOM24LL 1,46 senoras Esst a distance a 1"All HIGHWAY i FROIITp ErE 2S RET Is,Woes hpmerrcewnheashM6l99hetadpn9a p_I_p_#25 %940020 WILMNG HFILHT Rf5TKK1gN = I SlO0.Y hn9entMl wm wMae err tahenM.e rwn hasty a atldra a 45.00 rest and A ttMal"It start P.I_0.025794OOI0 degrees 44 miwse aa 30 caMe N tla dpeeds 03 degrees 29 mines 16 sewnds East a distance PARKING of 169.n feet w the wte llM rf sud LM 1. ♦ North89degrees OSminuas09aamtls IOTN PARKING 5TNt5= 256 West tong uM none I. -a do. a 282.55 sain BENDICAPCIANK MIS=b9 herm the PONT OF NGINNING. 013100 IWIMCX STALLS=] .1 Yua 55nB2 PARCEL B 0969 PROPOSED LEGAL DESCRIPTION: 89)0SYMBOLS: ♦ ateY�TM Gala LF. wn a. l and 2. Mak 1. sane, Ferry °MtSIM Cn,ast , CNrtr Coons, lances. MIN soundi SANRA0.Y WNIXE 1MWI And eastern,a IN VlwArq WOOD FMfF R docheaneM esanbea lee. CONCRETE _LF- O® ND OILTIDC I < DEM016 n11aU -Fist- tnC9GDDND TLLERIOI<E MD.. at the wrOMest comer of saw 1/2'1nM1M -1st- UC9[iWN0 EJ5 tc<I: tlNna ono NaumM eeann9 oe 5ouM 03 As DEIIDTFSSETll2'fLN -may-' IFINDI -DTV degrees 29mmotesl65ecm"heaver along the PIPE NARL'®NS 25]2. _>_ Smg.,,nee etsterly line of mid Lrt 1. distant, OF 254.05 CORNERSTONE a mm FAIF[FT - 1- WATERIMIX fat to the IN' Im of BEGINNING of tN Ilne t0 IN_»- STg0.M ginseng,tlescnMtl. Mena 5cu16860e9rtes 3ominuses LAND SURVEYING, INC pFCIME IM.YIKKC 44 serdga East a alauMe a SO o2 feet. teewe Xoah 03 degrees 29 mere. I6 s.cnma Gas A 1 / dl,..,F OF 28.56 fact, lheMe North 96 degrees l� IFS \ 13 minute, 46 aecdw5 East a dnWce or 194A8 fen. Ne" wnheasterly Wt feet WN a v Bpvaym tan9z cum -Nave no Me rwnhxest N" e ratllus rf 45.Oo fed and a central angle of 82 ii.E MAMF SuanO"ii / Gopher State One Call ® Oegrees44 mlrwt<5305emntliteens Nonn03 tsscj'Fsir. 5'.u0vo z r rr ae9aes 29 muewM areas 16 as East a do.. n.nar o69rem One, north IN a wd Gl l ads sawuMMereeerme.in,. SITE PLAN I OVERLAY �� CONSULTANT CONTACT LIST oEVELOPENOWNEF AIOION, INC 601 NAROLIETTF AVE, SURE ISO YNEAPU96, w 55102 EEL 612�141M FAX CON TACT 1MTl FEIi)MAIN ARCHITECT W1LNU5 ARCHITECTS 11467 VALLEY NEW ROAD EVEN PRAIRIE MN 553W TEL 952-MI-M TAX. 552 SO 27M CONTACT: CHILE GUERREPA GIOIECHaCIl PRIBR NNAL SERVICE NOL(iIIRES W229 NR7 WESTINORNI I DRNE, CURE A wALIIESMq WE 53109 TEL 262970-M FAX 252-970-9032 CONTACT: PAM RDS2AREI( GNEEIaiXEER Alan28T AVENUE. 140002BTX AYFNIIE SUIE 110 RYMpMH. NN 55N7 TEL 76b M.6010 FAX 74 768 CONTACT. ROSE LC4Ltt91G SUNFROUR CMNEHSTDNE LAND SURVEYING SOL EAST CHESTNUT 5T, SUR 61 So STILLWATER, NN 55DB2 TEL 651-275.0969 FAX'. 651-275.0976 COMACT. DANIEL THURMES LVOSCNIIG MCDDA®6FRANR POD50.590CL41ES umD zBTX AvvAE, surf too RYMOIIIR. ML SWI TEL76 76a010 FAN T63<76ffi3! CONTACT BRLCECHALLPSAY Preliminary Site Development Plans for WALGREENS Chanhassen, Minnesota Presented by: Anxon, Inc. VICINITY MAP NO SCREE SHEETINDEX SHEET DESCRIPTION CI 01 TIME SHEET c2m IM9AOIPpN PLAN C301 SREPLAN C4.M GRADING PLAN CSTI EROSION CONTROL PLAN/ STOHMWATER PmLUDON PREVENTION PUN C601 URUIYRAN C9.01 CWDETALS 0 01 LANOSGAPE PLAN El DEEMING RAN M FRA McCombs Frank Roos Associates, Inc. T9J29iwmnTA+h SAefa RymtrAa.mMsu7 ..o.: maunmro.r na�.nm-. Client Anton, Inc. 601 Mar,RMIe Are. Smleloo Mirmeapals. MN 55402 612341.914a Project Walgreens Location SW Quadrant of MN-7 & MN-41 Chanhassen. MN n99 "I"H amc P 0 Ba'.lI 6h,11 um. MN 55317 92S2271100 Certification .. n�,nNrrrMFNOaFFR 4Yarfp. sn." L.cm. ( 1K,— R-,Ur ft 41911 ose OM19M Summary 0.4ima: su OMwe " A".E:uu m/rg Priam v:h,eur Now Hac 0204]LL¢ Revision History M9. Dawsa „ n._WiINNM/�R^mtlm Sheet Title TITLE SHEET Sheet Number Revision C1.01 Project No. ANx17252 RFWK EX51NG BIMgNG, PA1 NT ! CURB i AVOW EXSTNG NIDRANT / •'' / /��j RE110K MOW 6- W WATERNAIN (RITTER TO UMN PUN SKET C5) RENOK EMSTNG TRASH ENCLOSURE j1v//%////yam TO MYN • KWW EXISTING II�V ,BEES RENO* EXVsTNG CURB AXK IT EXISTING ROOM & SALVAGE EXISTING 9NMNOUS PAIENEIET CATCH BASON CASING ! EXISTING CURB 9 D . - IMMIN EXISTINb B INNINWB P<KMENi REEIOVE E.STNG PAIfl0UN1 !CURB SARWT EMW .. BITUWWS I WIMENT RELWE EX5TNG 6. W WATEFNNN (R[EER TO UTUT r K. w" C6) RENOW EXISTING PAKMENT _ REEgK EXSRNG i -- �, LIGHT PCIE i1g, TING .r— NODSSAACPEXIS '. AV£MEN1 BITrNO115 j • 1 REYo4E Ens1NG I PAVEMExI !CURB j RFLOK En51NG NVBRAM ! INSTALL fi PLUGLUG AlT WN •t REMOVE EASTNG 'ZU L PAKYENi !CURB } Q / <O U / REMOVE EXISTING[, / U6TIHG ! CURB BOX L.�....1 V m CL h\ LU a I LEGEND R MXBmRBIINE SnW Sf'MP C FRa B SNrtwv4Me tr rreaLAN —6 McCombs Frank Roos EAEEE6Q — --- Associates. Inc. 6h9EEE -_. IIS03PoiAmelhP.sR flp DEGIBC Pingp�. Yner6"SWl 111ENp[ -._ W BC(]6®IO.bt lf3•1166SP .A xaYd: xxwnhom GENERAL NOTES r Client 1. em�IrlsNr..Ye.oErN.prr(rYB.E.EN�rW 1w--E-.+--E---rr.rrr�.—.r-•-rr� Anxon Inc rlrb. MrrN. Trryvrrmawrrrrwr�saae...a �: rw..Braw.Brmo.BErrP..rrm.4.r.dE�r.roau m. �gmrrp.lrrrrr.r.®E�e.. R.r.EBNB.wvarsr.nM IN1JH"4artl yb b.go.N: II - ", n4 Project _---�— Walgreens Location SW Quadrant of MN-7 & MN-41 Chanhassen. MN .711 11_ -'11:' x Bu1i T L 1,5 r h11531" Certification 0( GF S—L Cullen IV 0:1 T9 41,11 Summary AP.NN: XXwX PM1ue: wL Imti9lw-s Revision History xa. mle BE s.enxna RNi[ia. Sheet Title DEMOLITION PLAN Sheet Number Revision C2.01 Project No. ANX17252 SS'MAX i1C READ D. 7 O � LEGEND LEGEND PRaenMu Ea1Ee onRAw 0 sxmaRvsEwER 41,.—> ----- 0 i xIRMPMISW �>Px �O ••�.—.-0 fRY101E c CI ME a5 1nvxRE,MSSI DEVELOPMENT SUMMARY 1E s IPtlirvMD ssEf'r BEER VW ]D FEfI SqE YMO 15 EEE; YpWEm Sff 15 COO sf IDi ex-M:ifMANrcO BRASS. 1FlcI Y/IOa4 REOIEE0: 55PIQS I I.® U SETA i65oMES gprtp i,R wPRs 9i)ACXP µEA4 PPCROKIlkLREERS I!IFRSF ELEFRO ETPIP MVI k'u'S. EU7UnEFETna 4. Sf, 101. aA%si. sm wTA F)OSlE6EfFR OCER'0II iWIL. i6h1 IAO640YERM49xiIl£ aIs. OR's) OMLOPMENT NOTES I eu OMExS'ulsulExwaEDm Tit xfnREsl soot. 2 .LLl DMf N51p155X0W1Y <Rf TO1HF BALM Cf LLRB i0 PMY.Ii NI®LNFSSDTIERMY NDRD 11:1': NNBIS SXRJ.M fi9AP16C4LV pKV s eu AR0.5 elE ROIrom TO 11k EC.BTSNe/R INT - a. uL PAaExssrAusmeErxralxAw lexLfxamvEfsonESmff EwrzR s. SU M0.M2CM4RIAR EmfYALTLRl.TO6eIMGEKEE NNOEs. RA1P5. NEL 5F REdXG DBExsMs elO ELC19AfIG RIf IM1 f NIP.1N3 LaunO6. .CRES' PREEM LOR. fi. SEEMOSrt[IWLRAMFwI C .OETYS 1. SEE PApREC1 PWIS FOR LYNT PO EOMOWE. W. FDA MT LOCH. 5. REFER TO EaULRRTEW IDT IOMNEs. LmxLI.IERS. LOTARCRM.Lm OYpWHs. 9. CWSTRUCMMRLDfW.LLRS IP.NN51 wOx.LSLO°E OEA1FR iNM'IAW519VLLCORiv WIDI IRA . WOS A 51P xE.OkFFF51AFACE L BE PRESIDED OI THERE fWALl SIWACEs XWOiM35XALL eE pM51RULRo N'COMORCE. AW sMwNW. soM SIXsOF IRS yffwAix IRLIiI 10 MD PnRMelc uu.wMEa PIAaR uasluaenwars¢REuaonrnr 11 sIREfIXMES ME9RECI roANPO/KmT1E OlY 12 ORPNPOE M9uMY GRB0RRR5 SEFFPNxtfDANREOOFf D. LRW(XNERRU7EEAE0REMRNIL'. PEEAR oO.ER4LNMCUMu ESn UPm MNIGXWATERIAL6A POg5 ix REFER TDP4CEREN'S STAItl1RD 9ECKATON FOR FURNER ROiWMII S i b as 77 - anP:q - 5..e5+g ��ifi FRA McCombs Frank Roos Associates, Inc. IrBvnnnwa<wM st rm pve: rsw�rD. K rcvnema Client Anxon, Inc. IC1 Mar,uFHS ive. Suite 100 Minneapolis. MN 5540E El2JW LE Project Walgreens Location SW Quadrant of MN-7 & MN-41 Chanhassen, MN 7700 MaM1ei SW PO Ma 147 COanhassm. MN 55s17 925-227�1100 Certification ,. .pxa8na npm iM6 o"a"1 .ianarmifxaEER 1n , a.a�:. siaa asaXm.� �Q C GG� Sea RE LEASS ES =.:>aawxa nnR Rae asmrzaes Summary Dcignel: Lbu IRS. 11fl Applaeea: NLSC sedI Page Phase n:anun' Waal Tema o2m. Revision History No. Dale By SCIRF Y/RamiPS cos as AaaSZRZ. Sheet Title SITE PLAN Sheet Number Revision C3.01 Project No. ANX17252 } (�a_.e IM1s 19' cooe SI TRAN9TIM PRCYosEO WAICREENS 14.490 SE. rfE-9%.00 EETSTNG I FII MATCH -s- LEGENG_..__.._��-. PRIP�B EMst.s - - - OA.EP -- S1p01MEEWT5EYhA »C G SNINMIYSN4R �> 0 ' MAT' EJEEI CURS GULIER iMRMW I" I C)—>ru --CI0 WAEKET EASEMEM EAT -MEET Px3 TCH \ EdETABC — EMSTMG PA MENE TEIFY,OE NBEEMBE ATCH E%I CMG \ 4VTREVARI < CURB E, TIER _ CIXIOM PRV OhMVF EIFV BI m. x PRnrvsEnmuwnas 0 GRADING NOTES m - av,a.nxr<mmarte,imvmcvmnuw,rnmwnwmrnwmtn wrowrssaxBBEET TORT-.vue BETE mmlvm.wio o, ma wcci me.1-- v. 1,T1 ¢m uAiCx E. SiMG CURBS 41ER i O 3 NEEY o untcN -, EMS MEIIFE� - •_ C'.:' S miwxm.[mei,uumw[rtm[srtw.msmximm�oxwwneu[iw�x MMaaax�im m[uw[mmu _/. WFiwrt.wBEET nema. ii.s Nm�u[mwwu,ua®evwsusmal: MEET AN Y CH J/ Meul<mmrtmxM wE AI 1.1—v1 �M 1 EMSTING PAWLHT \ Td NTURE RETAR 5M 52_ M. EEE-99N.70 1-.I'll o C IS.IM" R EIIErvT N_RETE \-LLEV GUTTER MEET xN M.2,x EziSTirvS Pa EufN+ MATCH LEBI J GUB a aR ITS lsx�mE u®mummaE 9 ,eAownmvoal¢ sum w,eawm�mvv n -TBO m TEETWEEBEEITEETETIO-BET1 MmMv<E —Eu TEE OTEE mom o ewwLL 12 M,Mwa�. — pw..B.<aM T.1. —BEEF mom m —m j TOB---xmwuao 1I BE. wa -1. BE s vu.I.II—aa / r Mn.v..arts TEI mm� STABBE .mw,�aimM-PABaMtlM—,:a — TOT �I yam a- w�a6��a n ,mOTTEOw5MBw.w,o .waT.a.P INPsS.aaox•. .. mMwmM.waw�w®Nn.�o-� II LUQ. 15155M,..ITEmwrwawOT0AB..rA51�,m,1TTf(B �aE.wImI...,TT,.I 11 1 ^ I EMAI— m B, tiaxEEN,wT11—MreW.MP.w�„w.�iaAMEOEl ems. JMFRA P� McCombs Frank Roos J Associates, Inc. faap'MRA9.BM1{9b 1O pyenl�.Ma h56aa) pbe' IRYYaIB®I0.4 JRMA�iY xad�'w.vxnbmn Client Anxon,Inc. We Marpualle AYe5uIE100 Mlnnnpols. MN SM02 0123dU91<9 Project Walgreens Location SW Quadrant of MN-7 & MN-41 Chanhassen, MN 7700 MaM1q Matl PO Nos In CRalftI MN 55317 925 227 1100 Certification ne,epYrenEYlni lMa lAn, qah v�Pol wa P W /af M n<v uNn m/ boY epM:1n n�M I m a Ory llmeM Pd¢vIN FMiEf R n b11n Y.^v/tl ew 5urtllYrY/^',O vI Seaa E CM S,gueaam Atmt oa. N2Nt/21p Summary IBM,": W. NoMBBEE a A"IrvEei EI wIFEW naver ETIBBI NAM III noix¢a Revision History Ma [WH: N9 Na11MaM 7 RMITI Sheet Title GRADING PLAN Sheet Number Revision 6 30 60 C4.01 Scale in FEW Project No. ANX17252 EROSION & SEDIMENTATION CONTROL NOTES & DETAILS SITE "AP • O` PROECi 10Ga001 I SITE LOCATION MAP xmlosuu 11SGS MAP xm19 s.•,. LEGEND Exawso =9m� S..cEMA S4xnWY YN(x >--�:i wA.I. E.AAAAT .uE — IdcTM tn4vxv[ — sT6XVAu ww Curtan s.TI1W 00000- v 1TAI.n1.cENq • In LOISIWICTXa1 E.N. Ll r .Im ��100 Scale In Feel GENERAL EROSION NOTES: KAT e - A .nk I—wu I MST. TA'Aaa MN.PxwArt[ a NATx,aww„EI,A..,ex., .T—I.T— 1AA. CA1. o��w R.w A ATE T. ITAL A— AA AT - �.�,.w ATTAT, .rw..A. —aNA re..K a.». mx+ naAieme.. 11 ...erte V..1i A, T.IT eAAK 1—uewcn e,..— - wwm .miowfa5uua.ntuwF. I .� ,a ATAKETT � %INAAA ITIew— AALAAAAAT[ITT.E.,..,.aaTEA AA..T.T. AT ITTATTANAT,a...M.A.a,. M A... M� �w K1,----,.TATALI— MAINTENANCE: SEQUENCE OF CONSTRUCTION 9Ni5EL PeeKKA. wee PRASE II'. MFRA McCombs Frank Roos Associates. Inc. +mv�.T, AAAm s4e rA. Pyrvl�. AiaAAAAT3f(! po.: aevasmio. ar+¢vosrbv Client Anxon. Inc 601 MarquAle Are. Suile 109 Minneapols. AN 55402 5Rd41-9140 Project Walgreens Location SW Quadrant of MN-7 & MN-41 Chanhassen, MN ST00 nbrtel9NE 0 B I, of .11 Certification �7 � �T1neelQ[w / Sm L Cis w.gseelm xu 41911 CIA 02A1/2o01 Summary owe": eu wa..:,p�N Appeeaed. `LX Book IAll 1111e w 11111311. lnll 9 Revision History en. mle ep welMn./nemw Sheet Title EROSION CONTROL PLAN / SWPPP Sheet Number Revision C5.01 Project No. ANX17252 �uILDING ROOF (TRAINS TO SWALE CMNECT HER 0116LMG SANITARY CUP ON,, CGNNECTIW PROPOSED \ TO EXISTING CATCH CASH WALCREENS 1 4T INV=98040 1l•90 ST INSTALL NEENAH R-iJ]3 CASTING -"T 7�7=99600 .' XmCAST XIG Lac. IN i i0 AVOID PROPO4D CURECNE VINE I CONNECT TO EXISTING \ _ 6 WAMPUM WM 6 90 BOND EWE DEPT CONNECM51 L (APPROX LOCATON) 6 PLUG END 5' FRON OLDS - - (APPROX LOCATION) I EXISTING 6- SEINER NOT N1=9813A5 RE -USE EM1MG E - SANITARY YNER SERVICi - FILED VENIEY LOCATION --(SLWE=1.SZt) - - 59•-11 RCP / 01 CROSSING INTO ❑' RCP NW98B 70 TCP 6" PK=906.60 CR 1 (48-0) CAST: R-3067 KE 993.GO ' E=989 W CONNECT TO EXISTING Si TARY S KO NANNOLE J NV=9B4. 78 ` APPROWAIE \ T \� mAN4OMN -- v LOCATION - -- \ CONNECT LO IX•, T.TO.TN p � B. 36V• xWRNIi 9f-6' PVC SW26 JJ O J WAT 6" VALVE 12" TES NV 991.AS 25"-12" RCP a LOOS CORE DRLL CCNWCPON TO EXISTING CATCH BASIN AT MV=990.75 EXISTING STRUCTURE ALLOWS .CCATE EXISTING CASTING TO PROPOSED CUR0 WE. OTNERWLSL RENDK CASTING k NST. NEENAH R-2548 6 VALVE 5 TEE _ - 51 -/ - - - _INCUN UT -[[, �- JS-b" PC SOR26 /. O LOSS WATFAMAN f TCP PIPE J FIFV-90!50 < CL£ANWi -� - INV=ABOUT T-OL PK SdQ6J 1. O DO5 9 911N 3 CAST R-(b1J33'0) RIN=9CONNECT 6 r INVCT T STORM SEKK TWISTING TOR / R W=" IE 980 JB I12"HOPEp 100x I GST R AH2 { NV 5912- NOFE. 11K i STLN 5 (RB 0) CAS-: R 4A1 CAST RN=99J.5 NV=9B9 f5 6' PLN ERIC 5' FROX WOG NW9%65 P I FUTURE RETAIL - -- - 4.500 S.i. NAx 99/]0 6" RE 6" PIV RUNS MD 5 FACN OLDS. D2EPI CxECCON IMDaF (APPROXAC) 6' VALVE 6" FECASTR.], ---- BW) , 067 RIN=993J0 NV=9R9J0 104 -12" RCP EN6nxG RETAIL 01,002 25,970 SF CORE Ul CgRTI TO EXISTING CATCH OAS 9- ATNY=9n, b REDUCE CASING An _ NEENAN R-25, 1�Ii<II A { 89-12HOPE a LAPS •STMN 4 (27'0) Q . CAST R-4N2 RN=993.5 MV=9904 CONNECT TO EX6nNG 5 DIP 4ATERNAIN NTH 6'-R' BEx0 5 VAL "-` LEGEND PIp.WYO FNSIM: EITENEEW01 �»___.0 N M FRA SNNMN(SAN �»0 .. a 'GNM ..I. �� I . - - tr NkCNnhs Frank Hans SAS. bsaaf:tasr Ins. PUT. fIND.91.MeaW/19b 1q RUNE uT NN,AAEI'AiraW "bNi pIP.- msmXOlo. re m'wm my .NePe N,NN,rnm� UTILITY NOTES Client IIEpIg11Y WRh1EXISKflP6 flp.FLISMALLR 0.Y5MULRDN ALLWDAXCf NMllf'SI0.Y101V1 ON.N,... G1nR UM NZI W.A GOP, OPEEXSSRUHS YI6 NEYF5MAlE&KI.FV6iAS 11mrtaNNNG0RRKT0INWLLNTMALmITE,WEE ENLFEA,SIR Anxon, Inc. I, K ,n UM' HUH, CONSTR CTEGNALCNO)NKFTOGIYPfSUNFMNTS P. fMIRIGIW SXNLI0itl91.1NN 6i, NIfWFRf WM.fp ARKx NYA4 [P g6fmWTM 601 Mazputlle Ave. So4elO° WI.RRWN WOINE mTN0MLNf56O0i Nnlmrto TO DO N NTN RP ANAIPPRSf WR.I NIA. MNS5402 NIZUIM456INNSOHLL®UIUPRF0AFDp911lIXMSU41f.YS la Mf NIdSIIE TE WA/ryR ilE(AIIMCipI fill 311-9100 ]. ANEYN MAXGL YiNYMN0.1. N0ES IS RIMINI A' AL. A.TMAM4a SEVER NN1 MR NE16.6T0NNO YNfNfII0Di9EE. E. MI WRAV155NMLM ASS MEDINCFANSRLPUTEMfR:➢IASN DIEIEN. S. NLWRRNSSIWLLOIRYNIMTIERENAPEISNSUMGIIY. Project 0. KLSNrtYtt4MRm0RC SDR.%. VX£St IX11m ODEmB. 7. KLWARRMANmREDIICTDEMDX.GIASSSi.NM15NF1NNIMNC0.t9. Walgreens X NL S1aXN 5EW4N RPF Ta BE Nf IHEGPLFp CON0NRRENMRALDS.VNN$61 G19£TS. R WNV SNIllMNnMTOASt ]. 10 Lm1NLRR 9INLIEF[R mARwRcmxPINIfiFLRFSKrLOCA10E aOONFxsNxsTE IF fNTPORC R/l/5 IWIIXCCVS. PIF64 YNLDEI9J6 VO fl/CIPALN4 GMT, fXNMF laGTIJ6. O. PEWN IN MD41PNID�FIFVAPd0EN51H° LocationUTUDE6ASW"HTMWlSMO0MCODSOHWN[F NrtS NO NHURE6WAXISTARNWTEHR0 WNLWIFIGNIS MmMREJO... ffMELROIOAPLEIE. TE0NIN NMTWLMEAWAaA%UN G9PNNAT TEVtTNIIPNSMfOEANENJVAlO1m1E0ESTFYLIiEmI¢AlO16V11112G.R.Si SW Quadrant of 11F MGM6011Y O RF LMIRACT0.9 m 1ELLCAR NL fAE1NG pOIOS Nql LdRKi VAIN E R DEDMRR NX,S °WaX ARG ELpAN NNN E 6N LM aBrwx6DNTIEfA1MKTRRNCNLNGOSNR suR TEE ruL.T.kmE¢. MN-7 & MN-41 11 N�RKMaN'NENNE«NaE�MMm'A°R�N^°NEm Chanhassen, MN IpNWITN0BfIES0NIGIMC061RLt1YJINM46tl M5NWEtl MLd1RILRN VAi BF IEI➢'ABYRSP0r9dF ECgIM'DAWOSm TIE MULLTNTFATVRTIE50.SMNNG pJN 1- l1EC051MICTXN0INESR M6PR6E R. 710n Mf1W6 P.O.Im147ET li LfEtt IOO£mN11MCl0i6:NACKN.W0.MMQIEWIY MIiT®CO6WCINI. CINAMSNI, MR SSTJ S TIE ONWERMLLKRO YsIIO CCIHERLYN6Ep®FE0IC0IpfndL'a -_ BISRT.1100 .fB 511f,MLWG51iETY0ALL RRSON6 NN PICRRrv0NX514ATOMNIOOMf WRN JMMT TINS W TRNaT. THEW 1WJ16 TNENnTwL I TINT A. NFACNI Re O, WTY OINOR,TO 000NLCTLl1I6MIICIXNFTH,GnRaE STIEENNOT SANTIS NWa�NNGTEARTHP NaNNEWG E Ma �M N N KMW N WOULU: Certification YGPRSM.M0L N:NI11FCdE1RCMN51rt ey. vyq m y,Nl.pOrmlorgm PWNmq NVX'atl NV� 14. .VI AREAS MTSM 0E NIp4RW MONIES THATARE 0SRRPFD N pR11Y C0ITUCpN -A I•iem M1IMI nrNRdemrFMNFFR OWIYRESTCRfONUIC. SMUG AREAS SMAILYRS10E01NM6N]ES0 T0•ERNA0D ieONnatla MNFAM IIf 60J. IS MC0 I iCP PPANpYAIDYWRNN6IPNEC Ld1N0.Cf4II5 ^ /, A�J BARIl 'HARMING U6NlF SUWAS BARRILApES, WIAWXG SNNE, CRfLT%IALYiSflNMXANJ LAi11510 WN1R0.11f �J/ APPROPRIATE TRAEE4NTERFNELES MOSnLCCNIP0.CTAN0SEXIllLM01Nm S/+�(//G(i/� APPROPRIATE YMESOTA0PNRYFxiU 1Ru50.FlAl0I61N0W5. SmLCA. RegsoamM Alfll UN OL91o1Mr v ewu Ifi.SINE B(AXNNi YSn1P T .1.01FWLASTAIIEOROE.5SNALYME.AS I.. wme�vAm. S0.SEWERTORYIWRUgWRYN"RENENNTSM M ^^° 50.5ENOEN.INE :TN SIN1NRESN�ENNCOAMAIMGNL PEONNEOS Summary mE,ENN SRNOEGIXMNS NAAW W T1f EWRENiEER 0-F,m - CIA.: AVER =poroerfi - BON/PEN TWAIN IS., Revision History Do fi1lm,l Xe,l oil Sheet Title UTILITY PLAN Sheet Number Revision C6•01 0 30 ea Scale In Fen Project No. ANX17252 .,! , __•tea- _...... s '-,-,� CITY OF C8AE8ASSEN 7ypICAL CURB CITY OF AV C6ARHASSEN ROCK CONSTRUCTION ,,91{ CITY OF }! CHANHASSEN SILT FENCE CITY OF C8AN9ASSEE - CITY OF �1 CHANHASSEN CURB CONSTRUCTION CONSTRUCTION t"( AND GUTTER 1 ENTRANCE AT BASIN 5203 15301 5300 3106 e W - � M qw 6iW Y nn.w w , A T Se CITY OF CATCH BASIN CITY OF GATE VALVE AND BOX`±A{ CITY OF TYPICAL HYDANT +; CHANHASSEN MANHOLE CHANHASSEN INSTALLA " CHANHASSEN INSTALLATION 3102 1006 1006 REIED NOTES OI 6'0 STANDARD STL PIPE CONCRETE FRIED IN KEENING LOCATNIWS INCLUDING UTRITKS TRASH EN0.05WE. AND SPIONAUR RISER$; Ale STL PIPE CONCRETE ELLFD AT DmK-MNV CANOPY ISLAND AND FRONT WALR. PRONCE 1/4- 'AELDED Ci"OLK KALE AT BOTTOM. ALL STEEL TO BE RUST FREE AND PRIME roWLED. BOLLARDS ON A" TD RECEIVE CRAY POLYETIO1W COVER. ALL OTHERS TO PIECE IK A KLLOW COKRID (TRW IDEAL SHE - 313-842-7290) TOP OF PAVEMENT. 21'CONCRETE FOUNDATION USE0 SCHOTUBE FORM ] D'. WELDED MOPS 1a. TOR, BOTTOM. AM CENTER ^ V SLID uNIBT1MBED SIL rl PROME RTpt 91WM CONCRETE NNSH. TYPICAL PIPE BOLLARD OF PARgNG STALL I(FyFp NOTFc O ALOUDPoUffB NCLBEB CAM W/ STAINLESS STEEL scREvs. OSTAN"RO USBOi RJ-8 O SIT. (RDTH SIDES-NNERE APPLICABLE). 2- OX 12' STEEL TUBE - PAI NT ENAMEL NINTE (FILL W/ CONIC) O SUPPLEUENTAL SHUNS. VAN ACCESSIBLE AND/00 S-FINE AS APKICABLE. OS FINSMD GRADE Oi IS- IA. CONCRETE FOOTER BELOW FROST LINE (4'-0 WIN.). ACCESSIBLE PARKING SIGN & POST Eravrtn uNDE ./ @ PECIK WEARING CDINeSE. IN/COT SPEC LV IICN CCAi, Yn/DD7/Cpl SPEC. 2357 15- BmIMm0115 RISE CDVR4. W/COT SPEC. 23W LW 7' AGGREGATE RISE. CLASS 5 (100% CRUSHED) W/MT SPEC. 2211 COMPACTED SUBGRADE LIGHT —DUTY BITUMINOUS PAVEMENT SECTION FNNIED GRACE 2" RRIIMINOMS MFARNS COURSE, Mn/DOT SPEC. 22160 LV TACK COAT, W/DOT SPEC. 2357 2" MUMINOUS BASE COURSE. Mn/DOT SPEC. 23W LV 9• AGGREGATE BASE, CLASS 5 (101)S CR1SNED) MI/COT SPEC 2211 COMPACTED SUBGRADE HEAVY—DUTY BITUMINOUS PAVEMENT SECTION DRIVE DRIVE THRUTHRU NOTES I. PAINT COLOR TO BE Y'ce,` FOR ARROW AND LETTERS MW-"U AND 'STOP"LETTERS TO BE ELONDATED H,EWTiCA MEDNN - A- yDE STNSEES 2 PANT 2' BLAIX OUTLINE AROUND ARROW AND LETTERS FOR PRO.ECTS ON CONCRETE PARNNG LOTS. PAVEMENT PAINTING NNENION 9 Mp E M . FWD . 1�MFRA -- MDCBmbs Frenk Roo-9 Atsoeiatefi, Inn. Imam Mee Mrt 9l l(a FtnM.Mrvl.S51!! We ]B1'I19010Y[ 1NYT�� ,IeN6'nxwrtiamn Client Anxon, Inc. 601 Mame le Ave, wel" Mbee,Whn, MN SSW2 612-UI 91411 Project Walgreens Location SW Quadrant of MU & MN-41 Chanhassen, MN 77H Owed Bed P O. BED 141 Chanhassen, MN 55317 925 2211100 Certiticatlon r e,YCI Wrm, INWN,.,Wn "e"N m is p,® al Eymeo Wemybvl eMa�i m OiI L[niel RMnseulmFlf}A �Mnd Sa, W M L9ed YY,m, Seve L CWe� IlIew. e1911 Dee D2911!I416 Summary D "meb r&11 D eee.11EA A9W NI,... B.01 Pye: Ph FIIIL11LNe: 02nl tpE Revision History No, owe By submitted I Reaam Sheet Title CIVIL DETAILS Sheet Number Revision C9.01 Project No. ANX17252 E�,,,iu,-PW�- m FRA MC Combs Frank Roos RSS"i:bes, Inc. 1.®arw..erom Se;.o [n.r.ss 7 gere 0evnsmlo. r 7d!l86SY Client Anxon,lnc. i01 MvWdte Ave. Suite 100 Iimea A, MN W02 112J91-9119 Project Walgreens Location SW Quadrant of MN-7 & MN-41 Chanhassen, MIN 700 MxM1el ahe 0 But 147 Chanhaesa MN 55317 925 N71100 Certification Summary ovglMa 5c weMe sr ,y9raNa BeoY; Page Rnc R6nsv 14tl[I I[mc -: Revision History Ali. new IS, srmnel r RetrielAu Sheet Title LANDSCAPEPLAN Sheet Number Revision L1 Project No. ANX17252 .........>,�., ...ne,w..... NOISJO 110 9NLLMO 9NINi3N19N3 IVJINYNJ'IW 9NOMN19N1 MUM f! 31nO3HOS 3tlIb mm SJI1SI1tl15 --- - -- gin; — — saouv�oi adm+xm�'�, :;�Z: Engrneenng • Planning • Surveying CONSULTANT Cr4M.T LIST: DEVELOPER/OWNER ANXON, INC. 601 MARQUETTE AVE, SUITE 100 MINNEAPOLIS, MN 55402 TEL:612-341-9148 FAX: CONTACT: MAX HEITZMANN ARr:HITFr.T WILKUS ARCHITECTS 11487 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 TEL:952-941-8660 FAX: 652-941-2755 CONTACT: CHRIS GUERRERA GEOTECHNICAL PROFESSIONAL SERVICE INDUSTIRES W228 N727 WESTMOUND DRIVE, SUITE A WAUKESHA, WI 53189 TEL:262-970-9022 FAX:262-970-9032 CONTACT:PAUL KOSZAREK CIVIL ENGINEER MCCOMBS FRANK ROOS ASSOCIATES 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL: 763-476-6010 FAX:763-476-8532 CONTACT: ROSE LORSUNG SURVEYOR CORNERSTONE LAND SURVEYING 200 EAST CHESTNUT ST, SUITE 6100 STILLWATER, MN 55082 TEL:651-275-8969 FAX:651-275-8976 CONTACT: DANIEL THURMES LANDSCAPING MCCOMBS FRANK ROOS ASSOCIATES 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763-476-6010 FAX 763-476-8532 CONTACT:BRUCE CHALUPSKY IN Presented by. Anxon, VICINITY MAP NO SCALE SHEET INDEX SHEET C1.01 TITLE SHEET C2.01 DEMOLITION PLAN C3.01 SITE PLAN C4.01 GRADING PLAN DESCRIPTION C5.01 EROSION CONTROL PLAN / STORMtiVA' ER POLLUTION PREVENTION PLAN C6.01 UT ILITY PLAN C9.01 CIVIL DETAILS L1.01 LANDSCAPE PLAN E1.1 LIGHTING PLAN S1-e ✓A r�s 5)Je?4 e�-e �c9ol tombs Frank Roos Associates, Inc. 14800 28C1 Avenue MOM, Suite 140 P6fn0L lt• &*nneSOJ3.55447 #hate: 7047&W10• ferc 7"4768532 w,°bsft: www.rnha.ccrn Client Anxon, Inc. 601 Marquette Ave, Suite 100 Minneapolis, MN 55402 612-341-9148 Project Walgreens Location SW Quadrant of MN-7 & MN-41 Chanhassen, MN 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 925-227-1100 Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Sean L. Cullen Registration No. 41911 Date: 02/01/2008 If applicable, contact us for a wet signed copy of this plan wh -h i s available upon request at McCombs Frank Roos Associates, I ic., Plymouth, MN office. Summary Designed: JR/JJ Drawn: JJ/EW Approved: RL/SC Book / Page: Phase: Preliminary Initial Issue: 02/01/2008 Revision History No. Date By Submittal / Revision A 02/15/08 ERW Revised Per City Comments 8 02/22/08 JFJ Revised Per City Comments Sheet Title TITLE SHEET Sheet Number Revision C1.01 Project No. ANX17252 Engineering • Planning • Surveying • r 01, V /� / i / xPolo / /�%/ - - - - /il/ 24 / / , /� �I / •, --. \ �Psi, / n / I ` IN roll t r J 1, 4 �•�r jl 99J.] �] S (REFER TO UTILITY PLAN SHEET C5) i I \ ii'T/� 1---�_ 9•.. - , ' !� I' } ` \ \ , U\. "l 1 1 SAWCUT EXISTING BITUMINOUS PAVEMENT \ \ \ \ ;REMOVE EXISTING FOR NEW SEWER INSTALLATION ,< x\ CASTING & CURB BOX REMOVE EXISTING 111 i •9a�96 \ 895 1 EXISTING LIGHT POLE v ^ \ i I t ; 99a2 ;] \ \ \ \ \ ✓ II ` 99c9 a3(n 99a• \ 3. `, / 9vs.• // TRASH ENCLOSURE ; 1 / TO REMAIN 392.9 1 \ 9a.T \ SS 993.T `� / 9AS5 t / / %9{69 \ \ \ \\ \ \ \ . \ \ \ - x 999•f 1 - �^ / L� / 1 o / `a \ ., bije x . l - \ \ \ x99 996- `\ix-9w j -' , s \REMOVE EXISTING - �` \ \ • `90 `\ `\ \ TREES :99aa 1 9 \ 1.9i, 9ei. N rn i \ 1 11111 / /- REMOVE 9•Sa -9 / 111 / I '1 , 99a4 /' ' 1 , �J/ j '\00 :- \ \ -� \ I i i If 1 EXISTING CURB _ l i a x 49].9 8S1`\ ;\98 \\\ II 41111 ;I.rl9].{ / l II - -----BITUMINOUSPAVEMENT �Se99..; a ix 9a 9 -' 1 2 �3 -+- t 1y1 \ 1 10 \ 9 , 11,itil i \\, SAWCUT EXISTING \ ; 1 -9 x.9.2 /�/ / 1.aw.] isTINGsa9•, .5.2 995 BITUMINOUS PAVEMENT ► ! ; I a, -- \� REMO CATCH BASIN CASTING \\\\ \99S SALVAGE EX &<XISTING CURB ISLAND K \ K 9 i `11 11 r' M/NOU�D�� `\\ \ `\` \\ \\ \\ \\ \\ �\ 11 V111r911 l 1111 \ \ \ K 99•.] \ a wza 1I ,h,/ I 1 99a, �� / �� / //' ,ao,.z �' %O \ `\; `\ `\ `\ `\ \ `\ `, 1 1 „�,,11111 ..] 991.1 '..] D99aa \\ 9°•'�I f I y , ,/ 0, .3 cx 99aa 111 f/ I ?' , \ - � ' 993.3 BITUMINOUS SURFA If REMOVE EXISTING , 013 01 , 1 1 } 1 } I �`99 I I \ `. I 1 O O x••n Amp \\ • b PAVEMENT & CURB .2 \ \ \ 1 1 I SAWCUT EXISTING 1 REMOVE EXISTING 6 DIP WATERMAINp "1 / } \ \ \ \ \\ \ Vl \\ \ } II I I1 1 it 11 \ 1\ \\ I \ I 999.a 99s I I BITUMINOUS PAVEMENT (REFER TO UTILITY PLAN SHEET C6)_ i (1A ( 9%4 ` l } \ \ \ \ \ } l 1 } 1 I' ate\= " seals. ,-- 1 1I 11 `, 1 \\ ` 1 I'I I ) j I 1 j / ' ' ! / I. - ew.9 o9we \ - \ a] I I 1 'I \ / / ry 7' :9 1 002 - I / 1 1 Ct) ` 1 1 1 I 1 1 1 1f/ l x 99•.e 9s; I 99sz `\\ /' I 1 1' I 11 00 , • •• 6 1 I 1 , 1 �/ ` 9as., \\ 5 -- 99aa 1 1 I 11 1 '\O BI ' /' 1 11 11 1 , 1 \ 1 I I II I I I I I I l I /� / e99ie ((( �. 99ss \ ii OMINOUS , /' } 11 11 '1 '1 11 1 1 1 111 I 1 I 1 I II' I / s s 9w.] -� \` - I I) 1 ; ; 99s ` NR11L `I 1 1 l ', 11 I I11111 II 1 1111 f� /1• 1°•'• f . ' . �=drt ^� 5 9•is d 9it 9 ] eelA x,000a• I1/x 9o.z 9w.]x m9.9ooaz ee ,a -FFE=995.8 it I I 1 '; , 99•.9 \ I } / ,I ,1 1 +1 11 ll 1 1 11 1 1 I � i 1 1 1 1 i � I l i I• IV NG x• 1 1 +III I I I� I 1 /; REMOVE EXISTING PAVEMENT " I 1 11 1 '1 1 1 1 1 1111 i I I i " 1 i 99,.a REMOVELIGHT PnOLE 1, REMOVE EXISTING // ' r� I ' I 1 1 \ III 1' 1' I I I I �1 1 99s.a P `\ HYDRANT &LEAD PIPE \ �. FFE=995.8-' INSTALL 6" PLUG AT MAIN waa I I I II I1 II II I11II I v I 1 I v �{x II .4' ll 11 1\\ \\ \\ 11 1 Jill 1 II I lit Il 1111' 1 I ' / % ` / : 99+0 / 111l l0101 III 1 I'I , I T '/ / / - / s i ,# 2 wu -- t A ` V I III III 'I1� I x \ � \ c �. / , I f� c ` REMOVE EXISTING I , � �ri 11 1 I 1 I 1 I 1 11 1 I I 1%110°°'� \ a \ x .• �t y • x ma 1 \ \ \ \ 111 , 1 I , I I I i I I \ `. ¢- \ BITUMINO!IS SURFACc \ . I , x,.a `� PAVEMENT & CURB S\ // II \ Jill, l' 1 III I \ SAWCUT EXISTING x/<*1 i \ \ \ } Ill,ll Jill, 111 T \ Y \ \ 1 ` ,wzz \ / 1\11 t�J[�2J\°J��w 99S BITUMINOUS PAVEMENT O X IM2.I lit L.L. \\ `\\ ` ` \ \ ` I 1 1 111', \ \\ `\\ \ \ \ 99•.T 99•.6 \ 99u o¢s2 \\ \\\ \\\ _'. _I \ litIt I 11\ \\ \ \ \ REMOVE EXISTING IZ U x 9J13 \\ \\ \\ II III\ \\`\\\`\�\\ \ \ \ `\ \' i i 11\l \`�\\\` \\\\`:: \\\ % '] -1 \ - - - - 95 �r 99 a `x a x CASTING &CURB BOX ---- - \� \� - \ \ \`\\\ \\ \\ \\ \\ \; \ \ 99 , .--- •. ass s^ °\\ \x\Il \ 1 96 do \ \\ \\ \\ \ O _3-__ -- 9_96aas --- \ 99ia 1 1 L \ \\\\ \ \\ `\\ \` _ _-_---'__- _ \ /%(?�` \ WSY i 99�.5 991a 1 1 \ I I I I ! - ��\ \`ws:•\\ �\ / \ ".! - phi' 99aa x"° 1 ( x I I I I I 1 ' K 970.2 1 \I x ,`\` `\_ _ - '__--__-_-- _-_-- _- �'- 993: : \ 'I- ,� / cD 11\\`\\��.0 \\ - _ -- --- ' \ r I FFE_995.7 \ // I _ c3 `\ ---- _---- -- - _ �` ` " a \GM REMOVE EXISTING A006-' TREES mo -I_��I e���� `� x9'n.T�-___ - �,__�]»-� �__�`\\ `� `��_ '� ♦\`\\� �` `- �� •9ss 9, �- �1� ,' 1 / / I I I I < < \ \ \\ ` `\ \ ` \ \`\` ``\`511\ \ qCF I �t0//Zbl:rx faw.s 49]A• J•.• 1N�y�•.�� Y V A / I I / T 9n. \ \�`__ \ \ '"'^1H 1 ••. \ \ `\ � . � \\\� \` 9 � exs /'\ i j / / � ' 1 � 1 1 I I h9 r, %` ! \ \\\\ \\ \\ f f ro a9if/ �J VJ O , ,\ 1 , / 1 / / 1 ,a°s.a� \ ]•.2 \ x 914f I99i9 ' ice, / \ \\ _ `.. \ \ �•n.o 1 p, \ \ \ \ \ \ . \ \ \ \ \ -h 49is / / / O / x waa x 1 ] 1 I \\\19m' i xllaoll.s I x,Ass / / x 1W0\0 +� '+'� , \ \ \ \\ \ a \ `\ \\ \ \ `. \ `' 99aa- 9 Va R /0 EXISTI G 1 / \ \ \ \ \\ \ 4 Sa \ \ \\ \ \ \ \ \ \ \ \ - -- '�j / ' 77t I ,96'I ' '\\ \ \\ / , ,G�UR� & GU ' R ' i i 11 O� 1 / eea3`\ -, \ \- \ \ \ \ \ \ \ 1 \ \ \ a - / 1 \ / i \� I I / l / / , /x' \ \ \\\\'` ` \\ \ \ \ \ \�\ \ \ 1 I \ I \ \ ``� ¢m / / � I I ! I l r \ \ ,l\ \ 1 \ 99 1 1 r I l 1 I I I I I I % Ie9.T \ \ \ \ \ \ \ \ \ 9ws1 \ \ \ \ .9 , / / I r I I I I 1 \ \ w \ \ \ \ \ \ \ ` \ \ \ \\ \ � ``\ i / � / I ' \ \ \ \ \ ` \ `\ \ `- x 9•SSJ / / / 1 ! If r I I 1 Cfl \ \ ` �.--••��� \ x 99s.] / / ! ! / I /. ,c¢.e x Wa, ♦ / T I 1 ' for 1a9.a .O f \ �' I 1 1 \ I `\\\`\\\\\\ \lit I/ 1 \ \ , \ cP \ \ \ 9 % �as.J J 7 ]is v v v v vz_*- , 1 v v v v v v v v' v v v v vv vvv 9�9��_ / vv :-- -/ 1 i l i l 1 p� 1 f /rl Ir i Ir 1 i 00 -----------x m,o -- - - - - - - l ' ` l,�A A \\ \\ \V A A\ \V A `\ A\ \\ v vv v vv \\\ \ �9v. V 99S S -- -- 1 . L.L I �\------- N / \ -- - 969---_ / I W \ \ \ x99i], REMOVE EXISTING o \ `------------- 9 8 `�� CASTING & CURB BOX -_ _- r 70 ! N I \\ \�._ _ __-___7, ,m,.] '� ,ms \` i -�--- \-------- 974-------- - - - I 1 e` `i 1 I h°e9/i \ tx•,waa O / LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER a SS --� SANITARY SEWER 0 sN - 0 FORCEMAIN (SAN.) 0> h >--0 WATERMAIN 1� EASEMENT GAS LINE uc ELECTRIC - e TELEPHONE UT REMOVALS GENERAL NOTES n hereon, are based on plans and drawings; supplemental mental field surveys and other 1. The underground utility locations, show ereo Y 9 tY � P 9 � PP sources. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact location as indicated although he does certify that they are located accurately as possible from information available. The surveyor has not physically located the underground utilities. Pursuant to MS 216D contact Gopher State One Call at (651-454-0002) prior to any excavation. 0 30 60 � =I Scale In Feet FRA tombs Frank Roos Associates, Inc. Client Anxon, Inc. 601 Marquette Ave, Suite 100 Minneapolis, MN 55402 612-341-9148 Project Walgreens Location SW Quadrant of MN- 7 & MN-41 Chanhassen, MN 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 925-227-1100 Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota Sean L. Cullen Registration No. 41911 Date: 02/01/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc... Plymouth, MN office. Summary Designed: JB/JJ Drawn: JJ/EW Approved: RL/SC Book / Page: Phase: Preliminary Initial issue: 02/01/2008 Revision History No. Date By Submittal / Revision A 02/15/08 ERW Revised Per City Comments B 02/22/08 JFJ Revised Per City Comments Sheet Title DEMOLITION PLAN Sheet Number Revision UmOl Project No. ANX17252 Englneenng • Planning • Sumying TRASH COMPACTOR' dt ENCLOSURE L r---t— OUTDOOR k STORAGE AREA I I I I . I -- CONCRETE PAVEMENT• PROPOSED LOT LINE - 65' DELIVERY TRUCK _ - LOADING POSITION I� I� I�I� B612 CURB do GUTTER (TYPICAL) I I I I I I I I I I I I pC I I I I 64TH ST. W. NO. 7 STA TE H�DNW A DA D P .1gLIC R NMINGUS SURFACE) WALGREENS MONUMENT SIGN UPGRADE EXISTING SIGN WITH WALGREENS dt FUTURE RETAIL INFORMATION >-<I zul i =I I r-- I N 1^. i �I LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER 0—»'-v a 0-- ---" s SANITARY SEWER `— > ----* 0— SINO FORCEMAIN(SAN.) Q-->FM>-00— 'N1---0 WATERMAIN ►�-- I —* 041 ¢ EASEMENT GAS LINE UG ----uc ELECTRIC UE ---- UE TELEPHONE UT UT - DEVELOPMENT SUMMARY SETBACKS FRONT YARD REAR YARD SIDE YARD MINIMUM LOT SIZE ZONING PARKING REQUIRED: 5 SPACES / 1,000 S.F. RETAIL PROVIDED BUILDING AREAS PROPOSED WALGREENS EXISTING STRIP MALL FUTURE RETAIL TOTAL SITE DATA TOTAL SIZE EXISTING IMPERVIOUS SURFACE PROPOSED IMPERVIOUS SURFACE DEVELOPMENT NOTES 1. ALL DIMENSIONS ARE ROUNDED TO THE NEAREST FOOT. 35 FEET 30 FEET 15 FEET 15,000 S.F. BN - NEIGHBORHOOD BUSINESS DISTRICT 225 SPACES 234 SPACES 14,490 S.F. 25,970 S.F. 4,500 S.F. 44,960 S.F. 6.47 AC. 4.09 AC. (63%) 4,15 AC. (64%) 2, ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB TO BACK OF CURB UNLESS OTHERWISE NOTED. BACK OF CURB IS SHOWN GRAPHICALLY ONLY, 3. ALL AREAS ARE ROUNDED TO THE NEAREST SQUARE FOOT. 4. ALL PARKING STALLS TO BE R IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. 5. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 6. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS 7. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL FOR EXACT LOCATIONS. 8. REFER TO FINAL PLAT R LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS. 9. CONSTRUCTION OF SIDEWALKS (RAMPS) WITH A SLOPE GREATER THAN 1:20 OR 5% SHALL COMPLY WITH ADA STANDARDS. A SLIP RESISTANT SURFACE SHALL BE PROVIDED ON THESE SIDEWALK SURFACES. HANDRAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS ON BOTH SIDES OF THE SIDEWALK (RAMP). 10. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. 11. STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. 12. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO THE HIGH WATER LEVEL OF ALL PONDS 13. REFER TO WALGREENS STANDARD SPECIFICATION FOR FURTHER INFORMATION 0 40 80 lill oomi� Scale In Feet RA is Frank Roos ;sociates, Inc. •• - Y.• :t I :Y N uo. . to Client Anxon, Inc. 601 Marquette Ave, Suite 100 Minneapolis, MN 55402 612-341-9148 Project Walgreens Location SW Quadrant of MN-7 & MN-41 Chanhassen, MN 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 925-227-1100 Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Sean L. Cullen Registration No. 41911 Date: 02/01/2008 If applicable, contact us for a wet signed copy of this plan wh eh is available upon request at McCombs Frank Roos Associates, I re., Plymouth, MN office. 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YB1.4\\`y 9S,96,�---' \ n c\J x ,mt7 O'er ,ms I 07.3 i `'S, % 996E � i \\ x ,Dons LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER - >> S`- SANITARY SEWER > - 0 SN -----o FORCEMAIN(SAN.) o-->FM>-00 >M>--0 WATERMAIN ►~- I -♦ °�I� EASEMENT GAS LINE UG Uc ELECTRIC UE UE TELEPHONE UT --UT SPOT ELEVATION 9 X2.5 9 X CONTOUR 902 - - - - - 902----- RIP RAP EOF OVERFLOW ELEV. =W111100. XXX X PROPOSED BITUMINOUS GRADING NOTES 1. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. 2. THE CONTRACTOR AND/OR SUBCONTRACTORS G SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1-800-252-1166). THE CONTRACTOR AND/OR Y ANY AND AL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO SUBCONTRACTOR AGREES TO BE FULL RESPONSIBLE FOR A L EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 4. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OFTHE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 5. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S SOILS ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 6. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: COMPANY: PSI (PROFESSIONAL SERVICE INDUSTRIES, INC.) ADDRESS: W228 N727 WESTMOUND DRIVE SUITE A, WAUKESHA, WISCONSIN 53189 PHONE: (262) 970-9022 DATED JANUARY 15, 2008 THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT 7. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH ,, GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS To CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY, TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 9. THE TREES T T P D E O PRIME CONCERN TO THE AND OTHER NATURAL VEGETATION WITHIN THE PROJECT AN OR ADJACENT TO THE PROJECT ARE F CONTRACTOR'S OPERATIONS. WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO B V T E SURE THAT EQUIPMENT IS NOT RA NS. HE BE SAVED 0 B NEEDLESSLY OPERATED'JNOER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES, SHOULD ANY PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD THE CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING of ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS SHALL BE PROPERLY PROTECTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY THE ENGINEER. COSTS FOR TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL PAYMENT WILL BE MADE. 10. CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES WITHIN THE CONSTRUCTION MAY BE RESTRICTED TO A NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED BY THE OWNER. 11. ACTIVITIES PROHIBITED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT NOT BE LIMITED To: SOIL AND OTRER MATERIAL STOCKPILING, EQUIPMENT OR MACHINERY STORAGE, DRIVING OF ANY VEHICLE, LEAKAGE OR SPILLAGE OF ANY "WASHOUT' OR OTHER TOXIC MATERIAL. THE COLLECTION OF OTHER DEBRIS AND SOIL STOCKPILING WILL BE IN AN AREA DETERMINED ON -SITE BY THE ENGINEER. 12. AN OWNER'S REPRESENTATIVE WILL BE AVAILABLE AT ALL TIMES DURING THE PREPARATORY AND CONSTRUCTION PERIOD. 13, EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS. THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE TURF IS TO BE ESTABLISHED, TO A DEPTH OF 4INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM DEPTH OF 4INCHES. 14. FINISHED GRADING SHALL BE COMPLETED, THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW WORK. 15. TOLERANCES a. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. b. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 FOOT BELOW, THE PRESCRIBED ELEVATION of ANY POINT WHERE MEASUREMENT IS MADE. c. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED OTHERWISE BY THE ENGINEER. d. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. e. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. 17. AN EROSION CONTROL BLANKET SHALL BE FURNISHED AND PLACED IN AREAS WHERE THE SLOPE EXCEEDS 3:1. 18. IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, INVERT AND IF 111E TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT REVIEW, DISCUSSION AND APPROVAL FROM THE PROJECT ENGINEER. 0 30 60 Scale In Feet Engineenng . Planning . Surveying FRA tombs Frank Roos Associates, Inc. Client Anxon, Inc. 601 Marquette Ave, Suite 100 , Minnea olis MN 55402 Minneapolis, 612-341-9148 Project Walgreens Location SW Quadrant of MN-7 & MN-41 Chanhassen, MN 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 925-227-1100 Certification I hereby certify that this plan, specification or report was prepared b me or under m direct supervision P P Y Y P and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Sean L. Cullen Registration No. 41911 Date: 02/01/2008 _ If applicable, contact us for a wet signed co of this Ian wit 43h is PP � 9 PY P available upon request at McCombs Frank Roos Associates, I,.c.. Plymouth, MN office. Summary Designed: JB/JJ Drawn: JJ/EW Approved: RL/SC Book / Page: Phase: Preliminary Initial Issue: 02/01/2008 Revision History No. Date By Submittal / Revision A 02/15/08 ERW Revised Per City Comments B 02/22/08 JFJ Revised Per City Comments Sheet Title GRADING PLAN Sheet Number Revision C14m0l Project No. ANX17252 Englneenng m Planning m Surveying POP.- 7,400 Ir I Lake C EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP" a Lu s Gideon 6 !{JOTS O M R 61 J[ r.00 4 LIi.YI I,L '. N (9 G w. Inbe ere c.Xx saE U. OF M. um wlla9sr n. ,u Iwovvwcx Xw S' �� yvo LANDSCAPE ARBORETUM :u. xucy,�.yyr� ,cam SITE LOCATION MAP NOT TO SCALE Day n a c¢sLm A E1Mi,.1 tlP. V. m slur. a c a one¢ rn !. LpilE ItQ6 Ci. 9 fKRt Ym2 K AY L a ravr rsmv m K Cr V- Cf n. ow.wvw cr. Lp1VL R PJOGIW .1 wu 5 a ccrxrt,msv cm �°""�" x w'xd'i" M i HAN$ASSEN ` ZA ram m¢n. z000 POP 20,321,`.:� i uOL V.1W l� � IFiJIY LA Y N 1 q r � REg=:=ice[.--"-s�-4�+F _ R d�upwre Cu p.� � -' • I� �E Y > i 7f ,.� d YLFl _Y a a .,�. 'l rt 4 •t, Y«Ioasbrtm _ ,c,.s +ary 9sct /y : t ••.. �T ffitr A eyyy Man's L� Lxi61•kA � v � i /•y } �'' dew it -f Y;`�` E• J jj __ �\ (' 4 \ , I •ti ------------------- ________TYPE4_E$OBIOFI _i i OONIROL Si.TFBi6C i / r I 1 1 I - 11 I III - _ - i } II ;le; l;;' PROPOSED WALGR11'I;I ENs , , 14,49E 4,49E S.F.to FFE-996.00 I3 3- Vo I 11 ( I 1 a •' I'1, ``II '`I `I`, 1`,, i T.,8+ �- \\ 1`I, \ `,',` ) I,` i , • / � _t- 266 ' ( .. \ A M ^98a.96 9 1313131130. t 93 13 ``` `` `,, 13 ` ` \ •� 01 INV EL=97469 S`�\``•\ 9B `.�\ rl, 11\ p (9 / � �'c' IP-ei wsi , `ass_ .`:`.` `' �'`\\ ° • «"�-« - •r .';f\'' \;I;�tl`I 1 1 1 IP- II', ``,` �.---- 1`` ,i111�1'�\ a TYPE 1 EROSION ' \' 11 i 111``\7 �,1 ` i CONTROL SILT FENCE ,` `11 `I1111, 111 1 1 i � 11 1 i `'Jrl�i Ili '1 ,1 i.• 3; ' '" l;iiir 1 1 1 '1 � 1; 11;';I;I I I • 41 1 11 '1 ' 1 1 Ilil I; III Ij�;I �� 1 1 11 1 11 I 11'1111111 i' 1 / ) • `•, �d -aX_ "�-,�. � I / I T-• -)-; T\ , �, ; 11 � 1' 11' 11 I I l i a -FTE=995.a i l i �� 1, \lil' i'illil;ill I Ir - �� ' 1 i i i Ilul li'illi"'1 I i i 1 1 �� n iP i'ili l'Il ii'%I i 1 ., `fl ii' ililli"1 I r I \ \ \ `• 1111 J i I n ll" \ �\ °a_ \ mmrlwl,X ran.¢ r \\ I I i I I LEGEND PROPOSED EXISTING CURB 8 GUTTER STORM SEWER 0-» SANITARY SEWER 0- > -� C} SN - 0 FORCEMAIN(SAN.) 0- > FM > ­0 0--->Er>--0 WATERMAIN ►t-- I -♦ a I �� EASEMENT GAS LINE UG - uc ---- ELECTRIC UE - - UE -- TELEPHONE UT U -- --- 9X2.5 9ex2.5 SPOTELEVATION CONTOUR 902- - - - - 902 - - - - - SILT FENCE - INLET PROTECTION DEVICE ® lP1 TEMPORARYSTONE CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET DEVELOPER/OWNER: ANXON, INC. `I 601 MARQUETTE AVE, SUITE 100 MINNEAPOLIS, MN 55402 612-341-9148 CONTRACTOR I SUPERINTENDENT: I USGS MAP NOT TO SCALE _/-_- --_._---_--�-TtN_ __ _-___---___-_- ____ EX CR_y________ RM996.95 ------ I -` INV-990.65 ____ _ __________ T4 I -►1 t I i------------- RIM ` \\ I I gg99 EL.99i.3f 996 ____________-. / 1 I------ 94 soisk I 93 1 1' I I I 1 I I I 1 I. I I I0 50 100 ° I F 0 I. 3 c6 \ , r I I ; � � EL=99lI6� . I I Scale In Feet II 1 II{V EL=99.78_- 1 0 r _ I I' TY --� I _ Eb •S, I I 6' i 1 1 RM=%.e I ' i r ',° 1 $fie.' I /r wv=%�st I; 1 FI II R 916�: Opp E sz / it 'n• a� \ .____-__ / / ;I/ �% � `'�s I RIM U_-993.51 �E -," I INV N EL=968.93 r ti / V S 11.999 11 / ---- i -1 83 IN I 00°Cp r Op /� Rw rE 99.x / g 1 /1 Q I cA \ \ q, NET PROTECTKIM 13 J 8 INv=9 } .99 I t� u AI• SEE DETAIL)9+/r -01 //0� /•13 022 I�pp 13 RIM r INV. EL=979. f •• a. .V / ter'• '- 9nl0xam o .•'' ar G 13 B r 9 I 993, 1 l i e - �' 7 -- 4 FUTURE RETAIL •I 1 1 ; , �w \ 13 4,500 S.F. MAX •I '1 ' , / / ____700 - I ` FFE.994.70 I l `I �tiYPE t EROSION 13 '-993= CON1Rat-tl'LT FENCE 1\`4 G RIM 11.I013.ee Off' n I INV EL=07.49 ,\ o ry 1III aid RE.9%.6- EXISTING RETAIL 25.970 S.F. Ex ffs w ------------ =-- E4r•Alle,'1 `I Ii110�\`\ \`. `\1 ,`\ \\ \\ `.\ U I ___ -___ 29i%70969968 If i i I _-__�------ ------ : ; ________ ------- 974_----- ----- ---977�76=--------------- �9�'19`�,sZ\)o. ``I I RRIME�i_laa.as ----Z \. I O00 _ rn `.1\ .,Oa•, IY `\ I ,V EL_99el!v� I g Q0 1006-- Zua LU Q I rll 11 II I r Ad`I "- Ln 1 / I t 9. Y .1 '+ergs I -Y!• T FENCE RIM E1.,W6.67 �L5 IN' INV Ey.%9.67 ♦ // lr fi '' r' l i' / ��11 \*\ � j, 1, \` 1. .' ! i' OO�OI ' e ./)1�1 .' 1 \-� / •/ GENERAL EROSION NOTES: 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS AND MFRA STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS AND/OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-252-1166 OR 651454-0002 3. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN ALTA OR D SURVEYING. IF CO TOR DOS NOT ACCEPT EXISTING TOPOGRAPHY S SHOWN ON THE PLANS WITHOUT EXCEPTION TOPOGRAPHIC SURVEY PREPARED BY CORNERSTONE LANCONTRACTOR E A , THEY SHALL HAVE MADE, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. SEE ATTACHED SURVEY SHEETS. 4. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. I 10 CONTROL PLAN WPPP T STANDARD DETAILS THE PLAN NARRATIVE 5. THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) S COMPRISED OF THIS DRAWING (EROSION /S ), HE ANDARD , S U THE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. ATTACHMENTS INCLUDED IN THE SITEWORK SPECIFICATION SECTION 02370 (SWPPP), PLUS & THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. 7. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP-S) AS REQUIRED BY THE SWPPP & PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMPS AND EROSION PREVENTION FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IS COMPLETED, IS APPROVED BY ALL AUTHORITIES, THE NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP-S SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT No ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 8. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL, STATE, OR LOCAL REQUIREMENTS OR MANUAL OF PRACTICE, AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER. 9. ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 10. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES, SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. 11. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHALL ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA, EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES, 12. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE. I& SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 14. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS 15 PROHIBITED. 15. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY & MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 16. HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 17. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO ANY SITEWORK. 1B. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED. SEEDING SHALL BE IN ACCORDANCE WITH MWDOT SPEC. 2575 @ 100LBS/ACRE (OR APPROVED EQUAL) AND IN ACCORDANCE WITH THE FOLLOWING GUIDELINES: TYPE OF SLOPE TIME STEEPER THAN 3:1 7 DAYS 10:1 TO 3:1 14 DAYS (MAX TIME AN AREA CAN REMAIN OPEN WHEN THE AREA IS NOT ACTIVELY BEING WORKED) FLATTER THAN 10:1 21 DAYS 19. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED. THESE AREAS SHALL BE SEEDED IN ACCORDANCE WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND/OR LANDSCAPE PLAN FOR VEGETATIVE COVER. 20. CONTRACTORS OR SUBCONTRACTORS WILL BE RESPONSIBLE FOR REMOVING SEDIMENT FROM CONVEYANCES & FROM TEMPORARY TION BASINS THAT ARE TO BE USED AS SEDIMENTATION PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASH BACK CONVEYANCES OR DRAINAGEWAYS WASHED B INTO THE BASIN DISCHARGING OFF -SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 21. ON -SITE & OFF -SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMPS. STOCKPILE AND BORROW NOTED ON THE SITE MAP AND PERMITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. AREA LOCATIONS SHALL BE N E UIREMENTS. 22. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. H CONDITION DURING 1HE GRADING PHASE TO RE 23. SLOPES SHALL BE LEFT IN A ROUGHENED DUCE RUNOFF VELOCITIES AND EROSION. 24. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. 25. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLINS OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. MAINTENANCE: AL,.MEAS URES STATED ON THIS EROSION AND SEDIMENT CONTROL PLAN AND IN THE STORM WATER POLLUTIO N PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION MUST BE PROTECTED BY APPROPRIATE BMPS UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. 3. SILT FENCES SHALL BE REPAIRED, REPLACED OR SUPPLEMENTED TO THEIR ORIGINAL CONDITIONS IF DAMAGED. SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT T OF THE SILT FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY REACHES ONE-THIRD THE NEIGH , OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. CONSTRUCTION SITE MUST B MINIMIZED BY BMPS SUCH AS STONE PADS CONCRETE OR STEEL WASH RACKS OR EQUIVALENT SYSTEMS. 4. VEHICLE TRACKING OF SEDIMENT FROM THE CONSTRU E EE WA , STREET SWEEPING MUST BE USED IF SUCH BMPS ARE NOT ADEQUATE TO PREVENT SEDIMENT FROM BEING TRACKED ONTO THE STREET. TRACKED SEDIMENT MUST RE REMOVED FROM ALL OFF -SITE PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY OR SOONER. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. 6. OUTLET STRUCTURES IN THE TEMPORARY AND PERMANENT SEDIMENTATION BASINS SHALL BE MAINTAINED IN OPERATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY REACHES ONE-HALF THE STORAGE VOLUME. DRAINAGE & REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. SEQUENCE OF CONSTRUCTION PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CLEAR AND GRUB THE SITE. 5. BEGIN GRADING THE SITE. 6. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 4. PREPARE SITE FOR PAVING. 5. PAVE SITE. 6. INSTALL INLET PROTECTION DEVICES. 7. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. 8. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT FRA tombs Frank Roos Associates, Inc. Client Anxon, Inc. 601 Marquette Ave, Suite 100 Minneapolis, MN 55402 612-341-9148 Project Walgreens Location SW Quadrant of MN-7 & MN-41 Chanhassen, MN 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 925-227-1100 Certification I hereby certify that this plan, specification cabon or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the /laws ^of the State of Minnesota. Sean L. Cullen Registration No. 41911 Date: 02/01/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates lac. P Plymouth, MN office. Summary Designed: JB/JJ Drawn: JJ/EW Approved: RL/SC Book / Page: Phase: PreliminaryInitial Issue: 02 01 2008 / / Revision History No. Date By Submittal / Revision A 02/15/08 ERW Revised Per City Comments B 0 2 08 2/ 2/ JFJ Revised Per G dy Comments Sheet Title EROSION CONTROL PLAN SWPPP Sheet Number Revision UmOl Project No. ANX17252 EX FES INV EL=985.28 RIM=994.85 !NV=990.65 EngirWl7ng • Planning " Surveying - - STORM r+.H - �- - - - - - - - -- - - - -. RIM `_L. = 995.69 �I , - - - - - - - --'� INV. NW EL.=984.59 ! I, r �I INV. EEL L.-98 . I I I I BUII-'?ING ROOF DRAINS i TO SWALE �I I I I I PROPOSED WALGREENS AT INV=988.40 14,490 S.F. INSTALL NEENAH R-1733 CASTING=996.00 ADJUST CASTING LOCATION IN FIELD I TO AVOID PROPOSED CURB LINE CONNECT TO EXISTING 1 _ I CAST: R-3067 . _ `� NV=982.87 v I 6" WATERMAIN WITH RE=993.00 I x' 6*-900 BEND i IE=989.00 .I FE I FIRE DEPT CONNECTION CONNECT TO EXISTING .� RIM=992.9 - _ 6" PLUG i � r" 24" R P - - (APPROX. LOCATION) ' FROM BLDG SANITARY SEWER MANHOLE `. INV=988.62 1 ^� < - c -- _ - - - END 5F - - - - (APPROX. LOCATION INV=984.78 Q CONNECT TO EXISii1NG 2" < ( ) i EXISTING HYDRANT _= STORM SEWER �V I IE=980.78 SroRM MH ' MFi _ 7A RIM El - 997.822 I APPROXIMATE T TRANSFORMER. LOCATION 6" PIV �W I � HYDRANT I 6" VALVE 6" TEE I ,EX C6 RIM EL=9 INV=991.00 INV EL=974. 9 I 1 ! L r 25-12" RCP « W ® 1.00% : ,SAN MN RIME.- 994 INV. E .=9 6 AT INV=990.75 IF EXISTING STRUCTURE ALLOWS RELOCATE EXISTING CASTING TO PROPOSED CURB LINE. OTHERWISE, REMOVE CASTING & INSTALL NEENAH R-2548 - I � Z I a vN _ v� I x 0 I K a I ' EX C8 RIM EL=993.83 - I INV EL=972.13 I I ' I o- I V I � Jv L�--------- olv SAN MH ----\ RIM EL.= 974.45 \ INV. N. EL.=964.35 \ INV. E/W EL=963.35 I LU J W .i i r=oLl -- - - EX CB Q RIM EL=992.31 INV EL=988.51LT I SA sicN '--t EX CB RAM-993.32 i R,;V= 988.82 ! III CONNECT NEW BUILDING SANITARY _ ' �• I \ � SEWER TO EXISTING 6" SEWER AT CLEANOUT INV=988.45 RE -USE EXISTING 6" a I I I SANITARY SEWER SERVICE ' FILED VERIFY LOCATION I s t I (SLOPE=2.5%t) ! - - -RI CB RIM EL--993.08 I v CROSSING INFO = INV EL=987.7a 12" RCP INV=988.70 II 6.. 59'-12" RCP - - T0E-6"- PVC=986.80 Ex ce I sq o 1.00% CB 1 (48 0) RIM=991.87 I tom.- 994.:8 �INV F. EI_=992.62 iL 984.78 ` '\, �i INV FI.=983.32 ' EL 92. ii I DID VI W. d. 98n t'---�-- _ l !I JOlt td. r 4'6 v SVI'. EL. 984.58 O ' - �81.66 --Ea�C,Ji _ - I CONNECT TO EX. - RIM EL=993.53 ` $ 91'-6" PVC SDR26 " INV N' 9- -- -----' I r WATERMAIN WITH �,Q:�..y�pE ^ se6. ,� - 6"-45° BEND 0 1.00% ^ INV S EL=989.03 1 �J _ INV E/W EL=98'.83 6" VALVE 52 I CLEANCUT \ RIM=993.7 I I INV=985.69 „ c i INV=989.06 1 ! x Ex cB RIM D -9 I 75'-6w PVC SDR26 Nv=s9 21.a _ 1.00% 1 ®1.0 1 I x ® WATERMAIN Ta J I' t ! w TOP PIPE 1 �- ELEV=984.50 1 CLEANQUT RIM-993.5 I INV=986.44 I j INV=989.65 v t I ,EX B L' ,IICo8� 1 INV. EL=979 20 I I I I - 21'-6" PVC SDR26 -� 6" PLUG�10t''� - 01 00% a END 5' FROM BLDG `� INV=986.65 FUTURE RETAIL o ®1.00» 'r FFE-995.8 > \ FFE=995.8-'' EXISTING RETAIL 25,970 S.F. HYDRANT W/6" VALVE 6" TEE 4,500 S.F. MAX I FFE=994.70 I 6" TEE j 6" PIV 6" PLUG NO 5' FROM BLDG. I r FIRE DEPT CONNECTION (APPROX. LOCATION) CA W y� RIM=993.70 INV=989.70 / ®1.00% STORM MIN I RIM EL.= 996.75 i INV. EL.=983.25 24" RCP t RIM=993.5 ( tt INV=990.55 I EX CB I RIM EL=1003.80 CONNECT TO EXISTING 6" DIP INV FL=997.40 WATERMAIN WITH 6"-45" BEND tk f 6" VALVE ! I ) I EX CB I M i RIM EI_=1004.45 1 r'1 tl I ;NV E[. 998.15 HW`i.7/41 I _ < U f' x I T i zU e. ,X I U r ` z LFF(1"9 I II m M \\ 4j> I LLJ m AT INV=988.67 REPLACE CASTING WITH ---------------------�\ VIM NEENAH R-2548 DIP \ \ < \ \ L r � SAN MH RIM EL.L= 979.81 „ INV. N EL=968.81 \ \ LV INV. E/W EL.=966.6110 ' - EX FES I \ INV EL=966.8 LOWER CASTING TO M R 99a I� I RIM=944.30-EX FES REPALCE CASTING WITH INV EL=966.54I raNEENAH R-2548 ' i \NI -EX CB RIM EL=994.21 INV EL=988.11 v II I < I U ryl Ip _ I EX FES ( INV EL=999.93 0� ,3Z9 G� i - -- 12" ,R(, < - ' EX CB I RIM EL=1006.67 I INV EL=999.67 I I r _ I h I, I� 1 LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER -» C ------- sz SANITARY SEWER > ---* tom- SN FORCEMAIN(SAN.) 0-->FM>---- Q0->->--0 WATERMAIN 11104-- I -♦ ^- 1 � EASEMENT GAS LINE UG �c----- ELECTRIC UE --- uE -- -- TELEPHONE UT - UT - UTILITY NOTES THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. 1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY REQUIREMENTS. 2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF THE CONTRACTOR 3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY) CROSSINGS. 4. ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 5. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 6. ALL SANITARY SEWER TO BE PVC SDR-26, UNLESS NOTED OTHERWISE. 7. ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52, WITH 7.5 FEET MINIMUM COVER. B. ALL STORM SEWER PIPE TO BE REINFORCED CONCRETE PIPE WITH R-4 JOINTS, AND RUBBER GASKETS. 9. RIP RAP SHALL BE Mn/DOT CLASS 3. 10. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 11. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE ONE CALL AT 454-0002. 12. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 13. SAFE 1Y NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES iN; ON OR NEAR THE CONSTRUCTION SITE. 14. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 61NCHES OF TOPSOIL PLACED BENEATH THE SOD. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 16. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. 0 30 60 Scale In Feet FRA tombs Frank Roos Associates, Inc. 14800 2WI Avenue NON?, Suite 140 Piymotdh • Minne90118.55447 phone: =4764111010• floc 788/47"532 websft vvww.mfiacon Client Anxon, Inc. 501 Marquette Ave, Suite 100 Minneapolis, MN 55402 612-341-9148 Project Walgreens Location SW Quadrant of MN-7 & MN-41 Chanhassen, MN 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 925-227-1100 Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER undert1he laws of the State of Minnesota. n Sean L. Cullen Registration No. 41911 Date: 02/01/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Iic.. Plymouth, MN office. Summary Designed: JB/JJ Drawn: JJ/EW Approved:RUSC Book/ Page: Phase: Preliminary Initial Issue: 02/01/2008 Revision History No. Date By Submittal / Revision A 02/15/08 ERW Revised Per City Comments B 02/22/08 JFJ Revised Per City Comments Sheet Title UTILITY PLAN Sheet Number Revision C&01 Project No. ANX17252 Engineering w Planning e Somying SEDIMENT TRAP AS MANUFACTURED BY 1/2 r 6" 1 Distance to q variable WiMCO,LLC.SHAKOPEE, MIIJ., q 3"r 1/2"r To Bituminous Material P 6 moz. g �`Pacin ESS BROS.,LERETO, MN. OR SIMILAR t1ag: slope ~1 auntoble Curb d: Gutter to be transitionetl 'o 3/sl per ft T Posts 24" in ground IntoSum a 8616 t eat calchbasln. - SPECIRCAMONS AND STANDARDS DESICN LOADInto MnDOT B618 Concrete Curb Gutter Note: Ties _ NSC l� �ca,terwrcnau. sm 6oII >iLow,at MIX wmaa uNkr, "�, catchbosm Frame a crate Neeoan R-3067-v or equal with L Grate ti and &Steel Silt fence per MNDOT specifications, Source 2000, "vas .ae�,;� waawc woe _ s m - °„_w . sA, ..cros _ n ze nw rcn 1e26 - �= "r�'TM =ems= w"w w^.c fmaolxw 1we rs riLlDxl 0.7 o.�m m s r n.m y . ROP,0 machine sliced woven IM%WN oIv6Iax vale s.aa m e ,s• I,.aa A o PVO� 0 1"-2"WASHED ROCK monofilament, 36"wide fastened to steel T—Posts with 3(501b) tensile a uag 1/2'r 6• Dietance t variable Sr 1/2"r Top Bituminous Material stren th la$tIC ZI ties g P P P er T-Post. (Machine sliced) 6' Min. Depth of silt fence embedment. M O D EL# C G 2 3 sad ? q °j F Catahbaeln to be depreseed 2" below design gutter line grode. Naeena'n 33067-R sholl be used at all o mI r ♦" per a / MnDOT B612 /SO• S' o EROSION CONTROL /�. Concrete Curb and Gutter NOTE: (� ✓V �\ ✓, C� FENCE —TYPE 1 �OEi1FiDOR rIATc I \ Surmountable Concrete Curb dr Gutter ISOMETRIC No Scale 12' \ For Use Only with Private Driveways, r'T�^✓C _ rime' a �' eo �y - Iow or ales /4-60' Long Rebore Parking Lots, or Medians. Each way 6"MIN.DEPTH FOR ROCK �00� FO 10"MiN.DEPTH FOR WOO CHIPS lyO�P R Note: tT FlLUI C _ 12"R 28"R 16" 68"R Top Bituminous Material O O �eyA� Type 2 silt fence is the some as type I with hay boles installed as per detail � alp S �tl�OjN Type 2 to be used to protect all wetlands. N / SURMOUNTABLE 18" MINIMUM CUT OFF BERM UM tJNM �0 Steel T Posts 24" in ground o c 5' Min. Transition 'o 5' Min. Transition c v Concrete Curb and Gutter TO MINIMIZE RUNOFF FROM SITE o v 0 17 1/2" 10 1/2"' .�9 Q Top of 2" n FILTER FABRIC x Curb x 28" - _ HQy or Straw Bales - Two wand slob. Amen thrown Ode IS to 2.0- Into the cG-33 Mml- r.eelc W W - - - — -- 4•1 8" 1 1/8•r _ m be meseal 6• below onxe. ZIP Ties _ -` _ B01 s are to be bed will a n0°-�fo", WhIrd. new -new NOTE: Design gutter line grade 2 - #4-60" LONG 7,Costing NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK Rebars Each way Bituminous Curb TO STOP MUD MIGRATION THROUGH ROCK. Clean filter media after each rain event and replace if filter is clogged with Bituminous sediment. Surface 6" Shoe Formed EROSION CONTROL Remove debris/sediment from receptacle after each rain event. SECTION .A —A _ N FENCE - TYPE 2 No Scale CITY OF CHANHASSEN TYPICAL CURB CITY OF CHANHASSEN ROCK CONSTRUCTION CITY OF CHANHASSEN SILT CITY OF CHANHASSEN CATCH BASIN SEDIMENT TRAP CITY OF CHANHASSEN CURB CONSTRUCTION AND GUTTER FENCE ENTRANCE AT CATCH BASIN REVISED: 2-97 DATE: PLATE NO, 5203 JiV REVISED: 1-06 DATE: 1 PLATE NO.: 5301 REVISED:1-04 DATE: PLATE NO.: 5300 REVISED: 1-06 DATE: 1 -Q4 IFILE PLATE NO.: 5302A REVISED: 1-06 DATE: PLATE NO.: 3106 FILE NAME: 393_5203 FILE NAME: 3935301 FILE NAME: 393_5300 FILE NAME: 393_5302e. NAME: 393_3106 DROP LID waTER Tyler No. 6860 7.5' Minimum cover required over top of water main. - w Y € 24"x36" slab opening for Neenah Mueller No. H-10361 w r� o 0 ,. R3067-V or equal Bibby -Ste -Croix No. B-5160 Sigma No. VB260OW PROVIDE VALVE STEM RISERS TO WITHIN 6" OF THE SURFACE O w c3 m rn z W N < IF THE DISTANCE FROM Ln THE TOP NUT OF THE VALVE TO a v 0 4 Note: THE SURFACE IS GREATER THAN 8'. r}- oz w o L Grate shown 2- R Grates shall be used at all low Grade t IL > < 2< o LL w� points. rn w ¢ z_ x o > a x w TOP Adjust top to 3/4" below o U J m c o a °J a x r Neenah R3067-V casting and Tyler No. 6860 26" grade. Box to be set to m T w w w d 'NIW w i a a grate or equal. Mueller No. H-10361 26" provide 12" of adjustment. o .0 o a ,L 3 o PLAN Minimum of 2 maximum of 5-2" Bibby -Ste -Croix No. VB502 27" Sigma Ida. VB630G Sigma No.VB630 0 >p u; 0 0 < z o: o No > b` 0 4 w m 0: o 6" Con c. collar concrete adjustment rings with full Tyler No. 6860 w m beds of mortar. Mueller No. H-10357 o a w 0 rc a —HOPE Precast concrete or EXTENSION Bibby -Ste -Croix B-5001 o w 0 � r a m u o is a adjusting rings. 6" precast reinforced concrete slob. Tyler No. 58 14" No. 59 18- No. 60 78" 24"U Gate valve box, screw type, / shaft, size 3 piece, 5 1 d4"hfti m 0N *• k'tr o rn ? in N I m x<a a <w G box, 7'-6 extended, s - Top of barrel section under top slab to have flat top edge sealed with Mueller No. 58 14" No. 59 # 6 round base m z o_ z o zm a 2 beads of Romnek or equal. 20" Bibby -Ste -Croix E a i ¢ a 0o: uc VB520 No. 57 9" GATE VALVE ADAPTER: 1/4" V) y m 'XVW All Ints in manhole to have Jo c a y ,S"L E Varies "O" ringrubber gaskets. 9 VB521 No. 58 14" STEEL WITH PROTECTIVE 0 o w x a B .9 4 -0 Trp. V6522 No. 59 20" COATING, 1/2" RUBBER a> o: N '' Precast concrete section V6523 No. 60 26" GASKET INSTALLED BETWEEN >, m" o_ v, 0sp n 5" NOTES: 1. Doghouses shall be grouted on Sigma No. V8630 BOTTOM THE GATE VALVE AND GATE VALVE ADAPTER. � = m < a a+ z z m io.+� w o both the outside and inside. 2. No block Tyler No. 6860 65" Mueller AmericanaFioo r o i0: Nrwc3 ay",N structures are allowed. Mueller No. H-10361 65" or - ui Bibby -Ste -Croix No. VB516 6o" Flow Control 0 000on I �o r s zowzz a steps,, Neenah Sigma No. VB6302 60" Resilient edge Valve �wwo <a o�Nvo�a� Co r� equal,116"o. Alum Aluminum steps approved. Valve and Box to be plastic wrapped per Conforming to AWWA C-515-80 standards with all stainless steel bolts. c 0 ?o"o u)- " F5N 00o W o_�W pa¢O m p oo:wW m a w z awy W r� V1oN'=az rn" (-"1r:oa? z a^zulF� �6" ao ^ ''" Minimum slab thickness, 6" for 14' BASE section 2.03o nuts >+ a '"`emu W0'3cU DOW3p=' Z� ZUM a�0 J 0 a�a3z�i Q3a�a de th. Increase thickness 1" for p = to ow WW(0 a j• N} �o x each 4' of depth greater than 14', and reinforce with 6"x6" 10/10 mesh. J wmi�m o Z O> OU-O ~v��� I- a Sao ''Coco c'--zo -,-a a j? mp'� �a�iaa a Grout bottom of manhole to 1/2 — wuoo ZJ-IOf_W ��aro�> a.0 vWi z SECTION diameter at pipe and slope 118"X78"X8" concrete block ¢�a� Yw~�iw 0=w grout 2" toward invert. aaaw =V11-0 =No_ �cnam CITY OF CHANHASSEN CATCH BASIN MANHOLE CITY OF CHANHASSEN GATE VALVE AND BOX CITY OF CHANHASSEN TYPICAL HYDRANT INSTALLATION INSTALLATION REVISED: 1-06 DATE: PLATE NO.: 3102 REVISED: 1-06 DATE: PLATE NO. 1006 REVISED: 1-06 DATE: PLATE NO.. 1004 weeeeew FILE NAME: 3933102 FILE NAME:393_1006 FILE NAME: 3931004 KEYED NOTES Oj 6"0 STANDARD STL. PIPE CONCRETE FILLED IN RECEIVING LOCATIONS INCLUDING UTILITIES, TRASH ENCLOSURE, AND SPRINKLER RISERS; 4"0 STL. PIPE CONCRETE FILLED AT DRIVE—THRU CANOPY ISLAND AND FRONT WALK. PROVIDE 1/4" WELDED CLOSURE PLATE AT BOTTOM. ALL STEEL TO BE RUST FREE AND PRIME COATED. 2 BOLLARDS ON WALK TO RECEIVE GRAY POLYETHYLENE COVER. ALL OTHERS TO a. RECEIVE A YELLOW COVER (FROM IDEAL SHIELD — 3 313-842-7290). O TOP OF PAVEMENT. 0 24"0 CONCRETE FOUNDATION. 4 USE SONOTUBE FORM. O4 3/8"O WELDED HOOPS. a 18"0 TOP, BOTTOM, AND CENTER. O5 SOLID UNDISTURBED SOIL. 5 O PROVIDE PITCH, SMOOTH 6 CONCRETE FINISH. TYPICAL PIPE BOLLARD I t OF PARKING STALL Ia"I� 1 0" ,ILL I, V-6" ,, : 3111amm Oj PREFABRICATED WELDED CAP W/ STAINLESS STEEL SCREWS. OSTANDARD USDOT R7-8 SIGN (BOTH SIDES —WHERE APPLICABLE). O2" X 12" STEEL TUBE — PAINT ENAMEL WHITE (FILL W/ CONC.). O SUPPLEMENTAL SIGNS, VAN ACCESSIBLE" AND/OR E—FINE AS APPLICABLE. �5 FINISHED GRADE. O 18" DIA. CONCRETE FOOTER BELOW FROST LINE (4'-0" MIN.). ACCESSIBLE PARKING SIGN & POST FINISHED GRADE 1.5" BITUMINOUS WEARING COURSE, Mn/DOT SPEC. 2360 LV TACK COAT, Mn/DOT SPEC. 2357 1.5" BITUMINOUS BASE COURSE, Mn/DOT SPEC. 2360 LV 7" AGGREGATE BASE, CLASS 5 (100% CRUSHED) Mn/DOT SPEC. 2211 COMPACTED SUBGRADE LIGHT —DUTY BITUMINOUS PAVEMENT SECTION FINISHED GRADE 2" BITUMINOUS WEARING COURSE, Mn/DOT SPEC. 2360 LV TACK COAT, Mn/DOT SPEC. 2357 2" BITUMINOUS BASE COURSE, Mn/DOT SPEC. 2360 LV 9" AGGREGATE BASE, CLASS 5 (100% CRUSHED) Mn/DOT SPEC. 2211 COMPACTED SUBGRADE HEAVY—DUTY BITUMINOUS PAVEMENT SECTION DDG39WFTHRU NOTES: 1. PAINT COLOR TO BE "YELLOW" FOR ARROW AND LETTERS. "DRIVE—THRU" AND "STOP" LETTERS TO BE ELONGATED HELEVETICA MEDIUM — 4" WIDE STROKES. 2. PAINT 2" BLACK OUTLINE AROUND ARROW AND LETTERS FOR PROJECTS WITH CONCRETE PARKING LOTS. PAVEMENT PAINTING u LANE WIDTH Jar( C'ltN�%ssr� Ol�,'I ��� a1o9 0A Wit McCombs Frank Roos Associates, Inc. 148002ft AvWW NOM, Suite 140 phone: 7631 76W110• 6c' 7631478-8532 websft: www.11l(tla com Client Anxon, Inc. 601 Marquette Ave, Suite 100 Minneapolis, MN 55402 612-341-9148 Project Walgreens Location SW Quadrant of MN-7 & MN-41 Chanhassen, MN 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 925-227-1100 Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Sean L. Cullen Registration No. 41911 Date: 02/01/2008 If applicable, contact us for a wet signed copy of this plan wh ch is available upon request at McCombs Frank Roos Associates. 1­Ic., Plymouth, MN office. Summary Designed: JB/JJ Drawn: JJ/EW Approved: RL/SC Book / Page: Phase: Preliminary Initial Issue: 02/01/2008 Revision History No. Date By Submittal / Revision A 02,115/08 ERW Revised Per City Comments B 02/22/08 JFJ Revised Per City Comments Sheet Title CIVIL DETAILS Sheet Number Revision C9001 Project No. ANX1725 Engineenng * Pianning * Surveying PLANTING NOTES 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE AND BE CONTAINER GROWN OR BALLED AND BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. 2. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 3. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. 4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 5. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN STANDARD FOR NURSERY STOCK," ANSI-Z60, LATEST EDITION, OF THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIALS. 6. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED TO THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY FENCING ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM SPACING. 7. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT SPACING SHOWN AND ADJUSTED TO CONFORM TO THE EXACT CONDITIONS OF THE SITE. THE LANDSCAPE ARCHITECT SHALL APPROVE THE STAKING LOCATION OF ALL PLANT MATERIALS PRIOR TO INSTALLATION. 8. AI.� BEES MUST BE PLANTED, MULCHED, AND STAKED AS SHOWN IN THE DETAILS. 9. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS ?NGILEEGH: SHREDDED HARDWOOD MULCH, CLEAN AND FREE OF NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL, IN ALL MASS PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS ROCK MULCH ON DRAWINGS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT PRIOR TO DELIVERY ON -SITE FOR APPROVAL. DELIVER MULCH ON DAY OF INSTALLATION. USE 4" FOR TREES, SHRUB BEDS, AND 3" FOR PERENNIAL/GROUND COVER BEDS, UNLESS OTHERWISE DIRECTED. 11. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. VERIFY ALL QUANTITIES SHOWN ON THE LANDSCAPE LEGEND. 13. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON -SITE WILL NOT BE ALLOWED. 14. THE CONTRACTOR SHALL KEEP PAVEMENTS, PLANTERS AND BUILDINGS CLEAN AND UNSTAINED. ALL PEDESTRIAN AND VEHICLE ACCESS TO BE MAINTANED THROUGHOUT CONSTRUCTION PERIOD. ALL WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. ANY PLANT STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN AND WATERED UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN THIS MANNER WILL BE REJECTED. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAVED AT THE CONTRACTORS EXPENSE. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. 16. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL AT 454-0002 (TWIN CITIES METRO AREA) OR 800-252-1166 (GREATER MINNESOTA) 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. 17. USE ANTI -DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURERS INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 18. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT OF HUMUS AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL COMPLY WITH MN/DOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL. MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, CHEMICALS, NOXiOUS WEEDS, ETC. SOIL MIXTURE SHALL HAVE A PH BETWEEN 6.1 AND 7.5 AND 10-0-10 FERTILIZER AT THE RATE OF 3 POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS MIXTURE THROUGHOUT THE ENTIRE BED BY ROTOTILLING IT INTO THE TOP 12" OF SOIL. 19. ALL PLANTS SHALL BE GUARANTEED FOR ONE COMPLETE GROWING SEASON (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 20. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING PLANT INSTALLATION. 21. SEASONS/TIME OF PLANTING AND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONS ENTIRELY AT HIS/HER RISK. DECIDUOUS POTTED PLANTS: APRIL 1-JUNE 1; AUG. 21-NOV. 1 DECIDUOUS B&B: APRIL 1-JUNE 1; AUG. 21-NOV. 1 EVERGREEN POTTED PLANTS: APRIL 1-JUN- 1; AUG. 21-OCT. 1 EVERGREEN B&B: APRIL 1-MAY 15; AUG. 21-SEPT. 15 TURF/LAWN SEEDING: APRIL i-JUNE 1; JULY 20-SEPT. 20 NATIVE MIX SEEDING: APRIL 15-JULY 20; SEPT. 20-OCT. 20 22. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED AND MAINTAINED UNTIL THE INSTALLATION OF THE PLANTS IS COMPLETE, INSPECTION HAS BEEN MADE, AND PLANTINGS ARE ACCEPTED EXCLUSIVE OF THE GUARANTEE, MAINTENANCE SHALL INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD MATERIALS, RE -SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THE CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE TREES PLUMB THOUGHOUT THE GUARANTEE PERIOD. 23. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND SPECIFICATIONS. 24. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN EXTREMELY HOT, DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER MULCH PRIOR TO WATERING TO DETERMINE NEED. CONTRACTOR SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. 25. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION. 26. IRRIGATION SYSTEM TO BE DESIGN BUILD. 27. ALL DISTURBED AREAS TO BE SEEDED, ARE TO RECEIVE 4" TOP SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. LANDSCAPE LEGEND KEY BOTANICAL NAME ICOMMON NAME SIZE ROOT I OTY. REMARKS DECIDUOUS TREES Celtis occidentalis COMMON HACKBERRY 2,5" Be 10 Sorbus decora SHOWY MOUNTAIN ASH 2.5" BB 16 Amelanchier x grondiflora AUTUMN BRILLIANCE SERVICEBFRRY 2.5" BB 17 'Autumn Brilliance' CONIFEROUS TREES Ullrrii� Picea glauco densata BLACKHILLS SPRUCE 6' HT. 13 SHRUBS Q Viburnum dentatum 'Christom' BLUE MUFFIN VIBURNUM #5 CONT. 38 O Cornus racemosa GREY DOGWOOD #5 CONT. 5 0 Physocarpus opulifolius 'Monlo' DIABOLO NINEBARK #5 CONT. 38 0 Aronia melanocarpa 'Autumn Magic' AUTUMN MAGIC CHOKEBERRY #5 CONT. 22 FOR AALGREENS PAD LANDSCAPE CODE REQUIREMENTS PLANT TYF,. QUANTITY REQUIRED PROPOSED ISLAND AREA (8% PAVING AREA) 18,831*.08=1,506 SF 2,058 SF PAVING AREA = 18,831 SF ISLAND TREE REQUIREMENTS 2,058/250= 8 TREES 8 TREES (1 TREE/250 SF LANDSCAPED AREA) BUFFERYARD REQUIREMENTS = BUFFERYARD 'D' 5 CANOPY 5 CANOPY (100' = 5 CANOPY, 10 UNDERSTORY, 15 SHRUBS) 11 UNDERSTORY 11 UNDERSTORY (175' = 9 CANOPY, 18 UNDERSTORY, 26 SHRUBS) 16 SHRUBS 16 SHRUBS (50' WIDE MULTIPLIER 0.6 = 5 CANOPY, 11 UNDERSTORY, 16 SHRUBS) BUFFERYARD REQUIREMENTS = BUFFERYARD 'D' 3 CANOPY 3 CANOPY (100' = 5 CANOPY, 10 UNDERSTORY, 15 SHRUBS) 7 UNDERSTORY 10 UNDERSTORY (50' WIDE MULTIPLIER 0.6 = 3 CANOPY, 7 UNDERSTORY, 10 SHRUBS) 10 SHRUBS 10 SHRUBS NOTES: 1. SHREDDED BARK MULCH TYPICAL IN ALL SHRUB AND GROUND COVER AREAS. EDGER TYPICAL WHERE PLANTING BEDS INTERFACE WITH LAWN. 2. PLANTING BED EDGER BLACK DIAMOND EDGER OR EQUAL. FOLLOW OUTLINE OF MATURE PLANT SIZE OR BED LINE AS SHOWN ON PLAN. EASE TRANSITION BETWEEN CURVES. LANDSCAPE ARCHITECT TO APPROVE FINAL BED LAYOUT. 3. ALL PLANTED AREAS TO BE IRRIGATED. 4. SEED, SOD OR PLANT ALL DISTURBED AREAS. SOD ALL DISTURBED AREAS NOT OTHERWISE NOTED. 5. SEED HILLSIDE NATURAL PLANTING PER MnDOT SEEDING SPECIFICATIONS MANUAL 2005. ESTABLISH SEED MIXTURE 330 "SHORT DRY" MIX (84.5 LBS/ACRE) BELOW THE HWL. 1. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 2. TRIM OUT DEAD WOOD AND WEAK AND/OR DEFORMED TWIGS. DO NOT CUT A LEADER. ,DO NOT PAINT CUTS. SEE SPECS REGARDING PRUNING OF ALL OAKS. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKFILL SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" V�> ABOVE THE FINISHED GRADE. 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12" OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER IS GREATER. REMOVE ALL BURLAP AND NAILS FROM TOP 1/3 OF THE BALL. REMOVE ALL TWINE. g 5. PLUMB AND BACKFILL WITH BACKFILL q SOIL. 6. WATER TO SETTLE PLANTS AND FILL VOIDS, 7. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE _ SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. S B. PLACE MULCH WITHIN 48 L HOURS OF THE SECOND WATERING UNLESS SOIL MOISTURE IS - EXCESSIVE. - DECIDUOUS TREE PLANTING DETAIL NOT TO SCALE GUY ASSEMBLY- 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1-1/2- WIDE STRAP (TYP) DOUBLE STRAND 10 GA. WIRE, 2-7- ROLLED STEEL POSTS (MnDOT 3401) 0 180' O.C. (SEE STAKING DIAGRAM) COORDINATE STAKING TO INSURE UNIFORM 2 12 . ORIENTATION OF GUY . LINES AND STAKES STAKING DIAGRAM TREE WRAP FROM BELOW MULCH LINE TO FIRST BRANCH OPTION PERFORATED SLR PVC COLLAR 4"-6" SHREDDED BARK MULCH EXISTING GRADE PLANTING SOIL MIXTURE (SEE SPEC.) MINIMUM 1/2 WIDTH OF ROOT BALL UNDISTURBED OR STABILIZED 1. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING 2. TRIM OUT DEAD WOOD AND WEAK AND/OR DEFORMED TWIGS. DO 2N T CUT A LEADER. DO NOT PAINT CUTS. 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR THOROUGHLY COMPACTED BACKFILL SOIL. INSTALL PLANT SO THE ROOT FLARE IS AT OR UP TO 2" ABOVE THE FINISHED GRADE. 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP AND WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12" OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOP 1/3 OF THE BASKET OR THE TOP TWO HORIZONTAL RINGS, WHICHEVER. IS GREATER, REMOVE ALL BURLAP AND NAILS FROM TOP 1/3 OF THE BALL REMOVE ALL TWINE. 5. PLUMB AND BACKFILL WITH BACKFILL SOIL. 6. WATER TO SETTLE PLANTS AND FILL VOIDS. 7. WATER WITHIN TWO HOURS OF INSTALLATION. WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE ROOT BALL AND PLANTING HOLE. 8. PLACE MULCH WITHIN 48 HOURS OF TI IH THE SECOND WATERING UNLESS SOIL j MOISTURE IS EXCESSIVE. CONIFEROUS TREE PLANTING DETAIL NOT m scAlF GUY ASSEMBLY- 16" POLYPROPYLENE OR POLYETHYLENE (40 MIL) 1-1/2- WIDE STRAP (TYP) DOUBLE STRAND 10 GA. WIRE, 2-7" ROLLED STEEL POSTS (MnDOT 3401) 0 180' O.C. (SEE STAKING DIAGRAM) COORDINATE STAKING TO INSURE UNIFORM 2 12 ORIENTATION OF GUY I LINES AND STAKES GUY WIRE WITH WEBBING FLAGGING- ONE PER WIRE 4"-6" SHREDDED BARK MULCH EXISTING GRADE MINIMUM 1/2 WIDTH OF ROOT BALL PLANTING SOIL MIXTURE (SEE SPEC.) UNDISTURBED OR STABILIZED I M ,' r R=10.00 �•' Qu A 90000*00" 0 30 60 o Scale In Feet I I I I I I I w LT ttD DISTURBED A WITH OT MIX 330 is Frank Roos isociates, Inc. 14WO28M AVEYBAe A40M, Suft 140 RflroAlT - Mff esolh " 55447 phone: 76314M-W10• tax 7W14788532 wabob: Wwwrriftcom Client Anxon, Inc. 601 Marquette Ave, Suite 100 Minneapolis, MN 55402 612-341-9148 Project Walgreens Location SW Quadrant of MN-7 & MN-41 Chanhassen, MN 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 925-227-1100 Certification Summary Designed: BC Drawn: BC/HK Approved: BC Book/ Page: Phase: Preliminary Initial Issue: 02/01/2008 Revision History No. Date By Submittal / Revision Sheet Title LANDSCAPE PLAN Sheet Number Revision Ll Project No. ANX17252 i 0 0 0 i v 0 C 0 i 0 i n X z 0 a 0 . 3 �1 I, S ; Pr), �s SURF -Act-> - D-0 Do Do Do Do Do Do Do Do Do Do 'Do DO Do Do Do DO Do Do Do tt,O Do t I Do Do Do Do 130 Do IOD D0 D.0 oo Do Do b0 Do Do Do 0.0 ➢.O Do DO Do Do D.o,\ 0.0 Do ,Do Do b.0 0.0 Do Do Do Do Do Do b.0 bD Do Do Do Do Do b.0 Do Do bo Do OD Do DO 00 bD Do I Do Do Do Do Do Do DO bD Do Do DO Do 1D.0 b.0 Do ➢.0 Do ➢0 Do bo DD Do Do ➢A D.t D-1 D1 D.0 Do ➢.o Do Do Do Do Do bo Do Do ➢.o Do Do ➢0 b.0 Do 0.0 Do 0.0 ➢.o b.o Do 0.1 D.1 D.1 D.1 D.1 0.1 D.t D-1 0.1 � 01 b0 i 0.0 0.0 b.0 I Do Do DO Do ➢D D.o Do 00 Do 0.0 0.0 oo 0.0 Do Do D.1 0.1 Di of 0.1 b.1 D.2 0.2 D2 D.2 D.2 0.2 D.1 � D.1 D.1 i D.0 D.0 b.0 D.0 Do Do Do DO Do Do DO Do bD Do D.0 bD D.1 D.1 D.1 02 D.2 D.3 D.3 D.3 b.3 0.3 D4 D.4 DA D 4 b 4 0.3 D.2 D.2 DA D.1 Do DO D.0_- ��---T z D.0 D.0 D.0 b.0 D.0 D.0 b.0 D.o_ b.1 n1 -D-t v�-;r.2--b.3- --54 D.4 b.5! 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Do D.0 b.0 10.1 St 1.1 D2 02 b 'y ➢.2 D2 02 1' H. � 0 b: P.0 0.0 b.0 D.0 O o 0 b.0 DO b_o O.t� ,$t i01 D-1 b.1 Dye bt b_1 D.1 b.1 D.1 b.1 D.1 D7 oo Do D�0 no Do Do/ n.0 'D.p��bof� � 00 Do ! bD DA 0.0 Do b_0 bO Do '�, h, / � D Plan View S.I. 1"=3a LUMINAIRE LOCATIONS No. Label X Location Y Z MH Orientation Ti8 1 Z-1 187.6 195.5 30.0 30.0 180.0 0.0 2 Z-1 240.3 286.3 30.0 30.0 180.0 0.0 • 3 A 17.8 108.6 30.0 30.0 0.0 0.0 1 I I 4 A 150.8 354.1 30.0 30.0 90.0 0.0 ''.. 5 Z-1 121.2 142.8 30.0 30.0 -90.0 0.0 6 Z1-WM 45.8 188.8 15.0 15.0 180.D 0.0 1 ROTATE REFLECTOR FOR CORRECT SOCKET POSITION BEFORE FIXTURE INSTALLATION STATISTICS Description Symbol Avg Max Min Max/Min Avg/Min Lot Summary- 5.7 Ic 20.6 It: 1.6 fe 12.9:1 3.6:1 Spill Light Summary - - + 1.7 fc 21.6 fe 0.0 fc N / A N / A NOTES 1. Readings shown are based on a total LLF of .72 at grade. 2. Please refer to the "luminaire locations" table for mounting heights. 3. Product information can be obtained at ww%a .Lithonia.com or through your local agency. 4. Due to local restrictions this analysis does not fully comply with current Walgreens illuminance guidelines. LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description _ KVF2 400S SQUARE AREA LIGHT _ Z-1 1 SR4WFL R4 DISTRIBUTION, FLAT LENS. KVF2 400S SQUARE AREA LIGHT, L_ Z1-WM i SR4WFL R4 DISTRIBUTION, FLAT LENS. I r _ KVF2 400S SQUARE AREA LIGHT, Z-1 2 SR4WFL R4 DISTRIBUTION, FLAT " LENS. KVF2 400S ASYFL SQUARE AREA LIGHT, A 2 EHS ASYMMETRIC DISTRIBUTION, FLAT LENS, HOUSE SIDE SHIELD. Lamp ONE 400-WATT CLEAR ET-18 HIGH PRESSURE SODIUM, HORIZONTAL POSITION. ONE 400-WATT CLEAR ET-18 HIGH PRESSURE SODIUM, HORIZONTAL POSITION. ONE 400-WATT CLEAR ET-18 HIGH PRESSURE SODIUM, HORIZONTAL POSITION. ONE 400-WATT CLEAR ED-18 HIGH PRESSURE SODIUM, VERTICAL BASE UP POSITION. File Lumens LLF Watts LTL13394A.IE 50000 0.81 1404 S LTL13394AAE 50000 0.81 468 S LTL13394AAE 50000 0.81 936 S Lt19440A.ies 50000 0.81 936 ALLMAN & ASSOCIATES ELECTRICAL ENGINEERING MECHANICAL ENGINEERING DRAFTING AND DESIGN 323 SOl -I BROADWAY ROCHES 'P, MN 55904 PHONE: 1,07 282-9082 FAX: 507-282-4199 www.allmanassoc.com I HEREBY CERTIFY THA'P THIS ENGINEERING DOCUMENT, WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA Jeffrey G. Adman P.E. LIC. NO. 18173 DATE. 1-31-08 LICENSE RENEWAL DATE IS, 06/30/08 COPYRIGHT: 2008 ALLMAN & ASSOCIATES INC. WALGREENS CHANHASSEN, MN M PROJECT N0. W08337 DATE: 1-31-08 DESIGNED BY: CAV DRAWN BY: CHECKED BY: CAV SH-J I E181 �V Qa3 qq2 E OF BITUMINOUS EDGE OF BITUMINOUS { qq\ qq4 _.. �,rHW D O • q EDGE OF BItUMIN0U5 - - qq2 G ® qq2 STAPug��C ROA 9, q91 9q0 SURFACE) --- EX CB (BITUMINOUS q86 - RIM=gg2.31 q87 INIV=q6&5O 99 qq3 _ - - _ _ q86 99 EDGE OP BITUMINOUS qq2 - -q85qqi IT - qBA Q000 ---- �l __ -- --- _ qq2 ----EDGE OF WATER' `\ �- - - - 4 : -07 - - - q8 II 26 qa5 ` Y - 7 ---_ -- -- \ ------------... RIGHT OF WAY LINE AND NO ----------- ------- ---''" 60" WIDE ALLOWED -98 _ _ _. 8 I ZI ��- i ACCESS PER DOC. N0� _ 9 _ _ _ - .-_- - _ - - ACCESS PER DOC. 140, g1260 \+ �` 101807 9qo -` - r- -EX CB - - 91 EX FES �' RIM=994.85 N89°05'09"W _ `,` % -_ -`� 3 - --r _ qq4 INV EL-g85.28 INV=g90.65 I ' - ------995 .305.52------------ -- ^ ^ i _ 10' DRAINAGE &-UTILITY EASEMENT PER PLAT \ L.S. L.S, ` „ ..--�95- -- qTQM� - 9 I- _ _ ...- _ _ / i Oo : '� - L= 15.71 NIV. NW ELQ 984.5q a m I M ;' N R= 10.00 qq q SPACES -;1 9 t b0 ¢� A=90°00'010"- -EX CB 996 _ INV. E EL=ggO.l III % o - ! - qq -- \ RIM EL q88 5 ' INV I I --- - LANDSCAPE ------- \ BITUMINOUS SURFACE 99R 1 - ' 6.00 - 5 SA SIGN EX CB��__, r' , , WARNING �, n UNDERGROUND +1 RIM=9g3.32 I r % S86°30'44 "E ' INV=g88.82 I �-� ,` I BITUMINOUS S�R3AGE JJ,P GAS STORAGE; t; 8 SPACES-- o � ` I I `i I : ' ,. e 9 - - ,o \TANKS - I I " _ oC i i 'STORM MH ` qoh I I :. RIM EL.= 996.75 �` y ,+`• ` I ; INV. EL=g83.25 `_- -_N p1 WO'g ^^ , a a•' I <•. a av w F, 9g6.0•' i w- W-- I I �'^ vi I a+ •ate -a' < U w0 i a I U N i B U U D t!) N ¢ HE 7 IGHT NOT TO - _ r a ¢-` J EXCEED 20' PER DOG. i N q I4" RCP I • 0 w I I p ,8 I M CONCRETE SURF « «- N NO. 220g51 J�Oo` 5l I `o �� Q. I v+ z _ 1 CE W/ CANOPY A80 - WA RMNG O G (, P ' I - \ zn _N �" I I U O Mt I o '� UNDERGROUND \ /„ "; .`. �JJ _ - -EX CB z \cT'(\C\�� '� . ��� Q p = ¢ p c� GAS STORAGE ! i .. I V v `' \,TANKS <- 1 RIM EL=gg3.08 INV EL=g87.78 I m I5 m 6„Sq WARNIN V D v _ - FLOOR j N , r I 1 I I cn y UNIDER ROUND RIM=g91.8 -ELEV. r ,r' 1 v > GAS 1" - -t' \TAN ORAGE , INV=qe 6 U w 6 -993._ ,-.:L�_ L=47.12 SUPER <-_ UxL� ( R-30.00 , AMERI 0 -- I z w of 3 - < I - _ 6 - A-90 00 00' a^ v SPACES tl' r.;` LANDSCAPE %.�'- I / "SAN I GAS STATION '`; L� �`�" °� `< ; i" 2 C .- - •� - - -.-w - - - - � - ._ ._ � ' S10RM MH' I 'i L 1 I- `, - - -� I - - - - - -„ � - - -" -S4* MH i : ----' � , i_� �:: 2A RIM EL.= , 2 99� - - - �Rltq EL .= 9g4.18 \ S86°30'44 ' T ASH `: -10" DRAINAGE & UALITY- DIP - - -_< INV E .-q 3.3 j Q 1 1 o O I --RIM EL=9g2.66 - 202.. 9 INV EL 983.3 F i- _J r o EASEMENT PER FLAT INV N. EL=g86.96 ° IN�'. W. EL.=q85 q8 I - - - - - _ _ < INW. SW. EL=984.58 ' URFACE �' RIM - 4 _ - -- 4 di a - i 96 - - _ -INV S. EL=g81.66 -- _ �__ . , BITUMINOUS $ y _- _ �I 99--`9 --- --- - -_` ,,- ' I ` INV N EL=986.g3 ; 55 -�_ \ <z� m Z S n .qq3 - hJV 5 EL=g8g.03 In < U--_--�� -` -- LINE 'I = INV E/W EL=981.83 I 1 / '.�' o w LLJ BITUMINOUS SURFACE 5P �° - _ �, - _ tY-r l - _------- - �Q�' Q) w zo w 99 0 ¢ w 9 i - q96 - ' U v--- o / -- --------- - - -i- 9 LLJ �j--� cnn �. - .`tni I w ^ p w o- yam, w EX CB --- - I i w o vo -� - �GP RIM EL=gg3.44 i o6 I OCn 00 m Q 9g �q d I EX CB O< - - - - N vi m w 3 a - a - w N O w N < 2t`d _INV. 9g0.24 I'I °, I to �0 v 111I 's 6 1- I RIM EL=gg4.Oq 6 i 09 _ U-z w _ N N O al / n ' r �� ^ ,L /Op i W O z / - - 90 11 mz_ / _ - __ 1 1 -- I t- r f i ^ �y, f- O I I . d, w I INV EL=974.69 9 f w of z' > °1 . `� << 1 , v �' +- Iggg Z+ w Z 9e < 9 1 _Z UUv _ m Z a I O O ' a 2C�O ' 9q n .mac__ « 24 RCP Q � N'I BITUjy NI / p + ►V M� w I 5._\ �4 RZ<�v �< _ U w Z a\ 1 /NO, U I fi.,:EX CB a II_ omeg i7,P/CFI /0 6' L% RIM EL.=9q 1.90 �. II - 1J O/. N ,SAN MH INV.-.EL =97q.20 ^ I s 'i ;u A� m '� 0 \ o o I L r RIM EL.= g4A6 994 r w I 0 0 O \ \ w INV. EL.-g83.56 -- - 9 - - _ __ vl ' owt _ - i I ..... �0 \0 II L L J a I ' 1'' l ' 19`� __ -_ BITUMINOUS URFAC 4 �i o o'va N V w r om ,e al I1002 CZ 9 -- - - '. o I . • 9s` 8 SPACES 993 elruMir�I-�1 Y-..-+a.'°- �` 'UOUS . q it _. `' 70 I- S DRIVE 61 l -VC SU q4 U f z N r` Y (FLOOR' F �\ I� i \ EX CB o r _ / i r e , ' ELEV. I i i = \005 RIM EL 1003.80 0 to 1-- ;i 1 + =gg5.8 ' �f\ INV EL=gg7.40 I 1 L I i mw 0'9 9 9 0 O i O� I U BUILDING HEIGHT NOT TO I _ 1 - I '� G� w v I a FLOOR 9 v o _ EXCEED 20' PER DOG. ` ELEV. �y -- 994 i i I I -I. 9 I v to N0. 220951 =gg5.8 \ 23 I ' ;' _ / I \\�, k-X pdt\0 R w I F gtiop. I O '� \0 I I EX CB RIM EL=IQ04.45 Z Q �� 1 L S GNHWY. 7/411 w l INV EL=gN8.15_, i" Q w U w o 0`) / o a BITUMINOUS SURFACE \� � L I a v BRASH 99F TFNgN -`t,.. �`1 _ F i i Q O a x o r\0 II I- EX CB' JJ ` S- RIM EL-qq3 83 S�F ` I' �l o m.'. INV EL=g7213 10 SPACES \. �\ �g< 6 S j �Y. IT o z In I'Y,Pg3 ^ ' ' In \. . 995 k \ FT ag I w 6 V 1006 9 I V99 996 H \0 /`1\vl 1` Y _r \% F@ Ci� I F IC,�,`,] b `a0 =m q I F- cs 9 I ROADWAY EASEMENT oa .993 9 -_ ER.. DOC..NO. 113589 9 v„4 \q a0 I ^ o I/f d 0 ` Fg lOX j I 3� W m 9e5� 88 --_- C \ X B No c'FFOG'h,,: V I LL a omi Q a 1 - - Q SAN MN i\ '9B I:. _N - 993� R EL=9g4.21 20 ? FXCyT �� Z :RIM EL.= g70.44 i s - o _ - ---- - _ ,. ml 9S a FLOOR-' f-- Nv. EL.=96fl:34 '� -� - -. -- - _ q83 - -_ -.-_a _ - `�p, INV`:,EL=988.11 rn X F.P T T ELEV. . I o I U w l J - --- T _ o� w r 6" DIP I i �, - --TRAIL (=A NT PER__2g� DRAINAGE &UTILITY - \ ��3 sPgcFS o -QQS. - - -10 7 L I o � 06 0� � o -DOG n_ i¢ L 101948 ---- _ I 0 64TL 1 cT N/ _ PASEM�NT RER PLAT 6' DIP % B/TU I Q7` r r o O ll LI _ �--_y /7i,VOUs _. I ,EX FES [ 6� If SAN' ° < tih } \ \ /R '4U,pF ��' / o°„ - - I INV EL=9g9.g3 \00� 86 48 06" e vs PA rH oT�g \ \ \'� gcF a° GOv w \ cT c \^ o� c o a- � h ' \ Ju q77 ', c N g`SF \ `' ` � I- b a�U 0 i \0 ' `/ �, 3 SAN MN �iq&T pF \ \ I \O�p00rL^7 i I i EX CB- 01 I - _RIM EL g7q.81 �j. p - \ / �0 p I PJM EL-1006.6 ' Op SAN hd"1 - , (i \ __ _ - \0 I INV EL=g9q.67. I �/ INV N EL.=968�I RIM EL .= q74 45 ' q6"1 No \ I gs. -_ ,. qq`7 I . -a INV. N. EL.=g64.35\ INV E/W EL.=g66.61 INV. E/W EL=g63.35\ /1. ^ r Ir i sqN. ti \ �:: / I O Ln 000 f/ I `-ex FES I ' y F r q9 z � ,. INV EL-g66.8 r- t' � ,� 9� ` 12" RCP «�_« r t, z 9 �9 EL 9g4.55 : M ry'r Cp 40 M Z ? LJJ - - I "! � s os _ w EL - A 9 9s 96'�C ?S. / 954. q5 r ^ N N -i U o. _`_- -EX FES 9 6'\c\ 9x `. �\`-"99 �^ O O cN �-o ti �p0 / / V (,� -."- 97096g968 - INV EL=q6 .54 0 sr '. �' F Y O r II 11 d 3 j 0 \-� -- - --_g72971 _-- �'�- -. �n �b \ T,o 6 r 'mil a C- III` U-g76g75974_ I: �� c /\ ggT�4r I o�p o+° Ow°- -477 --- _ _-- `- - f /'y� �c r-y _ - - r OUp � U U J \ / 'E -------- SAN I „< SAN MH D RIM EL= gg7.35 ---- ex I INV. EL.=g87.05 = BIT MI RI EL B 101 7 /\ VICINITY MAP HWY. 7 SITE LU * _ ¢ MINNEWASHTA 3 0 U) 2 z o iz �WY 5 UNDERGROUND UTILITIES NOTES: THE UTILITIES SHOWN HEREON WERE FIELD LOCATE PER VISIBLE STRUCTURES WHERE POSSIBLE. MANY UTILITY LOCATE MAPS FROM GOPHER STATE ONE CALL LOCATE TICKET #7071 5994 & 70716029 WERE RECEIVED. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. MOST UTILITIES ARE SHOWN PER PROPOSED SITE PLAN AND UTILITY PLANS RECEIVED FROM THE CITY OF CHANHASSEN ENGINEERING DEPARTMENT. THESE PLANS WERE NOT AS -BUILT LOCATIONS AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY. CONTACT GOPHER STATE ONE BEFORE EXCAVATING. FLOOD INFORMATION: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "C" OF THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 270051 0005 B DATED DULY 2. 1979 AREA TOTAL AREA OF PARCEL = 281,969 SQ.FT. / 6.47 ACRES SURVEY NOTES: 1. BEARINGS ARE BASED ON CARVER COUNTY COORDINATE SYSTEM. 2. UNDERGROUND UTILITIES SHOWN PER VISIBLE LOCATIONS ONLY. 3. ELEVATIONS BASED ON NGVD 1988 MNDOT BM 1004H 4. THERE MAY SOME UNDERGROUND UTILITIES,GAS, ELECTRIC, ETC. NOT SHOWN OR LOCATED. BUILDING SETBACK & ZONING INFO ZONING: BN NEIGHBORHOOD BUSINESS DISTRICT (PER THE CITY OF CHANHASSEN WEBSITE) BUILDING SETBACKS: 35 FOOT FRONT SETBACK (STREET) 15 FOOT SIDEYARD SETBACK 100 FOOT BUFFER ADJACENT TO RESIDENTIAL PARKING SETBACKS: 50 FOOT SETBACK ADJACENT TO RESIDENTIAL FRONT (STREET)= 25 FEET BUILDING HEIGHT RESTRICTION = 1 STORY PARKING TOTAL PARKING STALLS = 256 REGULAR STALLS = 249 HANDICAP STALLS = 7 EXISTING LEGAL DESCRIPTION: The following Legal Description per Commercial Partners Title, LLC as agent for Lawyers Title Insurance Corporation Commitment File No. 29652, dated Sept. 30th, 2007. Parcel 1: Lots 1 and 2, Block 1, Seven Forty One Crossing, Carver County, Minnesota. Abstract Property Parcel 2: Easement for ingress and egress as contained in the Operation and Easement Agreement filed as Document No. 220591 and in the Amended and Restated Operation and Easement Agreement filed as Document No. 251431 ; and all right of access, being the right of ingress to and egress from, that part of the insured premises described in Quit Claim Deed filed as Document No. 101807. SCHEDULE B NOTES: As shown on Commercial Partners Title, LLC as agent for Lawyers Title Insurance Corporation Commitment File No. 29652, dated Sept. 30th, 2007. 12. Easements for utilities and drainage as shown on the recorded plat. (AS SHOWN ON SURVEY) 13. Terms and conditions of and easements contained in Operation and Easement Agreement per Document No. 220591. Amended and Restated Operation and Easement Agreement per Document No. 251431. (AS SHOWN ON SURVEY) 14. Terms and conditions of and easements contained in Easement Agreement per Document No. 102509. (AS SHOWN ON SURVEY) 15. Terms and conditions of and easements contained in Easement Agreement per Document No. 113589. (AS SHOWN ON SURVEY) 16. Easement for highway and to erect and maintain temporary snow fences upon lands adjacent to highway, together with right of access to highway in favor of State of Minnesota as created in document No. 91260 in Book L of Misc., Pages 547-559. Quit Claim Deed per Document No. 101807. (AS SHOWN ON SURVEY) 17. Easement for trail in favor of City of Chanhassen per Document No. 101948. (AS SHOWN ON SURVEY) 18. Easement for roadway and utilities in favor of City of Chanhassen per Document No. 273869. (AS SHOWN ON SURVEY) 19. Limitation of right of access to highway and easement to erect and maintain temporary snow fences upon lands adjacent to highway taken by State of Minnesota in Final Certificate per Document No. 95850 in Book M of Misc., Page 273. (AS SHOWN ON SURVEY) 20. Terms and conditions of Developer's Agreement per Document No. 102620. Development Contract Addendum "A" per Document No. 113024 and Document No. 159555. (NOT SHOWN ON SURVEY) 21. Terms and conditions of Conditional Use Permits per Document No. 114477, Document No. 119762, Document No. 123313, Document No. and Document No. 240392. (NOT SHOWN ON SURVEY) 22. Terms and conditions of Site Plan Permit No. 97-4 per Document No. 266664. (NOT SHOWN ON SURVEY) CERTIFICATION: �To: SEV41 , LLC, Lawyers Title Insurance Corporation, Commercial Partner's Title, LLC, as agents for Lawyer Title Insurance Corporation, Union Bank & Trust and Walgreen Co. This is to certify that this map or plat and the survey on which it is based were made in accordance with "Minimum Standard Detail Requirements for ALTA/AGSM Land Title Surveys," jointly established and adopted by ALTA, ACSM and NSPS in 2005, and includes Items 1, 2, 3, 4, 6, 8, 9, 10, 11 a, 14, 16, 17 and 18 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA and NSPS and in effect on the date of this certification, undersigned further certifies that in my professional opinion, as a Land Surveyor registered in the State of Minnesota that the Positional Uncertainties resulting from the survey measurements made on the survey do not exceed the allowable Positional Tolerance. CORNERSTONE LAND SURVEYING, INC. Dated:12-26-07 By------ Daniel L. Thurmes Minnesota License No. 25718 The above mentioned Title Commitment from Commercial Partners Title, LLC as agent for Lawyers Title Insurance Corporation was relied upon for matters of record. Other easements may exist that were not shown in this commitment and are not shown on this survey. SYMBOLS: MANHOLE HYDRANT CATC H BASI N SIGN SANITARY MANHOLE LIGHT POLE WOOD FENCE TELE/ELEC BOX CONCRETE -UE- UNDERGROUND ELECTRIC DENOTES FOUND -UT- UNDERGROUND TELEPHONE 1 /2" IRON PIPE -UG- UNDERGROUND GRASS O DENOTES SET 1 /2" IRON -UTV- UNDERGROUND TV PIPE MARKED RLS 25718 - > - SAN. SEWER 5 WATER FAUCET - WATERMAIN -»- STORM SEWER O ELECTRIC MANHOLE CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLLFREE: 1-800-252-1166 CONTACT: SEV4I,LLC C/O Anxon, Inc. Suite 100 601 Marquette Avenue South Minneapolis, Minnesota 55402 Phone:763-443-8613 COUNTY/CITY: CARVER C O U IV -T-Y CITY CPF C HAN HASS EN SEAL: THE STATE OF MINNESOTA DOES NOT REQUIRE A SEAL. 0 40 80 %7=m SCALE: 1 INCH = 40 FEET REVISIONS: DATE REVISION 12-26-07 PRELIMINARY ISSUE CITY OF CHANHASSEN RECEIVED FEB 0 1 2008 CHANHASSEN PLANNING DEFT PROJECT LOCATION: 2401 & 2499 H I G H WAY 7 P. I _ E:).-#2 5 7940020 P. 1.01.#2 5 79400 1 0 Suite #E1100 200 E. Chestnut Street Stillwater, MN 55082 7Phone 651.275.8969 Fax 651.275.8976 dlt-csls@ mcleodusa net CORNERSTONE LAND SURVEYING, INC FILE NAME SURVSD12 PROJECT NO. SDO07012 CERTIFICATE OF SURVEY OF BITUMINOUS NW CORNER OF LOT 1 --- W A'y D STAT,E1pH11G RpA PuIgL�C SURFACE) ,E OF BITUMINOUS "�, !\ r\ r- I I / ! 1 r� /-! /-- I 1/ / NE CORNER OF LOT 1 ----- ` -------------------- RIGHT OF WAY LINE AND NO----------- �\ ACCESS PER DOC. N0. g1260 !_ N89005'09"W _----------- 305.52 ,-- - -- / 10' DRAINAGE & UTILITY EASEMENT PER PLAT \ ------------ 288.so I ! 1 BITUMINOUS iSURFACE L , 1 O v _ J a BUILDING HEIGHT NOT TO \` / I w EXCEED 20' PER DOC. PA i In I z N N0. 220g51 /`7--- ui m I J / =3 m BUILDING TO BE REMOVED f =47.12 FLOOR , r; , -----ELEV. r� r v -30.00 f S86°3E1 =gg6.0 i I- =90°00 Y] '44"E L' I 258.21 :: I EASEMENT TO 10' DRAINAGE & UTILITY BE VACATED EASEMENT PER PLAT PROP�SED EASEMENTto --- ri ------------ --j LJ.1 ,j- - -- Z I f S /' Y S82$ 56"WV ', BITUMINOUS SURFACE I I L=21.43 '-NEW PARCEL LINE -� W a t - 70.48 ---� J R=22.00 / a I N86°30'44"W 0-55°48'41" - I - p(I C.BRG.=554'1935VLU -- -- ^O _ -t N CIDw � � w 1= < i ry` O I v c - ' N ,� 60' WIDE ALLOWED __ 1\ ACCESS PER DOC. NO. k ,101807 ' I 0�1 -- -L= 15.71 �o R= 10.00 U5 N� A 90000'00" 1 ' -- 6. 00 S86030'44"E BITUMINOUS SURFACE QN� I C\j� w o`6 I ^� Nz_ UOV1 I LT /• i� �t Q c, N 4 I` OL s. VV i R_=30..00 0=&U-UIU QO" .m I a; -586030'44' < 202. 9 Ln BITUMINOUS URFACE ' --------- LINE � ; L=41.23 W i / - ---- ---- - R-30.00 a i/'r - I 78°44'40" z -�"- I -- I i Iv `¢NO av m `l s U �p� CV W UN EL g BITUMINOUS 1 U2O FAC --- / 11 ONN ,j PARC. --------- i p -0 m 8/7 m U w w U �o J Cl �d 0 <Z c, am w 00woz m U w w U Z s � U /Np(i 10 'rv� DRIVE - -� r` �Y `FLOOR I I i{ LL ELEV. 1q i Z I }� BUILDING HHGHT NOT 70 I I / ' � FLOOR H o EXCEED 20' PER DOC. `- / N0. 220951 / ELEV. � an � I / I . 3 � i =995.8 C C) a it HWY. 7/411 p, ia TUMNOUS 1 I L ( SIGN l BIOWU Ilk- Iw o ow z 2U w Z 6 j 1 � 11 :,,- I, h Z � F 2 j \ / ROADWAY EASEMENT � ' \� � `� - II^ Jo �aCIO PER DOC. N0. I13589 Q 3 � V I. / QQ0 okCE�/NG' I w w a m Q -� FLOOR , i s w v (n �/ ELEV. I oOta °. -�- T - - - - - ,, - - , ro =995.7 L i Cl U .. T o Q �n iRAC EA MENT PER - - - - - - - - - - f a I I z =DOC, IOIg48 ., DRAINAGE & UTILITY EASEMENT i ,-EASEMENT PER PLAT 16" DIPEl sUP % 8606"bus Pares e/ RV. 1 ^ r r l \ I CC) z toao cocoMz S LU 7 O O J cif IL' r II '\. L' S z I I � op U I \ BITUOUS P TH • PROPOSED EASEMENT VACATION: t That part of drainage and utility easement as dedicated on the plat of Seven Forty One Crossing, Carver County, Minnesota being 5.00 feet in width on either side of the southerly, southeasterly and easterly lines of Lot 1, Block 1 , said addition which lies easterly of the westerly 10.00 feet of said Block 1. PROPOSED EASEMENT: O An easment for drainage and utility purposes 10.00 feet in width over that part of Lot 1 and Lot 2, Block 1, Seven Forty One Crossing, Carver County, Minnesota, the centerline of said easement is described as follows: IBEGINNING at the northeast corner of Lot 1, said Block 1; thence on a assumed bearing of South 03 I degrees 29 minutes 16 seconds West along the easterly line of said Lot 1 a distance of 158.35 feet; thence continuing South 03 degrees 29 minutes 16 seconds West along the southerly extension of the easterly line of said Lot 1 a distance of 13.14 feet; I thence southwesterly 41.23 feet along a tangential curve concave to the northwest having a radius of I 30.00 feet and a central angle of 78 degrees 44 minutes 40 seconds; thence South 82 degrees 13 minutes 56 seconds West a distance of 181.11 feet, thence southwesterly 21.43 feet along a tangential curve concave to the southeast having a radius of 22.00 feet and a central angle of 55 degrees 48 minutes 41 seconds; thence North 86 degrees 30 minutes 44 seconds West a distance of 70.48 feet - to the west line of said Lot 2 and said line there I I terminating. I I VICINITY MAP I \I I HWY. 7S 1 SITE mII I _ 3 o 0 2 3 z o 0 w I 1 I ill Hwy 5 1 1 I 1 1 I I I BUILDING SETBACK & ZONING INFO ZONING: BN NEIGHBORHOOD BUSINESS DISTRICT (PER THE CITY I OF CHANHASSEN WEBSITE) BUILDING SETBACKS: 35 FOOT FRONT SETBACK (STREET) I 15 FOOT SIDEYARD SETBACK 100 FOOT BUFFER ADJACENT TO RESIDENTIAL PARKING SETBACKS: 50 FOOT SETBACK ADJACENT TO RESIDENTIAL I FRONT (STREET)- 25 FEET IBUILDING HEIGHT RESTRICTION = 1ST RY I PARCEL AREAS: TOTAL EXISTING AREA = 281,969 SQ.FT. / 6.473 ACRES I EXISTING LOT 1 AREA = 52,226 SQ.FT. / 1.199 ACRES EXISTING LOT 2 AREA = 229,743 SQ.FT. / 5.274 ACRES PROPOSED PARCEL A - 63,041 SQ.FT. / 1.447 ACRES w PROPOSED PARCEL B = 218,928 SQ.FT. / 5.026 ACRES U I� AREA OF LOT 2 IN PARCEL A = 10,815 SQ.FT. / 0.248 ACRES 0z U I L SURVEY NOTES: I � U 1. BEARINGS ARE BASED ON CARVER COUNTY COORDINATE SYSTEM. I 2. UNDERGROUND UTILITIES SHOWN PER VISIBLE LOCATIONS ONLY. 3. ELEVATIONS BASED ON NGVD 1988 MNDOT BM 1004H I 4. THERE MAY SOME UNDERGROUND UTILITIES,GAS, I ELECTRIC, ETC. NOT SHOWN OR LOCATED. I SYMBOLS: MANHOLE HYDRANT CATCHBASIN SIGN I SANITARY MANHOLE LIGHT POLE - WOOD FENCE TELE/ELEC BOX / CONCRETE -UE- UNDERGROUND ELECTRIC / 0 DENOTES FOUND -UT- UNDERGROUND TELEPHONE 112" IRON PIPE -UG- UNDERGROUND GRASS I 0 DENOTES SET 1 /2" IRON -UTV-- UNDERGROUND TV PIPE MARKED RLS 25718 _ > _ SAN. SEWER I 6 WATER FAUCET - - WATERMAIN STORM SEWER O ELECTRIC MANHOLE / EXISTING LEGAL DESCRIPTION: The following Legal Description per Commercial Partners Title, LLC as agent for Lawyers Title Insurance Corporation Commitment File No. 29652, dated Sept. 30th, 2007. Parcel 1: Lots 1 and 2, Block 1, Seven Forty One Crossing, Carver County, Minnesota. Abstract Property Parcel 2: Easement for ingress and egress as contained in the Operation and Easement Agreement filed as Document No. 220591 and in the Amended and Restated Operation and Easement Agreement filed as Document No. 251431 ; and all right of access, being the right of ingress to and egress from, that part of the insured premises described in Quit Claim Deed filed as Document No. 101807. PARCEL A PROPOSED LEGAL DESCRIPTION: Parcel A: Lot 1 and that part of Lot 2, Block 1, Seven Forty One Crossing, Carver County, Minnesota described as follows: BEGINNING at the northeast corner of said Lot 1 ; thence on a assumed bearing of South 03 degrees 29 minutes 16 seconds West along the easterly line of said Lot 1 a distance of 1 58.35 feet; thence continuing South 03 degrees 29 minutes 16 seconds West along the southerly extension of the easterly line of said Lot 1 a distance of 13.14 feet; thence southwesterly 41.23 feet along a tangential curve concave to the northwest having a radius of 30.00 feet and a central angle of 78 degrees 44 minutes 40 seconds; thence South 82 degrees 13 minutes 56 seconds West a distance of 181.11 feet; thence southwesterly 21.43 feet along a tangential curve concave to the southeast having a radius of 22.00 feet and a central angle of 55 degrees 48 minutes 41 seconds; thence North 86 degrees 30 minutes 44 seconds West a distance of 70.48 feet to the west line of said Lot 2; thence North 03 degrees 29 minutes 16 seconds East along the west line of said Lots 1 and 2 a distance of 236.32 feet to the northeast corner of said Lot 1 ; thence South 89 degrees 05 minutes 09 seconds East along the west line of said Lot 1 a distance of 288.50 feet to the POINT OF BEGINNING. PARCEL B PROPOSED LEGAL DESCRIPTION: Parcel B: That part of Lot 2, Block 1, Seven Forty One Crossing, Carver County, Minnesota which lies easterly and southerly of the following described line: BEGINNING at the northeast corner of Lot 1, said Block 1; thence on a assumed bearing of South 03 degrees 29 minutes 16 seconds West along the easterly line of said Lot 1 a distance of 158.35 feet; thence continuing South 03 degrees 29 minutes 16 seconds West along the southerly extension of the easterly line of said Lot 1 a distance of 13.14 feet; thence southwesterly 41.23 feet along a tangential curve concave to the northwest having a radius of 30.00 feet and a central angle of 78 degrees 44 minutes 40 seconds; thence South 82 degrees 13 minutes 56 seconds West a distance of 181.11 feet; thence southwesterly 21.43 feet along a tangential curve concave to the southeast having a radius of 22.00 feet and a central angle of 55 degrees 48 minutes 41 seconds; thence North 86 degrees 30 minutes 44 seconds West a distance of 70.48 feet to the west line of said Lot 2 and said line there terminating. INDERGROUND UTILITIES NOTES THE UTILITIES SHOWN HEREON WERE FIELD LOCATE PER VISIBLE STRUCTURES WHERE POSSIBLE. MANY UTILITY LOCATE MAPS FROM GOPHER STATE ONE CALL LOCATE TICKET #7071 5994 & 70716029 WERE RECEIVED. ADDITIONAL UTILITIES OF WHICH WE ARE UNAWARE MAY EXIST. MOST UTILITIES ARE SHOWN PER PROPOSED SITE PLAN AND UTILITY PLANS RECEIVED FROM THE CITY OF CHANHASSEN ENGINEERING DEPARTMENT. THESE PLANS WERE NOT AS -BUILT LOCATIONS AND ARE SHOWN FOR INFORMATIONAL PURPOSES ONLY, CONTACT GOPHER STATE ONE BEFORE EXCAVATING. CALL BEFORE YOU DIG! Gopher State One Call TWIN CITY AREA: 651-454-0002 TOLL FREE: 1-800-252-1 166 CONTACT: SEV4I,LLC C/O Anxon, Inc. Suite 100 601 Marquette Avenue South Minneapolis, Minnesota 55402 Phone:763-443-8613 COUNTY/CITY: CARVER COUNTY C ATV O F CHANHASSEN SEAL: THE STATE OF MINNESOTA DOES NOT REQUIRE A SEAL. 0 40 80 %7== SCALE: 1 INCH = 40 FEET REVISIONS: DATE REVISION 1-29-08 PRELIMINARY ISSUE CERTIFICATION: I hereby certify that this plan was prepared by me, or under my direct supervision, and that I am a duly Licensed Land Surveyor under the laws of the state of NNESOTA. Daniel L. Thurme�ation No: 25718 Date:-1 _29_08 PROJECT LOCATION: 2401 & 2499 H I G H WAY 7 P_I.E:).#257940020 P_ 1 _ 1D.#2 5 79400 1 0 Suite #B100 200 E. Chestnut Street Stillwater, MN 55082 7Phone 651.275.8969 Fax 651.275.8976 dlt-csls@ mcleodusa .net CORNERSTONE LAND SURVEYING, INC FILE NAME SURVSD12 PROJECT NO. SDO07012 LOT LINE ADJUSTMENT L CITY OF CHANHASSEN RECEIVED MAR 1 7 2008 CHANHASSEN PLANNING DEPT n W I L K U S ARCHITECTS, INC OF CHANHASSEN RECEIVED MAR 1 7 2008 CHANHASSEN PLANNING DEPT him wVF Or- - Kr� Li El L I s -. r- CF , . ... f n ar EVEN MENEM. No TOP OF WALL ELEV. 12q —0" WINDOW SILL ELEV. 116'-0" WINDOW HEAD ELEV. 112"—$ TOP OF WALL ELEV. 129'—O" TOP OFWALE TOP ELEV. WALL ELEV. 122"-0' WINDOW HEAD ELEV. 112'-0" TOP OF ROCKFACE BLOCK ELEV. 1P2' FINISH FLOOR ELEV. I DO"-0" O .■■■■■ ■■■■■■■■■ ,• I w ELEV. 12• / / e I • I ) • r lit E-LE • © O O p O ©© O p�0 p 0 0 . O LEGEND NOTES BRICK #1 BRICK #2 BRICK #3 ROCKFACE BLOCK #1 PREFINISHED CAP FLASHING COLOR #1 PREFINISHED STANDING SEAM CANOPY —COLOR #1 PRECAST CONCRETE SILL BLOCK COLOR LEGEND BRICK #1 GLEN—GERY BRICK — CLASSIC SERIES "RED" MISSION TEXTURE BRICK #2 HEBRON BRICK COMPANY "BUCKWHEAT" WIRE CUT BRICK #3 WATSONTOWN BRICK COMPANY MANHATTAN SERIES "REGENCY" SMOOTH TEXTURE ROCKFACE BLOCK #1 COUNTY CONCRETE "HERSHEY CHOCOLATE" PREFINISHED METAL #1 BERRIDGE METALS "ANTIQUE COPPER —COTE" PRECAST CONCRETE SILL ROCKCAST "PEWTER" L]_____________________________________ [J SITp. SIGN I/4" = ._0` TOP OF WALL ELEV. I Z �O' TOP OF WALL TOP OF WALL ELEV. 122'-0" TOM SPLIT —FACED BLOCK ELEV. 115"-0" DRIVE—THRU SOFFIT ELEV, 112'-0" fOP OF ROCKFACE BLOCK ELEV. 106'—S" FINISH FLOOR ELEV. I 0'-0' CONSULTANT- >h tow, Michael J. Wilkus A.I.A. 11487 Valley View Road Eden Prairie, Mn 55344 p.952-941 -8660 f.952-941-2755 info(gwilkusarch.com www.wilkusarch.com CITY OF CHANHASSEN CERTIFICATION AND SEAL CITY OF CHANHASSEN RECEIVED MAR 1 7 2008 CHANHASSEN PLANNING DEPT 00/00/071 CITY SLBMTTAL / OWNER UVEW NO. DATE I BY DESMPTION cONsr. REVISIONS PROJECT LOCATION EXTERIOR ELEVATIONS DRAWING TITLE DATE: 00/0007 STORE NO. DRAWING NO. 00000 SCALE: AS NOTED BWN ye: S.G.O. A201 RELEASED TO REVIEWED CONSTRUCTION BY: B.J.R. NIA TOP OF WALL ELEV. I Pq"-8" BOTTOM OF CANOPY_ ELEV. 110'-0" WINDOW HEAD ELEV. IOq'-4" TOP OF ROCKFACE BLOCK ELEV. 102 —0" SOUTH ELEVATION I/8' = I'-0' TOP OFI 2WALL ELEV. OPV 0FWALL ELEV. I R-8" BOTTOM OF CANOPY ELEV. 110"-0" WINDOW HEAD ELEV. 109"—$ TOP OF ROCKFACE BLOCK ELEV. 102 —0' FINISH FLOOR V. 1 0'-0" 5 5 TOP OF, WALL ELEV. I TOP OF R000ACIE FINISH FLOOR A-k 4 2.1 /00 EAST ELEV�4TION 4 A O Q BOTTOM SPLIT / I ♦ I r, LEGEND NOTES I BRICK #1 BRICK #2 BRICK #3 ROCKFACE BLOCK #1 PREFINISHED CAP FLASHING COLOR #1 PREFINISHED METAL CANOPY —COLOR #1 PRECAST CONCRETE SILL BLOCK COLOR LEGEND BRICK #1 GLEN—GERY BRICK — CLASSIC SERIES "RED" MISSION TEXTURE BRICK #2 HEBRON BRICK COMPANY "BUCKWHEAT" WIRE CUT BRICK #3 WATSONTOWN BRICK COMPANY MANHATTAAN SERIES "REGENCY" SMOOTH TEXTURE ROCKFACE BLOCK #1 COUNTY CONCRETE "HERSHEY CHOCOLATE" PREFINISHED METAL #1 BERRIDGE METALS "ANTIQUE COPPER —COTE" PRECAST CONCRETE SILL ROCKCAST "PEWTER" caaILtANt: - Michael J. Wilkus A.I.A. 11487 Valley View Road Eden Prairie, Mn 55344 p.952-941 •8660 f.952-941-2755 info wilkusarch.com www.wilkusarch.com CERTIFICATION AND SEAL CITY OF CHANHASSEN RECEIVED MAR 1 7 2008 `.HANHASSEN PLANNING DEB' 00/00/07 CITY SIRrIttAL / 00ER REVEW N0. DATE BY DESCRIPTION CONST. REVISIONS PROJECT LOCATION EXTERIOR ELEVATIONS DRAWING TITLE DATE: OO/O00% STORE NO. DRAWING NO. OOOOO BRAWN S.G.O.SCALE: AS NOTED RELEASED TO A201 REVIEWED CONSTRUCTION BY: B.J.R. N/A Engineering • Planning • Surveying CONSULTANT CONTACT LIST: DEVELOPER/OWNER CIVIL ENGINEER ANXON, INC. MCCOMBS FRANK ROOS ASSOCIATES 601 MARQUETTE AVE, SUITE 100 14800 28TH AVENUE, SUITE 140 MINNEAPOLIS, MN 55402 PLYMOUTH, MN 55447 TEL:612-341-9148 TEL:763-476-6010 FAX: FAX:763-476-8532 CONTACT: MAX HEITZMANN CONTACT: ROSE LORSUNG ARCHITECT WILKUS ARCHITECTS 11487 VALLEY VIEW ROAD EDEN PRAIRIE, MN 55344 TEL:952-941-8660 FAX:652-941-2755 CONTACT: CHRIS GUERRERA GEOTECHNICAL PROFESSIONAL SERVICE INDUSTIRES W228 N727 WESTMOUND DRIVE, SUITE A WAUKESHA, WI 53189 TEL:262-970-9022 FAX:262-970-9032 CONTACT: PAUL KOSZAREK SURVEYOR CORNERSTONE LAND SURVEYING 200 EAST CHESTNUT ST, SUITE B100 STILLWATER, MN 55082 TEL:651-275-8969 FAX:651-275-8976 CONTACT: DANIEL THURMES LANDSCAPING MCCOMBS FRANK ROOS ASSOCIATES 14800 28TH AVENUE, SUITE 140 PLYMOUTH, MN 55447 TEL 763-476-6010 FAX 763-476-8532 CONTACT: BRUCE CHALUPSKY PrelIIIIIIII iminary Site Development Plans I in Presented by: Anxon, Inc. 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RED VING CT. 67, CHAPARRAL CT, � I ` � 3 y 4r \ {Jnq� 0ti 68. NEZ PCZC' CT DR. . - I �ciYGACf` `�\�� 69. PIMA NAY i / I r YNER wit ��R1 �1 _ L1 tC2 A'F r V` - ShDu. ls5 c NIT MADE Si1L WA'f \\ r�W'N HILL �a �5 / 3. DELI i DEP' 81 BLUE JAY CIR CT. !2 C�'. J M 82 AU➢UBON CIR 18 \_)=L £ �' CAM NKER T a 83. TEAL CIR I a , 84 PARTRIDGE CIR. w 85. WHITETAIL RIDGE CT. \\ CI AY1 y 7 N 941401 INF CLIP. 8 sp II�- 96. PHEASANT CIR.rlIeo P 32 113. ARLINGTON $q :� _ CT, nAs _• \�-_ 1t N,Cra VAya LMi[KDPYVA( tct. "aDPP'fcDR. IS0. `AATCc _EAE F1', KINB VICINITY MAP NO SCALE D SHEET INDEX SHEET DESCRIPTION C1.01 TITLE SHEET C2.01 DEMOLITION PLAN C3.01 SITE PLAN C4.01 GRADING PLAN C5.01 EROSION CONTROL PLAN / STORMWATER POLLUTION PREVENTION PLAN C6.01 UTILITY PLAN C9.01 CIVIL DETAILS 11.01 LANDSCAPE PLAN CITY OF CHANHASSEN RECEIVED MAY 0 t 2008 CHANHASSEN PLANNING DEPT tombs Frank Roos Associates, Inc. 14BGv eft Avenue NNoM, Suite 140 P6Tl`I0utll - Minneso • 55447 phone: 763/476-6010• f c- 76314768532 wyvyv.mft Client Anxon, Inc. 601 Marquette Ave, Suite 100 Minneapolis, MN 55402 612-341-9148 Project Walgreens Location SW Quadrant of MN-7 & MN-41 Chanhassen, MN 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 925-227-1100 Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Sean L. Cullen Registration No. 41911 Date: 02/01/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB/id Drawn: JJ/EW Approved: RL/SC Book / Page: Phase: Preliminary Initial Issue: 02/01/2008 Revision History No. Date By Submittal / Revision A 02/15/08 ERW Revised Per City Comments B 02/22/08 JFJ Revised Per City Comments C 05/01/08 JFJ Revised Per City Comments Sheet Title TITLE SHEET Sheet Number Revision C1001 Project No. ANX17252 PEA 0 k Engineenng - Planning - Surveying \ 1- / / // / / / � � i l l ' / `..� 'y9B•3 / __ - � __-- - ----' �__ -.-'xSve�_ xv9l.a xv53 -__ j:a _{. / I 1 / / ,/ / / J'' i' i ,J' // / / ! ; ... / _ l :. __ _ 4.♦ 4 �y " __- -._ _ _ - _ _. l X 991¢ _r -_ T/ ^1 / J ' , ' / / / / _ i X 985.8 `�,� - — \ ♦ l/ n8,.3 -� �_ __ ._ /'�_-_ ---� —.�� _�- ).. II 98,., � I I I ' / I / � � / 1 1 , / / / l � `\ zs95.8 �-'!r'\II/----_ � ,., 1. _I XP9,.b i ,3s �__-- - __- 4,r- _ _-_• I I' Y) j�� 96c .5 '�ea> I V / i I .N. 6 J/i 9E65 I I 18 C+% n Q) / , , / I / / 996.0 . I 9B t :J -. \y.- I/I <i5 vaaT I J _ _. -_ •�nF.a REMOVE f , -_ 71i_ -- - - - 1 (xlk4r EXISTING!. SAWCUT EXISTING BITUMINOUS PAVEMENT zi ry !, 093 i REMOVE EXISTING BUILDING, 99"°' I ---I -- s\— - -- _ 9 . ' `3c'`' I /, PAVEMENT & CURB _ i4aB (I i �. REMOVE EXISTING /1'Ig94�] it / I I I �9 1 6N.3 UGHT POLE ."' 9i9 REMOVE EXISTING 41 ^"� I I I I PAVEMENT & CURB I I II I I I I I I , , I \ I I j ,I __-.. _�_�__. _.. .—..�_--k s43.!' �� I •K « I I !I \ I ( : I I 1 , I I I I 11 I 1 i '�' J:. 95 •.\033.8 i ti iIIiII;I II I \ 5 I I I I 1 O xI' ly l l I I 1 , 9w.• �Le9n� al I \ e s. ` J, f , I I i I+ I I I II II I 1+ II 1 11 1 1 I i O `Y III 1 1 I I 1 I' i REMOVE t % it se .. \ /,: �Ia.:r�.._,_- ••____ _ _ ,b �, I i I , ri —•- >�, I t, _+ I 1: I I cs I. I 1' I EXISTING , (�� �� U• c � {! , I I i y REMOVE EXISTING HYDRANT V v v v PIVx &VALVES LA'NDSCAPt `P a- `\ B 44 9117 CURB f „•-, REMOVE EXISTING _���. �B �P°� — ` � ` _ _ /� �/ 9• 99e: s REMOVE EXISTING 6" DIP WATERMAIN �I r ' n {F ,',, g �°'° ; •� - / / �B� (REFER TO UTILITY PLAN SHEET C5) $ yyCUIT T1NG BITUMINOUS PAVEMENT "' REMOVE EXISTING fi . J �• I �' a \ \ "1 99696\ �,. CASTING & CURB BOX FOR NEW SEWER INSTALLATION i� 9�. \ \ \ \ \ \ REMOVE EXISTING EXISTING LIGHT POLE °' J \ \ \ \ \ II I ` , \ \ \ `\TRASH ENCLOSURE ' TO REMAIN V AV A �V ♦ v v - \ 'V IA 1 B62/ x ie I,{sn - "�.I.. �4 ', {'jv L. ;'s < ` 996'' xrlis.' 9y. `\\ `\`\ \ REMOVE EXISTING / \\ O\ TREES V ` ♦ v vv v v A A III I/ "a°u--I. _ - \ REMOVE I 995. _ A, ss<s 1 x 21 : \ �— \-� \ III I EXISTING CURB - g \ , �, ��9>r -- SAWCUT EXISTING �S\ 98 --BITUMINOUS PAVEMENT `\ 0 0I SAWCUT EXISTING `REMOVE &SALVAGE EXISTING `"� BITUMINOUS PAVEMENT < \ & EXISTING CUR_ B ISLAND �—c<— ' '✓ / / U CATCH BASIN CASTING 9�S_, .�\ \ \\ \ \ \ \\ 1 1,1 \ yam{ 99xs }!_—\ '�« - i J I'�I : '"-'. ,•h / i II ,�+1 99a., _-% W1A 4S ___ .. _ , ` °94s> / I Q J / I ,not 007 ] BUUMINOUS SURFAC� REMOVE EXISTING I' -"r ♦ \ \ \ IIII' I , \ _' I--.� sue\'1' ` +" 1 \ ' I SAWCUT EXISTING \ REMOVE EXISTING 6" DIP WATERMAIN PAVEMENT & CURB _:.: 1 �` BITUMINOUS PAVEMENT a `I`{ `, i ,-, (REFER TO UTILITY PLAN SHEET C6) ` \1 '\ \ ` ` `\ ` 1, `, 1 \ \{ 1 { 11 11�51 zss� ss \ - r =>-.- � .-. •'� + 1 1 ` \ \ \ 1 '• I 1 1 r / _,+-:�� 0°. 99µss.e ' --.. / \ 99..6 - 1 I DI '•ILT 'I \ �9iTU!AlN �t • J t 1 1 1 11 A I I I I I I I I I I, _ 99a>J- J d I I 1 / —=mom sP----X , II (>7 I ' I l I 1 1 III s 1 -_-`.$wits s93i.xv \ 11 I i II II 111 1 9s,.e i 4�°9". °�,_y- ssss / / \9l "\vC- uA - , I I I I I II II il11111�1 I I - 1 1 1 1 1 i 1 1 1 III III ! I I I I I�, t / / `\ � , I I '', I •00^_9 REMOVE EXISTING PAVEMENT x 9+>r..3, ( li 1 1 ` A I' IIiIi'lill'iii ll iA Y4 `°5_ , I I I 1 1' I I I IIII I i REMOVE EXISTING \ I IIII11'iIII,I+I I, ° li LIGHT POLE - \ I I I I I I I I I; I, I 3 99 ,REMOVE EXISTING 1 1 A A A I I+ I I' I I �1 I 1 .�' 'I II { A AV A 1111111111I III 1 1 y V 1, 111 I 11 1 I V 1 I` \ \ \ `\ III II IIII i 11111 IIIIII II 11 F 's.l I I B,s n� 9B5) / X III III II II+1 III III III It I1111 I,I ii I+i I II I \ � �A I Q \ _ V BITUMINOUS SURFACE :. I \ IIII III \ y SAWCUT EXISTING \ \ IIIIII+Ilil111%I'1`\` 9 �1 BITUMINOUS PAVEMENT B9 I4.F \ x f)Lt \\ \` \\ \ N} I II 111, i\t \` 05.2 1 ` It 0`0\\.` B� 00 �9 v v _ 5, v>..o _ _ - - - \ t e A % CIA 4� 9`\.�� ��C���' \.\ I ✓� " , , HYDRANT & LEAD PIPE INSTALL 6" PLUG AT MAIN I,1:36 ✓ yyi ,- -- i` ® I 1 yys y \R, REMOVE EXISTING �— PAVEMENT & CURB <�� Ce REMOVE EXISTING 4 /j ° CASTING &CURB BOX m B —/ 5 / ' 986.6 ` E% •1v 1 : x IkfJ29 / I , i 7- REMOV EXI TING E, J TREES cj r �ef+?•Icstae+o,s�.�mv--e:-^ _• —_ ..-_-nn,s;-rs .��.�••--�-_--�_ .c._. nv_..a..v s- _. _ LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER SANITARY SEWER FORCEMAIN (SAN.) WATERMAIN EASEMENT O- sN ---o a> M > O GAS LINE ELECTRIC -- TELEPHONE -- - -- — REMOVALS GENERAL NOTES 1. The underground utility locations, shown hereon, are based on plans and drawings, supplemental field surveys and other sources. The surveyor makes no guarantees that the underground utilities shown comprise all such utilities in the area, either in service or abandoned. The surveyor further does not warrant that the underground utilities shown are in the exact Y g location as indicated although he does certify that they are located accurately as possible from information available. The surveyor has not physically located the underground utilities. Pursuant to MS 216D contact Gopher State One Call at (651-454-0002) prior to any excavation. --ram- i \ - -r--- - - .e--f nr/6� - QiV \. -`\d\ ; `� �� �� �< \ \ \ • .L,Na / �Is- xa \ ° e. � \ .\ . \` `\ \`�` \,y�/ I / 1 P / ,J / x,onl. I I I - •I '1 J J isiv __ -- I' / .,< -'_ \ �� ', �\ \ � \\� \\♦\\`\� � t s s •/r / /. /" ,/ /% i 1 � I j ) t xas 91.5 QC > 1 \ \ - /•�/ '�Cj\ ��\\ II9fta.°`\ \\\` \\\ `� ♦ \\'�\\s .\ I " , !J , ,'O I, / ,/.\ 1 I Pei / n.z i \ \ \ 1 \ \ \ \ \ \. P' 1 11 XiOai< / x,00 I_' O EXISTING CUR & GU R � A vl� \ ♦ \ /` \3 9.k 99e xbawa / i l 1 , I ( I l r(1 , / I I I I ♦ \ \\ t 1 ♦ I I I 1 , \ \ \ \ \ \ ♦ \ \ \ \ ♦ \ i I \ / I I I I 1 1 I \ \ ♦ \\ \ `\ `\ `\ ' I +1 i1 III1 iI 1 11 ` I \I 11\ ' }1 � `,\ 1------- --- \' . \�y\\e\p.\°\ \ \ ` ♦ \`\ \\\ \ \\ \.. `\\ \\ '\�\ �\\ \•\\ �\ \\. `II -\ >\;\ —\\ \ \\ r\ \ -r\ � �A ' iS\ '\ �\ C \\ \ \\ ♦ \\ \\\.\\. \\- ` \\ \``\\ \\ `\ \�\t\ / I \ /#a�5x B.1 `O1 ! ,br9s v LLJ '. wr�' m,nfi --9s� - - 1 \ \ \ x ly,! 0 30 60 9 \ \ _ 995.> , REMOVE EXISTING OQ6CJ '— :9Ba1 / / l I /I i CP \ \ \` ` \ \ \� \ — CASTING & CURB BOX _ / •om.B l I 1 I i _-_ _ /1 I I 1 1xvBis 1 / 1 i �' l !,I i II I Imn, ,ml \ °ns _ _ _ I -_ia--- _ _ `J' %4 __- -- - --J- / • /I : I + I I C\ ` o.. `J6. I I J I, 1' i Scale In Feet FRA tombs Frank Roos Associates, Inc. 14600 28ih Avenue Noi Suite 140 Prro lCt • Minnesota • 55447 phone: 763/476-6010 • fax.' 763/476-8532 v✓ebsil!e' www.rrft com Client Anxon, Inc. 601 Marquette Ave, Suite 100 Minneapolis, MN 55402 612-341-9148 Project Walgreens Location SW Quadrant of MN-7 & MN-41 Chanhassen, MN 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 925-227-1100 Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Sean L. Cullen Registration No. 41911 Date: 02/01/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: jB/ii Drawn: ii/Ew Approved: RLISC Book / Page: Phase: Preliminary Initial Issue: 02/01/2008 Revision History No. Date By Submittal / Revision A 02/15/08 ERW Revised Per City Comments B 02/22/08 JFJ Revised Per City Comments C 05/01/08 JFJ Revised Per City Comments Sheet Title DEMOLITION PLAN Sheet Number Revision Project No. ANX17252 Pl-.AN B Engineenng • Planning • Surveying PROPOSED LOT LINE / i DELIVERY TRUCK J LOADING POSITION I � I I I 3 B612 CURB & GUTTER (TYPICAL) I I I I I I I Svill `L �d STATE HIGHWAY 114077 WALGREENS MONUMENT SIGN PROPOSED LOT LINE �0 \\ ! A CONCRETE r \ VALLEY GUTTER ; t a — \ B612 CURB & GUTTER (TYPICAL) L M PEDESTRIAN MATH TRUNC PANEL (SEE ISLAND CURB CUT FOR PEDESTRIAN ACCESS INSTALL TRUNCATED DOME PANELS CROSSWALK STRIPING PEDESTRIAN CURB RAMP WITH TRUNCATED DOME PANEL (SEE DETAIL) 10'-WADE BITUMINOUS TRAIL E ISTING SIGN NS & tE AIL INFORMATION R" >- < m i I 3 I �L-L �i Q it 10'-WIDE BITUMINOUS TRAIL LEGEND PROPOSED EXISTING CURB & GUTTER STORM SEWER » O SANITARY SEWER ♦— > --♦ 0--- SN O FORCEMAIN (SAN.) i>FM>— — — 0 Cl— >— Q WATERMAIN ►�— I --� -- -- EASEMENT GAS LINE UG ELECTRIC UE-.._--- TELEPHONE UT NEW BITUMINOUS PAVEMENT HEAVY-DUTY PAVEMENT (FURTHER EVALUATION REQUIRED TO DETERMINE EXTENT OF EXISTING HEAVY DUTY PAVEMENT ON SITE) DEVELOPMENT SUMMARY SETBACKS FRONT YARD 35 FEET REAR YARD 30 FEET SIDE YARD 15 FEET MINIMUM LOT SIZE 15,000 S.F. ZONING BN - NEIGHBORHOOD BUSINESS DISTRICT PARKING REQUIRED: 5 SPACES / 1.000 S.F. RETAIL 225 SPACES PROVIDED 232 SPACES BUILDING AREAS PROPOSED WALGREENS 14,490 S.F. EXISTING STRIP MALL 25,970 S.F. FUTURE RETAIL 4,500 S.F. TOTAL 44,960 S.F. SITE DATA PARCEL A PARCEL SIZE 1.45 AC. PROPOSED IMPERVIOUS 0.95 AC. PARCEL B PARCEL SIZE 5.02 AC. PROPOSED IMPERVIOUS 3.20 AC. TOTAL SITE SIZE 6.47 AC. TOTAL EXISTING IMPERVIOUS SURFACE 4.09 AC. (63%) TOTAL PROPOSED IMPERVIOUS SURFACE 4.15 AC. (64%) DEVELOPMENT NOTES 1. ALL DIMENSIONS ARE: OUNDED TO THE NEAREST FOOT. 2. ALL DIMENSIONS SHOWN ARE TO THE BACK OF CURB TO BACK OF CURB UNLESS OTHERWISE NOTED. BACK OF CURB IS SHOWN GRAPHICALLY ONLY. 3. ALL AREAS ARE ROUNi, D TO THE NEAREST SQUARE FOOT. 4. ALL PARKING STALLS 10 BE 9' IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE INDICATED. 5. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF EXIT PORCHES, RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 6. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS 7. SEE ARCHITECTURAL PLANS FOR LIGHT POLE FOUNDATION DETAIL FOR EXACT LOCATIONS. 8. REFER TO FINAL PLAT FOR LOT BOUNDARIES, LOT NUMBERS, LOT AREAS, AND LOT DIMENSIONS 9. CONSTRUCTION OF SIDEWALKS (RAMPS) WITH A SLOPE GREATER THAN 120 OR 5% SHALL COMPLY WITH ADA STANDARDS. A SLIP RESISTANT SURFACE SHALL BE PROVIDED ON THESE SIDEWALK SURFACES. HANDRAILS SHALL BE CONSTRUCTED IN ACCORDANCE WITH ADA STANDARDS ON BOTH SIDES OF THE SIDEWALK (RAMP). 10. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. 11, STREET NAMES ARE SUBJECT TO APPROVAL BY THE CITY. 12. DRAINAGE AND UTILITY EASEMENTS SHALL BE PROVIDED AS REQUIRED. DRAINAGE AND UTILITY EASEMENTS WILL BE PROVIDED OVER ALL PUBLIC UTILITIES AND UP TO THE HIGH WATER LEVEL OF ALL PONDS 13. REFER TO WALGREENS STANDARD SPECIFICATION FOR FURTHER INFORMATION 0 40 80 Scale In Feet FRA tombs Frank Roos Associates, Inc. 14WO28thAvenue, Alici Suite 140 Plymouth • Mmni • 55447 phone. 76W476-6010.fax- 7047"532 wel w MMil can Client Anxon, Inc. 601 Marquette Ave, Suite 100 Minneapolis, MN 55402 612-341-9148 Project Walgreens Location SW Quadrant of MN-7 & MN-41 Chanhassen, MN 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 925-227-1100 Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Sean L. Cullen Registration No. 41911 Date: 02/01/2008 li applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB/JJ Drawn: JJ/EW Approved: RL/SC Book / Page: Phase: Preliminary Initial Issue: 02/01/2008 Revision History No. Date By Submittal / Revision A 02/15/08 ERW Revised Per City Comments 8 02/22/08 JFJ Revised Per City Comments C 05101,08 JFJ Revised Per City Comments Sheet Title SITE PLAN Sheet Number Revision C101 Project No. ANX17252 PLAN G I. 'RAIWGAA-!`♦\`, 'c/CWREN G46 ia\'`\ \\• 9a,< \s._.49.%e; - - ------- -- - _ - - x u9a.a f `:.♦ _ �� `' -; � --_ABUbEN�c/ TR YE� 993a ---- - - LEGEND --- PROPOSED EXISTING i --�-'- -- -_ -- - 'E?`.^ `Y_-"'�- _--- --_ - -._ _.. � CURB & GUTTER •r. 99e.n r s9a� �;�(I Sea 3 ?_� - - - - STORM SEWER - >> Q) T at / .9o..e__ / x 9e i 4 s ,'♦ SANITARY SEWER > o--- SN O �� /UAT EXISTING �--- -� L9 O i%/ b' ��� / i / / x i . d� a ` x ' kp' 1 R aaGUTTER x ooa3 a kka..s99.� _ _ 99 5 --- -- / 'I Ili FORCEMAIN SAN. > fA1> d _ _ - - - - - ) 0-- ' x,, " WATERMAINI I M-� -- - - r i l l / i r l / ' ! r 94 95 , `\ 2.4 a` a3ts 9 a I '-r - f - -- -- - - - - , , - t; l ,9Q� -.� FT�4 _ _ __ EASEMENT j / ll !Y' , ! ,r r�-' r----.> r- -\ r _• Qo �iJ .) vim. plc °$a I l' -a s°3., --_ __._. __ -__ -. SA SIGN I ill 1 \ � ` - -------- -� d'93., _-�'°"_a 90e.0 � I I I GAS LINE uc 'MEET�ANDI TCH i , 9 a. 0.' j i sa ELECTRIC UE ------ EXISTING _.. aa$$ � __ '�'3, T � 95a TELEPHONE U7 _ f ------------- PA MENT 9aay' c - I � -"T I 962.5 962 5 ° F I 9 9,3 _ _ � ... � / i SPOT ELEVATION X X - ° i MATCH IXI TING"`a---' ' I., 1w, „_ e.r _ I _ --- _ - li i r 9oz -- -- --- D2----- i I x 99�. ° a ate: I 1 f , ' I 69Syx1f %995.] , Y'<51.i- - 933.v !f / 3 :Be§, CURB &G TTER� --- -� / a �' / CONTOUR �•8z� AI I RIP RAP I �.., ♦v EOF 1 I I "�''.' I I i Is, ^ ,• ; \ I ' I, I / c, .99ss OVERFLOW ELEV. XXX.X i PROPOSED BITUMINOUS I 1 ! f .a �',,.__---------_"`--I'v..o 18 CURB v• V a -?-- _-/ II I ' i III11111 I I PROPOSED TRANSITION j - ,'. :. ?--- �y � __. �__.__...._.. �. p�I ! K K «� _. .:: ... , 1 _-- ae �' '�I''I \\. li GRADING...NOTES r e' I i 3.9 'a `�.� WALGREENS�-- I K\T+ , j i 99.. a v �v 't - ra. < Ip !- T,• ss'''a !- , 1. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. 14,490 S.F. {� \I - A ! I I I I I I x 995b _.. d YS' ^ I / 4.1 i tr 94aS I I I I I p IIII I I FFE=996.00 , !f--6.Fdd:� _ r»xe 1• � s9 a ` sav i I 2. THE CONTRACTOR ANO/CR SUBCONTRACTORS SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTIUTIES BEFORE COMMENCING j I b x II 7S I I I I a9sx I WORK, BY CONTACTING THE NOTIFICATION CENTER (GOPHER STATE ONE FOR MINNESOTA AT 1-800-252-1166). THE CONTRACTOR AND/OR ! I I ! ( I ' I ' Te?`� ,` ' D40'o SUBCONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO I I I t 1 e . / \ I! - - x 9s, i % svza 1 I bva pz aaa, I /' .1'' x �2fi9a -'- _ -* -+- - =` 1 r! ' I _a Y-� _ _- _ °v''' °9zR I I r !' a,,;,, EXACTLY LOCATE AND PRESERVE ANY AND ALL UTILITIES (UNDERGROUND AND OVERHEAD). IT SHALL BE THE RESPONSIBILITY OF THE + I I r' I CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. I!'-j-'1 ' 1 1 11 jI\ f % os.e I �� V' I 1 �� II i%/ I jS<, j i / Ii I� r ' i V r 6 `Y \ 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE .e ! J e f 99a.o y ` 1 ( _ - 1 - / II V I , CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT ' 1 I \ I I I a �`\\ PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. \: MATCH }t `\ �! I99x.'C.URB x _11 4. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE It \ , I III ( I 1 1 1 x a�11°a' gy�9wca j ',! 1 4 .9+u x3 �, \ I ' \ i . - x - f 1 j I x ac oaso .. o // \\ SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING vj9 '' \:{' - l I I / \ PERFORMANCE Of THE Wt.RK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUN �,� _- �r `I, I �' `' s<p , .,9z.; x/v9z i /' /' "' '\ OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO -7"- -�_- I a l !. t \V I I ��' _ -, , _. , Y \ ' - - - - ' ; / I .! I`♦ INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. , \ .\ \ ` \ I I i i , •' .:. e,:: :,: .::.:. ' .•:: •..: - �. _;,-_ s " _ _ j ME D � H � ._..�. _. __rt,,,.,,:___xu� : $_ ,a „h " - -- - � r _ / \9 \ ` \ \ P\ ♦ , 1 I - .•e , . _a •-,, - I ' : -- r 9n" / _ xs w< uc.. y,,iy 9aa % 99 sal:a9v e - Ii L 5. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS Of THE OWNERS SOILS \, \ i ' - • '-- '- - -- - �_ EXIS °d<0 ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 7v\\ \ i plP } s, \ - -f,_"_ -'�_. _- - _ I ;� C I d�1'�' - ' r` ! j `♦ COORDINATING ALL REOLIRED SOIL TESTS AND INSPECTIONS WITH THE SOILS ENGINEER. 1 \ \ ,\�,\,/ �O iI .` • _ � ! �-.._-- ---__ -_ ______- !III ai/lA� "`� /'' t /i I \\ 1\ \ \ \ \ , _ �! % x 9a,• I - - -- - `--- - / // 6. A GEOTECHNICAL ENGINEERING SOILS REPORT HAS BEEN COMPLETED BY: r \ \ \ , \ \ \! I _ � ._,___ z �L . -t-' "� - � _.._ LI ! I 909. 93s.a \ FE \. xa33• }I F v,gz \ COMPANY PSI (PROFESSIONAL SERVICE INDUSTRIES, INC.) \ , G ♦ ♦ \ ., !t 9 x 94ssP x 99a.: x n3 a.. _ __ i h % i / - ' '� r h i . .,:a, - . _ A , ADDRESS: W228 N72/ WESTMDUND DRIVE SUITE A, WAUKESHA, WISCONSIN 53189 • I ° -' k - ?. aets , _ c s, I ! fl Yas; r 1 % �L ♦♦ ae%., ssa. - ,., �` a. I r' we, � r, ! r � I v PHONE: (262) 970-9022 c , , _ \ •`. '' ,'. _zv _._._..-__-, -._ DATED: JANUARY I... 2008 \v v� v♦ ♦, A A A `xsva d C' -_ -r' 9lse x ��e�ss>I _ ♦• _�, \ \\ 9 ,:` _ 3, R. .��,� IIIII i ty! 99af 9x.e / +; -� S9� THE CONTRACTOR SHALL OBTAIN A COPY OF THE SOILS REPORT. ,�@ 7. PRIOR TO PLACEMENT OF THE AGGREGATE BASE, A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREA SUBGRADE. THE \ \`9v\ ♦\\ \ `1�♦ \� \I !I 1 , a ") y „ �-. _ t I \ s'ss .^" ME T & M-,�7CH EXISTING / ` 1 CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE -bl MINOUS TRAIL Q I ,cys.. \ DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL `\\ \ `\,I \t 1 1 I I' f ; I °' • i --?�� `\' , \ DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED I - •t 10 --WIDE _\ _\. `\ \ �• ! ' 'I I !, 1 ! r 14n, 1 VV I, - vz3 r �' i 9A a•R 99, a - r w- \ IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER. ,z t \i BITUMINOUS [ 9t J DQ, ' \ \ i �^ I MEET AND MATCH !: 1 ! 1 I O ! ' \'s;_ -- I, ` x "! TRAIL ' ,y c IIM4 O S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING \ \ \ \♦\ \ \ \ 1 1 1 `'1EXISTING PAVEM T I'' � ! , // / m I 'JO, SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES \ 1! „!! \ 1 ET & MATCH EXISTING , \ / k/ a0 i i !I I 'a� - t / I _ SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 1! /I IDa,.D ,Dm.7 P�4VEMENT /. ,♦ ;•, I , � 1 9. THE TREES AND OTHER NA; URAL VEGETATION WITHIN THE PROJECT AND/OR ADJACENT TO THE PROJECT ARE OF PRIME CONCERN TO THE _ B'9 � ! o i CONTRACTOR'S OPERAIiv'JS. HE WILL BE REQUIRED TO PROTECT THE TREES WHICH ARE TO BE SAVED TO BE SURE THAT EQUIPMENT IS NOT \ \ \ \ I \ 1 11 ! \ 1 \ \ « \ sas s x 393s « 4.0 _ ! 9"i.G I / / u � � as _ � NEEDLESSLY OPERATED UNDER NEARBY TREES AND SHALL EXERCISE EXTREME CAUTION IN WORKING ADJACENT TO TREES. SHOULD ANY 9zA 'tl T p\�'b I / /' I7� PORTION OF THE TREE BRANCHES REQUIRE REMOVAL TO PERMIT OPERATION OF THE CONTRACTOR'S EQUIPMENT, HE SHALL OBTAIN THE 1 _ _ " os" ,� ao5.. -q T�`�I \ -'' { ,.' O7._ SERVICES OF A PROFESSIONAL TREE TRIMMING SERVICE TO TRIM THE TREES PRIOR TO THE BEGINNING OF OPERATION. SHOULD THE \ \ \ 1 I ! IW I 1 , % §.-:-_ .> 99a.a r Ta° _. _ p9 __ _ \ • Os , o " - ^�'sa` "+ x .a ` aD I _: ,.i'' I I _ CONTRACTOR'S OPERATIONS RESULT IN THE BREAKING OF ANY LIMBS, THE BROKEN LIMBS SHOULD BE REMOVED IMMEDIATELY AND CUTS y - a 7 5vi.a s9as �0.° °./ / /'/ F. r v c-n*= /\' ' -- - p •1 � i `\ `\ 'i ,� I � O rJ1' � 3� SHALL BE PROPERLY n .CTED TO MINIMIZE ANY LASTING DAMAGE TO THE TREE. NO TREES SHALL BE REMOVED WITHOUT AUTHORIZATION BY \\ \\\ \\\ \ 111 111 1, 111'i ! 4`' \ ` 4 _-. - rl 9917 �\� 4<, 1, :. vres ap... ° i� °' _: " a l oes I n G / mm e� PAYMENT WILL BE MADE COSTS TRIMMING SERVICES SHALL BE CONSIDERED INCIDENTAL TO THE GRADING CONSTRUCTION AND NO SPECIAL \ 1 MEET AND MATCH 9a, rTHE \ \ \ I\ \ , 1 \ I I EXISTING PAVEMENT _ 99 =a 9a.,, , 9A3` ! l % / `I 1\ 11 \ 1 /. I / 1 '\ 94 9J6 ,..: ' I� <• C44 I //. \ ! .a __ , _ L _ I,,y° J ! \ '\, 10. CONTRACTOR SHALL RES'RICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES WITHIN THE ! ; 1 ` \i 111 I 3s.D - aysa _r,F ' o9s \ - - 'was 7. < ' FUTURE RETAIL ' V4\`_ / `.\ _ �/ ` _ CONSTRUCTION MAY BE RESTRICTED TO A NARROWER WIDTH IN THE FIELD TO SAVE ADDITIONAL TREES AS DIRECTED BYTHE OWNER. ! It I , I IIIIIll 1 ' �1�A C EXISTIN G 9<., 9.e a, :9 F 4 500 S.F. MAX �\\\ //' \ _ - Is - -100' \ \ I' ' / / ' / / ! / / z'' , I / ,9 - I q' '\ I - _ \, ` j - " 1 11. ACTIVITIES PROHIBIT ED OUTSIDE OF THE CONSTRUCTION BOUNDARIES WOULD INCLUDE, BUT NOT BE LIMITED TO: SOIL AND OTHER MATERIAL 1 rn 1 1 1 ' �' !q°4j' I /' ; r ! CU B &GUTTER I I +�� 99•.�o _ _ - - FFE=994.70 1 O 1 - _ ! , 1 N % "• o -. ,\'\ , `Ij'` -- - STOCKPILING, EQUIPMENT DR MACHINERY STORAGE, DRIVING OF ANY VEHICLE, LEAKAGE OR SPILLAGE OF ANY "WASHOUT' OR OTHER TOXIC may,.,., �_ / 99as-!, �� - MATERIAL. THE COLLECTI N OF OTHER DEBRIS AND SOIL STOCKPILING WILL BE IN AN AREA DETERMINED ON -SITE BY THE ENGINEER. 1 1 \ 1 I 1! i111j I� I � � - 1 I i! I i i i v 9sa 02 1II a1 i 9 „e j I 10'-WIDE ISLAND CURB CUT IIII, 1 1 ` / ���' �•°°�' � s \` I \, I I.!� I / ' { `�' SAWCUT EXISTING CURB 12, AN OWNER'S REPRESENTATIVE WILL BE AVAILABLE AT ALL TIMES DURING THE PREPARATORY AND CONSTRUCTION PERIOD. ." 13. EXCAVATE TOPSOIL FROM AREAS TO BE FURTHER EXCAVATED OR REGRADED AND STOCKPILE IN AREAS DESIGNATED ON THE SITE. THE ! 1 ' I 1 11 I I� 1 V `..,\ i \ 's,. !! i. / x nneg?�� -}- - _ CONTRACTOR SHALL SALVAGE ENOUGH TOPSOIL FOR RESPREADING ON THE SITE AS SPECIFIED. EXCESS TOPSOIL SHALL BE PLACED IN ttg t934 ]x e.h 1.-, 1 ,, .® -FFE 99`..8 . , - I / "1e - 9-94.0 - _ESTABLISHED,O A DEPTH OF 4 INCHES. RESPREAD TOPSOIL IN AREAS WHERE TURF IS TO BE ESTABLISHED TO A MINIMUM ' EMBANKMENT AREAS, OUTSIDE OF BUILDING PADS, ROADWAYS AND PARKING AREAS THE CONTRACTOR SHALL SUBCUT CUT AREAS, WHERE � TURF IS TO BE T x 99a5 DEPTH OF 41NCHES. It I� / /', B 0 x ,xl .. I 14. I GRADING SHALL B COMPLETED, ! 1 , ! I 1 ! IIII I I I I It I I aa.' s , / C,�. , ;" - FINISHED G A E THE CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING, INCLUDING 1 ' , 1! I \ I I I I I III , ;IIII ° i / ' °S'' , !! '. :\; I !% - ''61 \ - - I ADJACENT TRANSITION AREAS. PROVIDE A SMOOTH FINISHED SURFACE WITHIN SPECIFIED TOLERANCES, WITH UNIFORM LEVELS OR SLOPES I 1 j !',III O I ' -' BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH POINTS AND EXISTING GRADES. AREAS THAT HAVE BEEN FINISHED 1 ` I II ' 1 l)ll !1 111! I'! ! IIII! r•n - .- _ _ - ObI GRADED SHALL BE PROTECTED FROM SUBSEQUENT CONSTRUCTION OPERATIONS, TRAFFIC AND EROSION. REPAIR ALL AREAS THAT HAVE t \ \ I\ ! , ! 1 ! I , 11 11 ! I y p. - FFE=995.8 - \ / r++, 1\ xi )` �� a 1 ° z I / , ''I'o:�xe `i Q BECOME RUTTED BY TRAFFIC OR ERODED BY WATER OR HAS SETTLED BELOW THE CORRECT GRADE. ALL AREAS DISTURBED BY THE II, i 111'I 111 I111' I ''1 I V s j / • 99a.> \ ` ``-t '\i \ Iw,m' 11 i CONTRACTOR'S OPERATIONS SHALL BE RESTORED TO EQUAL OR BETTER THAN ORIGINAL CONDITION OR TO THE REQUIREMENTS OF THE NEW \ _ IIIIII II I 1 1 I .z - x u,,.. .,. WORK. j1lit 1! it1 ! 11'I i/ � X \ - ass 9ss., \ / :/ j .�dT� ,. , 9 ."„�,;.` �;"° ( �9\ ��\ \`' ', .,.,s I I � �. 111 I , I ! I I \ .r �ir., / I l0 _ \ \ \\G '`-) \, x \xn.7 I \ - -. I I 15. TOLERANCES /' � /! I it ! IIII it 11 I li ! , 1 I II \ �\\ a - \ / I - 1 \` \`_vU\��x�rr� e``, } `\ -' \ i I t+.l i a. THE BUILDING SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.10 FOOT ABOVE, OR 0.10 FOOT BELOW, THE \ \ \ I III I 11 i1I 11I! / q v r , 1!asa , Y l > ! i U CJ 99 . / / p vo. v �. , , Q/ ?11 \ / /q Q \O PRESCRIBED ELEVATION AT ANY POINT WHERE MEASUREMENT IS MADE. 1 It 11 !I ! 11 1 II 1 I 1 11111 +\ 99C \ m�zz C ! ( 1 ♦ \ \ II 1 \\ 41i.9 � \ / '' � ! I 6 , � \ ♦I , i� \\ \✓ � _ al' • / b. THE STREET OR PARKING AREA SUBGRADE FINISHED SURFACE ELEVATION SHALL NOT VARY BY MORE THAN 0.05 FOOT ABOVE, OR 0.10 I \ IIII 11 I \ \ \ / / ( FI \ VY - FOOT BELOW, THE . PRESCRIBED ELEVATION OF ANY POINT WHERE MEASUREMENT IS MADE. I \\ ` ssa.z II 9e,.a I \ �_ '\ / t \ ♦ \ \ \♦ \` �. I1111111 �\\\\`�`\\`\ � ➢ J9a., 9 II / \ I 1 ♦,\ \, \, , \ , \ \ 1 I \ T -� - _ . - _ �L _ EXISTING RETAIL T !� 1 ;TCF,� `r / `� - c. AREAS WHICH ARE TO RECEIVE TOPSOIL SHALL BE GRADED TO WITHIN 0.30 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS ` \ i\ IIII\\`�,``\\`\\\\`,\♦\\\,x z 7 _=l9 _ I I \ L-r \ 93.z 25,970 S.F.>w, \ \ e -� EX I P ME � / I � O OOo- � DIRECTED OTHERWISE BY THE ENGINEER. \;) I , ♦ \, \ \ \ ♦ \ \\\ \``\ ` ` \ Q9 --'-- _ 9950 %y °95 ` �1�' °'\ , % Iw'a: d. TOPSOIL SHALL BE GRADED TO PLUS OR MINUS 1/2 INCH OF THE SPECIFIED THICKNESS. ` I •l\\,\,\\\`� \ ♦\ `\\` \` _ ! ate- - °9,\/ / 13°s`93, �, \ 9saa - 996. M-0 f D:. 9 .. 11 L-^ / \\ \ es j \ I 9 I /i ✓ e. AFTER THE SITE GRADING IS COMPLETED, IF EXCESS OR SHORTAGE OF SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL TRANSPORT ALL \ \\\\`♦�\ \�,� `� �� ��• `�-__ ` -IIa� L � � $Z 1 \ \\ \ \\ ♦ \ \ \\ \ \ `� �Q -: _ 99,j _ _ 9 gs _ ._ _ �_. /I' - ` E I \ I! ; I , I v ! III EXCESS SOIL MATERIAL OFF THE SITE TO AN AREA SELECTED BY THE CONTRACTOR, OR IMPORT SUITABLE MATERIAL TO THE SITE. !r \" `\p \ \ , ♦ , \,,(y�D _ _ _ _ _ - _ _ _ _,\ ` yam,, \ �` - '2.� 17. AN EROSION CONTROL BLANKET SHALL BE FURNISHED AND PLACED IN AREAS WHERE THE SLOPE EXCEEDS 3:1. - \ ' I i ;�_.' ` 991L ,) < �,-- \ i J/\ \ \\ ♦\ \\ \ S ppp \��� _ e x I t I \ ,\ \\gyp♦` �_, ____ _ ____________ - - - I ' �, 1� � / '- � 18. IF THE CONTRACTOR ENCOUNTERS ANY DRAIN TILE WITHIN THE SITE, HE OR SHE SHALL NOTIFY THE ENGINEER WITH THE LOCATION, SIZE, J \ \ x 995. I I I 1 ' I r / / f , \ x' \ •�� \ \ -�_ F = _ _ _ _ _ _ ` _ _ _ '� \ I L; - _ yqg V. Ly ! ( ; 1 ! V) I� �}5 �. ,/ y INVERT AND IF THE TILE LINE IS ACTIVE. NO ACTIVE DRAIN TILE SHALL BE BACKFILLED WITHOUT REVIEW, DISCUSSION AND APPROVAL FROM THE ! LAC-y -. -..1 ♦ - 98J _ - _ \_ r�€..S.:.n PROJECT ENGINEER. L -- \�\, `/a f/` ._. &.o x9 a \ - `_%e>d2_` ` - - r«., = ^\\�` ��\`\ .\ .r .8 <.♦�' .I `'`\\\ GM%Ilroz.� ,/\ 95 I CONCRETE l '\\ \ o 9 b: v\ a 1 VALLEY GUTTER rr #9za., %•. < ♦ \ � �\ `\� �\\\ � \\`� �\ \\ `xw.,. � ! ` I / � i`/ / I I I I i I i ! 10-WIDE BITUMIN \ - : \ : \\`\�\ ` MEET AN CH / -+ a TRAIL \9wa� - \9 9\\q37 �� �, `\ -\/ EXISTING P 0 \ ,` \ ♦ , ice. s \ \ %9u5_� � `` � 2\` \ � � \ `� \\\� \ \, \ 1 I 9ez ,\.•♦\\ \ ,\ \ \\ \�` x\ 1 ! \ ,♦\\\\ ,\�`\\\ \ \ \ \ \ .' / �IgJS.. x, wcd'e :'x,Sb3a' ) w l��, 9'So / !''/// � � � `°aa�p n� _� .... p� \ `\\\\ ,` � `\ \� 1 \\ ,\ \\ �\ ,\� ,` � `\ \ \\ `'•\ �! `_ -_. oas.o- �_ _ . ;ov y l / /' I I I I I l I ,�� I \ � ' I ,9 � v�ax.3`\ �\ \ �.. � � \ \ \ \ , \\ \ , '1 ♦ 49�aB \ \ \ � e\ s Of ji I l I A'7� ss w, IIII 11 lx waz �\� \ \\` \, \ \ , v9s \\ ,`'\. '<> -� 6 � � t, I I I / EXITING POND` \ `\ `\ . \ \ \ I\ . \` \ \ , \ \ \ s h �; \ I 1 .. \ \ \ \ \ , ♦ y `\ \ vyv.a \ , \\ .\ Ir,�/� �♦ .9so •�• Im D.3 \ ! ! , `♦ \ ♦ `\ \ `� \. � \ �\��v%T ' • .� l I 1 j ! 1 \\ , � , \ , , , , ♦ ♦ \ \ , ` , , \ \ / \ SQ as / / \ / ./ \ �1 I i 1 I 1 1 \ �\ \ ` ,\ ♦ \\ \, ,�\\ ♦\ \ \ 9 \\ I , \ ,\ \ �\ . \- .,. /, 1 x ,,:Da9 ! ii 1 ; ' ! ,/ (�' ,`.i I it � � II ! I ! 1' 1 �` . e\^&a� . , ♦ \ \ \ \ \ \ \ \ \ \ . � \ \ \ y.�_lC< , \ x 9 / Ik IwzD I ! , 1 A v l v v v v v v v v v v V v «♦ A ` y I� / r l rx,a,00z4 16,¢SIO,O.B I\ \ I / ` Ii ` 9aa., \ \ \ \\ \ •` \\\\ \\\ \C` \� � .gas, i. `�• II "� /I /' ' , I I i � \ 99�x9�,\ F __ I, _ \ V vv A v♦v - _ `-- --- ------ p /' i l i r f I 1 11 vI vv 1v vo V Av `vv `v A vv vv `t f v 99,. ` 9� A �\ I o�1 i MEET, & ) MATCH -- --_ g 7 963�bF? -x99c, // l 1 '� i I v ICPv v v`\ v v wvv -- A �3.> �J� I r U I -\p \ --- - Z 719-�= o t \ \ \ \ P BITUMINOUS TRAIIt �0 SOUT�I! 3� 60 xw\v vim` ' I I 1 I Axv@La ` A x9iY \ 1 x I r 1 / l ! 1r vyD_ - 9 7 / I I ! 1 ! I 1 1 A ` \ \ . 1 ' ,' !' " ` ' I 1 I+ Ion1110111 "ME, -- 974---- - _ -, i I i 1 c ( p i I i t 97cJ - �/ I 1 I wa 9ZD LU `l \ �7 �I !! I ! I �_ q7R _ -- - - x9af% e„ ! o J. li Scale In Feet Engineenng • Punning • Surveying E_ _ T } FRA McCombs Frank Roos Associates, Inc. 148002ft Avenue 1 oM, SuiL-140 P6rVutf7 • MnnesW3.55447 phone: 763/476 6010.1ax: 76W476,85M websIt Www.111i1acam Client AnXon, Inc. 601 Marquette Ave, Suite 100 Minneapolis, MN 55402 612-341-9148 Project Walgreens Location SW Quadrant of MN-7 & MN-41 Chanhassen, MN 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 925-227-1100 Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws ^of the State of Minnesota. A Sean L. Cullen Registration No. 41911 Date: 02/01/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB/JJ Drawn: JJ/EW Approved:RUSC Book/Page: Phase: Preliminary Initial Issue: 02/01/2008 Revision History No. Date By Submittal / Revision A 02/15/08 ERW Revised Per City Comments B 02/22/08 JFJ Revised Per City Comments C 05/01/08 JFJ Revised Per City Comments Sheet Title GRADING PLAN Sheet Number Revision C4m01 Project No. ANX17252 P I -A N D It - - .�,T _ LEGEND EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / 1'S' I E MAP" PROPOSED EXISTING CURB & GUTTER /'" 'mot• a w .ter t . I� � L / 5'. r(11. r/ \ � EL V (Ir 1 E 1� �/ i i s a. n � - a X I , wr If, - Y NIKrfM. LV J / .Y- ,}y++ PCP. 239 2000 n � -- Gideo n /- ,en qR. 3 6I c" .vE� r.�a si. /.r�.�! ��ae. _ b � t K E iL � � �� H. 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WATERMAIN ►F— I �♦ m i c , -- , ' . I' ' I F -. = JE A V n \- . , EASEMENT OAS LINE u0 LDr • ' . I ec ELECTRIC uE h - 4- Ra IT nt CIr , - =s TELEPHONE 962.5 962.5 .. -: }.-. _� �-_.LI -I� ,� .-_I�.. �^I"-,-!-� . s. LF -,_,�W A�,­I-�, m:.� %, ,i,I � ,,I.,-�.�,,? -. V= i ,., pM y .� ,I �_' `'t a�\t. ivkw9S,!'� 2 -I,. -6 —�_t.-_"/;*�. SPOT ELEVATION CONTOUR X X 902 ---`'•02. - - . �� � - , -j4 0�1Ir­ 1, ; - I .-I 11� -�I �_ 1` 1 _- _I 1 I-. 1. _ `"° s`- r �z,',,, SILT FENCE - -. a Y n i I . s G .-. .1" ,D - ���. i Z��" ,-� ��1 - .,' .•ly : , = , ,,, 1 " K INLET PROTECTION DEVICE ® iPl ,. �a1P ;p D .W g,_ �•°,` I !-: - �� .ICIi�,j Ty�:",­ &,,,;. K.'j,; - TEMPORARY STONE Ju „ ,-.Z ..� 1 CONSTRUCTION ENTRANCE q, !�1��".1-I,- y,,V '' 5 ; �,. � , � .� "I- - M._ -" �111'q 4 ,L -4,I -�i_,,,-�tW � �� 4 �i r' - _-. .4<. � .. M111)�O'¢p/,5' J413." '�^ I ' EROSION CONTROL BLANKET :{ s �,x�xt _),O_ _ k y i^. J .�✓.. ,. 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I } F51 �j \ ! \ 0, J \ t` r a C S ` I \ -11 \ \:: ` ` , ! \ EXISTING RETAIL _ 1 \" \'J: ` jI I} I 1..5 \ h ' t i. (7 n 'r,C6-- I II ` } „I\. „\``�`: .\, ., ,� r_, .- I--�-�L -1_ - 25,970 S.F. 7x INA �.. y / „-N�\J I,A \ 9 _ '993 _09 _-�'_ __ - ``' _ I - J 1, 11 I J .,\`: JJJ--- 8----- - - 99- /� ' / eT [L=99t: �!/j I Ii• I a IL'!a� \�`,.,"'d`��� }}}--` 8 - - a i1�� / %:n•L=9ps.0 I Fit:._.-- ?\ / I i' to I:11 — ,, ` O F 9- - - - T s 1 I -, Ln �� / ` i 1 1 I .IGU6 I _ , kl _� 11_♦1_? 1=+L.�y_b'N�iP �~ ��`�: `:�.` \ % / r `c; ,Fx iE 1 1 I.I 1 , - __ — — M "� -T R + _ -� \ n \ �\ ]_ CON SILT FFFCE / oJ" , /, xav c� naysll { I i 11 \ \ E/ '''_i^'� � ` ' � ; `" ,,1 �i� `\.\, _ / I i / ' /- I wr e,e.,,.e7 ! O 1\ / I, II'I Ex iS �\`,,,1\, j\\ 1, l l % , ,\��.-\�° v`09 /, 1 , I '� C 1 i 1 i ' 1 I 1 My EL W,s \\ `\\ `L 9E➢ o ` 11,, �F; "„ ^-1`,W t , ' 1� / I 1 , M' I, I', \ Y \\ I ! I i J` A , , A ffW , Q9'� "I .11 11 i '. I ' �`,\ _ - I ✓SB ant i I o ) ' i I II �/ LiJ " \ _-- __ _-'bk/® / !1 't \ \ v `99r\\-�\ 1 0l'' ' I 1 .-I ,/ V \\ _g71g /09e9�58 :xy 4"'`>41j 19�, ``. , , \ ? _ �� ' of i/' I I CL' --A 972 _ 1 } it � , I 1 I,'/' �,((} /I I <: I i --u __I.\ ]''�/4 ___ -� X1 ,' ! i 1 i\, i { a�. �u'c;k11 >: i' rr 11 t� _ ,/ I-_ - DEVELOPER OWNER: ANXON, INC. 601 MARQUETTE AVE, SUITE 100 MINNEAPOLIS MN 55402 612-341-9148 SUPERINTENDENT' I GENERAL EROSION NOTES: 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. WHERE A CONFLICT EXISTS BETWEEN LOCAL JURISDICTIONAL STANDARD SPECIFICATIONS AND MFRA STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY, 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS N A D/OR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THE P BASED 0 C SE PLANS ARE B N RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE MEASUREMENT T T I S TAKEN IN HE FIELD. THE CONTRACTOR MUST CONTACT A APPROPRIATE UTILITY ALL THE COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIE LD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CON TRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CALL AT 800-2 2- 166 OR 651-454-000 5 1 2 3. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. TH E HE EXISTING CONDITIONS SHOWN ON THIS PLAN ARE BASED UPON AN ALTA OR TOPOGRAPHIC SURVEY PREPARED BY CORNERSTONE LAND SURVEYING. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, THEY SHALL HAVE MADE, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. SEE ATTACHED SURVEY SHEETS. 4. THE GENERAL CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO VOID 0 A PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 5. THE STORMWATER POLLUTION PREVENTION PLAN SWPPPI IS COMPRISED A S D OF THIS H S DRAWING EROSION CONTROL PLAN SWPPP DETAILS,THE PLAN NARRATIVE / THE STANDARD AR ATTACHMENTS INCLUDED IN THE SITEWORK SPECIFICATIONS SECTION 02370 SWPPP PLUS T 2 (SWPPP), U HE PERMIT AND ALL SUBSEQUENT REPORTS AND RELATED DOCUMENTS. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETING & SUBMITTING THE APPLICATION FOR THE MPCA GENERAL STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY. ALL CONTRACTORS AND SUBCONTRACTORS INVOLVED WITH STORM WATER POLLUTION PREVENTION SHALL OBTAIN A COPY OF THE SWPPP AND THE STATE OF MINNESOTA NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM GENERAL PERMIT (NPDES PERMIT) AND BECOME FAMILIAR WITH THEIR CONTENTS. THE SWPPP AND ALL OTHER RELATED DOCUMENTS MUST BE KEPT AT THE SITE DURING CONSTRUCTION. 7. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE SWPPP & PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION & MAINTENANCE OF THE BMP'S AND EROSION PREVENTION FROM CONSTRUCTION OF BEGINN NGA U T IAND UNTIL CONSTRUCTION IS COMPLETED IS APPROVED BY ALL AUTHORITIES THE NOTICE OF TERMINATION (NOT) H BEEN FILED WITH THE MPCA BY 0T C R INATION N AS BE TH EITHER THE OWNER OR OPERATOR AS APPROVED ON PERMIT. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS 1 ) DICTATED BY CONDITIONS AT NO ADDITIONAL COST TO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 0 . 8. BMP'S AND CONTROLS SHALL CONFORM TO FEDERAL STATE OR LOCAL REQUIREMENTS OR MANUAL Of PRACTICE, RACT OE AS APPLICABLE. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY PERMITTING AGENCY OR OWNER, 9. ESC PLAN MUST CLEARLY DELINEATE ALL STATE WATERS. PERMITS FOR ANY CONSTRUCTION ACTIVITY IMPACTING STATE WATERS OR REGULATED WETLANDS MUST BE MAINTAINED ON SITE AT ALL TIMES. 10. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY THE GENERAL PERMIT. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY DELINEATED (E.G. WITH FLAGS, STAKES. SIGNS, SILT FENCE, ETC.) ON THE DEVELOPMENT SITE BEFORE WORK BEGINS. 11. GENERAL CONTRACTOR SHALL DENOTE ON PLAN THE TEMPORARY PARKING AND STORAGE AREA WHICH SHA LL L ALSO BE USED AS THE EQUIPMENT MAINTENANCE AND CLEANING AREA EMPLOYEE PARKING AREA, AND AREA FOR LOCATING PORTABLE FACILITIES, OFFICE TRAILERS, AND TOILET FACILITIES. 12. ALL WASH WATER (CONCRETE TRUCKS, VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) MUST BE LIMITED TO A DEFINED AREA OF THE SITE AND SHALL BE CONTAINED AND PROPERLY TREATED OR DISPOSED. NO ENGINE DEGREASING IS ALLOWED ON SITE. 13. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS. 14. OUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER 0 E PETROLEUM BASED OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED. 15. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT & CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC. FABRIC, CONSTRUCTION & DEMOLITION DEBRIS & OTHER WASTES MUST BE DISPOSED OF PROPERLY &'MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 16. HAZARDOUS MATERIALS: OIL, GASOLINE, PAINT & ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM. STORAGE & DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 17. ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, AND IN THE SWPPP, SHALL BE INITIATED AS SOON AS PRACTICABLE AND PRIOR TO ANY SIT EWORK. PORTIONS OF THE SITE HERE CONSTRUCTION ACTIVITY S 18. DISTURBED RTIO E W T A HAS STOPPED SHALL BE TEMPORARILY SEEDED. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SPEC. 2575 C. 1 OOLBS/ACRE (OR APPROVED EQUAL) AND IN ACCORDANCE WITH THE FOLLOWING GUIDELINES: TYPE OF SLOPE TIME STEEPER THAN 3:1 7 DAYS 10:1 TO 3:1 14 DAYS MAX TIME AN AREA CAN REMAIN OPEN WH EN HEN THE AREA IS NOT ACTIVELY BEING WORKED) FLATTER THAN 10:1 21 DAYS 19. DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY SEEDED, THESE AREAS SHALL BE SEEDED IN ACCORDANCE WITH THE TIME TABLE DESCRIBED ABOVE. REFER TO THE GRAC!NG PLAN ANDiOR LANDSCAPE PLAN FOR VEGETATIVE COVER. 20. CONTRACTORS 0R SUBCONTRACTORS WILL BE RESPONSIBLE dR REMOVING SEDIMENTF FROM CONVEYANCES &FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES, OR DRAINAGEWAYS DISCHARGING OFF -SITE OR TO SURFACE WATERS. THE CLEANOUT OF PERMANENT BASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. 21. ON -SITE & OFF -SITE SOIL STOCKPILE AND BORROW AREAS SHALL BE PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S. STOCKPILE AND BORROW AREA LOCATIONS SHALL BE NOTED ON THE SITE MAP AND PER NITTED IN ACCORDANCE WITH GENERAL PERMIT REQUIREMENTS. 22. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR OTHER EFFECTIVE SEDIMENT CONTROLS & CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. nI GRADING AS 0 UCE RUNOFF VELOCITIES 23. SLOPES SHALL 8E LEFT IN A ROUGHENED CONDITION DURINGE PHASE T RED ES AND EROSION. T SHALL B 4. TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT THE CONTRACTOR H E RESPONSIBLE FOR ADJUSTING THE 2 DUE E EROSION CONTROL MEASURES (SILT FENCES, CHECK DAMS, INLET PROTECTION DEVICES, ETC.) TO PREVENT EROSION. 25. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UTILITY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. MAINTENANCE: OL N P LWTIO REV ALL MEASURES STATED 0 THIS EROSION AND SEDIMENT CONTROL PLAN, AND IN STORM WATER 0 N PREVENTION PLAN SHALL BE MAINTAINED IN FULLY FUNCTIONAL MEA N ANEO L CT VIAL CONDITION UNTIL NO LONGER REQUIRED FOR A COMPLETED PHASE OF WORK OR FINAL STABILIZATION OF THE SITE. THE DESIGNATED CONTACT PERSON NOTED ON THIS PLAN MUST ROUTINELY INSPECT THE CONSTRUCTION ON SITE ONCE EVERY SEVEN DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOV41NG: 1. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION MUST BE PROTECTED BY APPROPRIATE BMP'S UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 2. ALL SEEDED AREAS SHALL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED, WATERED, AND RESEEDED AS NEEDED. 3. SILT FENCES SHALL BE REPAIRED, REPLACED OR SUPPLEMENTED TO THEIR ORIGINAL CONDITIONS IF DAMAGED SEDIMENT SHALL BE REMOVED FROM THE SILT FENCES WHEN IT REACHES ONE-THIRD THE HEIGHT OF THE SILT FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 4. VEHICLE TRACKING OF SEDIMENT FROM THE CONSTRUCTION SITE MUST BE MINIMIZED BY BMP'S SUCH AS STONE PADS, CONCRETE OR STEEL WASH RACKS, OR EQUIVALENT SYSTEMS. T ADEQUATE BEING TRACKED STREET SWEEPING MUST BE USED IF SUCH BMP'S ARE NO ADEO TE TO PREVENT SEDIMENT FROM NG ONTO THE STREET. TRACKEDSEDIMENT MUST BE REMOVED E FROM ALL OFF -SITE PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY OR SOONER. 5. THE TEMPORARY PARKING AND STORAGE AREA SHALL BE KEPT IN GOOD CONDITION (SUITABLE FOR PARKING AND STORAGE). THIS MAY REQUIRE PERIODIC TOP DRESSING OF THE TEMPORARY PARKING AS CONDITIONS DEMAND. NT SEDIMENTATION EMAINTAINEDIN OPE 6. OUTLET STRUCTURES IN THE TEMPORARY AND PERMANENT SED TATION BASINS SHALL B RATIONAL CONDITIONS AT ALL TIMES. SEDIMENT SHALL BE REMOVED FROM SEDIMENT BASINS OR TRAPS WHEN THE DESIGN CAPACITY REACHES ONE-HALF THE STORAGE VOLUME. DRAINAGE & REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. SEQUENCE OF CONSTRUCTION PHASE I: 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. CONSTRUCT THE SILT FENCES ON THE SITE. 4. CLEAR AND GRUB THE SITE. 5. BEGIN GRADING THE SITE. 6. START CONSTRUCTION OF BUILDING PAD AND STRUCTURES. PHASE II: 1. TEMPORARILY SEED DENUDED AREAS. 2. INSTALL UTILITIES, UNOERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 3. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 4. PREPARE SITE FOR PAVING. 5. PAVE SITE. 6. INSTALL INLET PROTECTION DEVICES. 7. COMPLETE GRADING AND INSTALL PERMANENT SEEDING AND PLANTING. B. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT Engineering Punning - Surveying 1. r�M'F McComb Frank )_ s a Roos Associates, Inc. 148002&h Avenue North, Suite 140 Mmnescia-55447 phone: 763/476-6010- tax: 763147685M websile: WWW.a fia.com Client Anxon, Inc. 001 Ave,Marquette Suite 100 q I Minnea olis MN 55402 Minneapolis, 612-341-9148 Project Walgreens Location SW Quadrant of MN-7 & MN-41 Chanhassen, MN 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 925-227-1100 Certification I herebycer tify that this Ian specification r dY p p o report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws ^of the State of Minnesota. A Sean L. Cullen Registration No. 41911 Date: 02/01/2008 If applicable, contact us for signed pp a wet s gn d copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB/ii Drawn: dd/Ew Approved: RL/SC Book / Page: Phase: Preliminary Initial Issue: 02/01/2008 Revision History No. Date By Submittal / Revision A 02/15/08 ERW Revised Per City Comments B 02/22/08 JFJ Revised Per City Comments C 05/01/08 JFJ Revised Per City Comments Sheet Title EROSION CONTROL PLAN / SWPPP Sheet Number Revision UnOl Project No. ANX17252 FLAN FES INV EI_=985.28 Engineenng " Planning " Surveying BUILDING ROOF DR, TO SV ,:I AR -� STMH 7 (48.0) CAST: R-1733 -1 RIM=995.60 7�- INV=990.24 ' \ CB 8 (48.0) r r CAST: R-2561 NS - RIM=994.75 45'-12" RCP LE I INV=990.50 00.50% CONNECT NEW BUILDING SANITARY SEWER TO EXISTING 6" SEWER AT CLEANOUT INV=988.45 CORE DRILL CONNECTIONS PROPOSED TO EXISTING CATCH BASIN AT WALGREENS INV=989.50(N) 14,490 S.F. & INV=988.40(W)=996.00 INSTALL NEENAH R-1733 CASTING ADJUST CASTING LOCATION IN FIELD TO AVOID PROPOSED CURB LINE DRAIN CONNECT TO EXISTING 6" WATERMAIN WITH 6"-90" BEND i FIRE DEP CONNECTION 6" PLUG 1 - - (APPR X. LOCATION) END 5' FROM BLDG (APPROX. LOCATION) p APPROXIMATE an I TRANSFORMER. c I y LOCATION v " 144'-6t DRAINTILE VR 0 W RIM E! = 995,69 �I' II�'V. NW EL-984.59 I NV. E EL-990.19 y II N'� r RI'✓ EL=992 31 k f0 NV EL=9F,3.51 ! -`T I --_- - -_-_ SA SIGN EX CB RIM=993.32 INV=988.82 L� \� -'r I v b� I I N Y -RE-USE EXISTIN _ SANITARY SEWER SERVIC FILED VERIFY LOCA % \ a� -7= -_Jt _ (SLOPE=2.5%t) I , IT _ . _ E x, a 1 .RIV 493.08 v v ' CROSSING INFO i! w--987.78 12" RCP INV=988.70 \\\ I 59' 12" RCP - ( ) 0. F, CB TOP 6" PVC 986 8 1.00% CB 1 48"0 P I ------ /;,i�• I f R161 99187 CAST: R-3067 I A; " - � 1 ,` I Nv 98:.87 R CAST: R 1. STMH 3 (48 0) } j IE=989.00 1ia CAST: R-1733 y CONNECT TO EXISTING RIM=992.9 SANITARY SEWER MANHOLE INV=988.62 INV=984.78 CONNECT TO EXISTING ! c< 2" . Cr' f< EXISTING HYDRANT --- STORM SEWER j�� IE=980.78 tcr_" I STORM MI H rr a r., j INV EL.98�32 A I FL =985. CONNECT TO EX. _ - - - - - [tIIA om , '_ - - WATERMAIN WITH ` 91'-6" PV® 1D00% Ir " 38'-12" HOPE INV N EL 9.40 1 6 -45 BEND ®1.00% INV E/w LI-=981.83 ' I 6" VALVE STMH 6 (48.0) _ - CAST: R-4342 52 ( ; -� CLEANOUT RIM=993.7 I v INV=985.69 INV=989.06 1 ) 75'-6" PVC SDR26 - - 59' 12 HOPE 1, J I rn 0 1.00% t 01.00% WATERMAIN STMH 5 (48"0) I L 4: TOP PIPE �I I t J IN / ` /4 - P �"'' `\ �ELEV=984.50 CLEANOUT I CAST: R-4342 I x > ; RIM=993.5 /. I x z INV=986.44 1' 1 ' I INV=989.65 I I I t « EX B �- t SAIN Mk 1 eIM E! .= 994 _J 6" PLUG CORE DRILL DRAINTILE CONNECTION 9 - 21'-6" PVC SDR26 .5s END 5' FROMBLDG TO EXISTING STRUCTURE. " A. 0 1.00% 23 IF EXISTING STRUCTURE ALLOWS `�, I R lNV=986.65 to RELOCATE EXISTING CASTING TO PROPOSED CURB LINE. ' t`--- - 1 t FUTURE RETAIL OTHERWISE, REMOVE CASTING I 4,500 S.F. MAX & INSTALL NEENAH R-2548 FFE=994.70 IF f ! I c; 6" TEE T' it - 6" PIV / 6" PLUG END 5' FROM BLDG. II Z F F E -905.8 / FIRE DEPT CONNECTION (APPROX. LOCATION) = I HYDRANT FFE=s9s 6- - % W/6" VALVE I� 6" TEE d I CB 2 (48"0) CAST: R-3067 / t RIM=993.70 INV=989.70 car EX C8 �, RIM E�=993.83 INV EL-97213 i / 104'-12" RCP I- _ I I I i I i r� - EXISTING RETAIL � �\ / 01.00% 25,970 S.F. ^} } o1N / RIMC6=994.21 CORE DRILL CONNECTION I / / INV EL=988.11 TO EXISTING CATCH BASIN L`-- - - - - AT INV=988.67 REPLACE CASTING WITH NEENAH R-2548 1 � 6" DIP El 8" SAN 1 � / RIM EL.- 979.81 RIM L. ' 9 - - - \ / \ / .... INV. N EL.=968,81 I \ `' N, _ /\ / \ RIM E_.= 974.45 T INV. E/W EL=966.61 \\\ ??\\ IN`✓. N. EL.=964.35 � \ INV. E/W EL.=963.35 \ \ I � '. EX FES INV EL=966.8.. 12" RO� LOWER CASTING TO s9 RIM=944.30 i = IILIJ REPALCE CASTING WITH I __ EX FES I r NEENAH R-2548 I� i V INV EL=966.541 I II U r 6 PIV HYDRANT 6" VALVE 6" TEE I o � r t � f I75'-12" HDPE - ® 1.00% a M n \STMH 4 (27"0) ! t IN CAST: R-4342 RIM=993.50 I INV=990.40 CONNECT TO EXISTING 6" DIP WATERMAIN WITH 6"-45" BEND / 6" VALVE i i t t ' STORFv MH RIM E' = 996.15 1 , INS. E11.=983 25 "24' RCF µ EX CB RIM EL=1003.80 WV EL=997.40 e Ilk ¢, j rx CH 1 qI"d FL-1004.45 I o ! tuJ u 7Nii- < ! I vd .w. /41- t I i I I ,EX FES INV EL=999.93 0> 11 a _< I zz ._..[ 2 m I I W F- I M = V) ! I G. V � I E' '2. K{` - EX CB RIM FL=1006.67 INV E!=999.67 f 1 r � ! tI ll ;oo LEGEND��� PROPOSED EXISTING CURB & GUTTER STORM SEWER >> O ........ SANITARY SEWER > Q- sN ---0 FORCEMAIN(SAN.) >FM>--QO >M>-� WATERMAIN I -♦ w --� EASEMENT GAS LINE UG ELECTRIC UE -- TELEPHONE UT -- "wa��.f�a-.--- UTILITY NOTES THE UTILITY IMPROVEMENTS FOR THIS PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE "STANDARD UTILITIES SPECIFICATIONS" AS PUBLISHED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM), EXCEPT AS MODIFIED HEREIN. CONTRACTOR SHALL OBTAIN A COPY OF THESE SPECIFICATIONS. 1. ALL UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE TO CITY REQUIREMENTS. 2. CONTRACTOR SHALL NOT OPEN, TURN OFF, INTERFERE WITH, OR ATTACH ANY PIPE OR HOSE TO OR TAP WATERMAIN BELONGING TO THE CITY UNLESS DULY AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF ANY SCHEDULED OR UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE THE LIABILITY OF THE CONTRACTOR 3. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATERMAIN AND SEWER MAIN (BUILDING, STORM AND SANITARY) CROSSINGS. 4, ALL MATERIALS SHALL BE AS SPECIFIED IN CEAM SPECIFICATIONS EXCEPT AS MODIFIED HEREIN. 5. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. 6. ALL SANITARY SEWER TO BE PVC SDR-26, UNLESS NOTED OTHERWISE. 7. ALL WATERMAIN TO BE DUCTILE IRON - CLASS 52 WITH 7.5 FEET MINIMUM COVER. 8. ALL STORM SEWER PIPE TO BE REINFORCED CONCRETE PIPE WITH R-4 JOINTS, AND RUBBER GASKETS. 9, RIP RAP SHALL BE Mn/DOT CLASS 3. 10. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS 11. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR, BY CALLING GOPHER STATE ONE CALL AT 454-0002. 12, THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT 13. SAFETY NOTICE TO CONTRACTORS IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INC'_UDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 14. ALL AREAS OUTSIDE THE PROPERTY BOUNDARIES THAT ARE DISTURBED BY UTILITY CONSTRUCTION SHALL BE RE STORED IN KIND SODDED AREAS SHALL BE RESTORED WITH 6INCHES OF TOPSOIL PLACED BENEATH THE SOD 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 16. ALL SOILS TESTING SHALL BE COMPLETED BY AN INDEPENDENT SOILS ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. THE UTILITY BACKFILL CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS AND SOIL INSPECTIONS WITH THE SOILS ENGINEER. 0 30 60 mmmw Scale In Feet FRA combs Frank Roos Associates, Inc. 14WO 28N7 Avenue NcM, Suite 140 P67 VLd7 • MinneSM - 55447 phone: 763/476-6010• fax 763/476-85,32 v✓ebsw vvvvw.mda.com Client Anxon, Inc. 601 Marquette Ave, Suite 100 Minneapolis, MN 55402 612-341-9148 Project Walgreens Location SW Quadrant of MN-7 & MN-41 Chanhassen, MN 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 925-227-1100 Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Sean L. Cullen Registration No. 41911 Date: 02/01/2008 It applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: JB/JJ Drawn: JJ/EW Approved: RL/SC Book / Page: Phase: Preliminary Initial Issue: 02/01/2008 Revision History No. Date By Submittal / Revision A 02/15/08 ERW Revised Per City Comments B 02/22/08 JFJ Revised Per City Comments C 05/01 /08 JFJ Revised Per City Comments Sheet Title UTILITY PLAN Sheet Number Revision C&01 Project No. ANX17252 PLANF Engineering a Planning e Surveying we SEDIMENT TRAP AS MANUFACTURED BY 6" 1 Distance tot variable WIMCO,LLC.SHAKOPEE, MN., /2"r 3"r ,/2•r To Bituminous Material p 6 S `"L�yng ESS BROS.,LERETO, MN. OR SIMILAR S Nam Cub Cutter to be Uonsilionetl oZ-- '>r �o slope / { nto anmo"B6 8nbabI" typer al&eatchbmin, tO 3/4^ per It _,,Steel T Posts 24" in ground SPECFCADONS AND STANDARDS DESIGN ICAM " • f " � MnDOT B618 ZipTies Note: .",i. Nx u consmrrnaa 9TH EDman AuowAaE Axu wExan tnAo "/" Catchbosin Frame k Grote Neenah R-3067-V or uaI M Mtn L orate f ec - ' • Concrete Curb and Gutter Silt fence per MNDOT Aws =TRH^ F _ .�. o, ,-u. suFrc rrttoR eve � ROP specifications, machine slice source 2000, '-,.. machine sliced woven - 39 CAR 1926 =.mv AIR a 11 " TAF H =i WAMR FIfIW RATE mIROU I TYPE fF i MR) 0.707 da O 3- I 11 IHV(WW ahFFLOw FATE 5.9t cl, O 15' hroC A vgLC monofiloment, 36"wide fastened to P 1"-2"WASHED ROCK steel T-Posts with 3(501b) tensile Nam strength plastic zip ties per MODEL#CG23 .��' Cotchbasin to be depressed 2^ below design gutter line grade. V2 r 6• piat"nce to E vviaWe _ 3-r 1 /2 "r Top Bituminous Material o o T-Post. (Machine sliced) 6" Min. Depth of sill fence embedment. A " r $'� Neenah R3067-R shall be used at all low points. 314" It + MnDOT B612 /SO• �S, EROSION CONTROL un� = Concrete Curb and Gutter ti/jn,I A •V ✓ o FENCE - TYPE 1 OEiLECTOR PUTS � ISOMETRIC Curo hntGlotlerConcrele No Scale f NOTE: For Use Only with Private Driveways, F �F� r'Tjy; c- TO w CURB AssENelr ow+aarpz -TOP or awe Box 2 bl ye-60" Lon g s" 12' Parking Lots, or Medians. /C �O,p Rebara Each way 6"MIN.DEPTH FOR ROCK /`� 10"MIN.DEPTH FOR WOODCHIPS Gy0n1 R o o Note: 1a• MTER AssE"9Er 28"R- 12"R Top Bituminous Material OTC C/F /7/p Type 2 silt fence is the some as type I with hay bales installed as per detail 16 68^R S Vd�0��1 Type 2 to be used to ail c M MN\M� protect wetiands. f o 1/2".. -,_. _ SURMOUNTABLE i. N Concrete Curb and Gutter 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITEca g0 / Steel T Posts 24" in ground - 1 N 5' Min. Transition 5' Min. Transition w o �� Top of 17 1/2" 10 1/2" FILTER FABRIC ,spae`� ` x Curb 2" xa 28" 6' -,• ',., Hay or Straw Bales Two eoad slakes hien n^o3gh ode Is' to 2.0' into the cc-u 1a6H- w w ... • ....• .•-_..; - - — -- : W.W. -- l"Ballei to be recessed 6' below grade. HiaN-fIDR' FABRIC 4" 1 B ,/8.r Lip TIeS atlas are to be tied with o non-°eg`esuble Material, NOTE: Design gutter line grade 2 - #4-60" LONG NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK _ Clean filter media after each rain event and replace if filter is clogged with Rebars Each way Frame &Costing Bituminous Bituminous Curb TO STOP MUD MIGRATION THROUGH ROCK. sediment. OSurtace 6" Shoe Formed EROSION CONTROL Remove debris/sediment from receptacle after each rain event. SECTION A —A N FENCE - TYPE 2 No Scale CITY OF TYPICAL CURB CITY OF ROCK CONSTRUCTION CITY OF CHANHASSEN SILT 7 , CITY OF CHANHASSEN CATCH BASIN SEDIMENT TRAP CITY OF CHANHASSEN CURB CONSTRUCTION CHANHASSEN AND GUTTER CHANHASSEN FENCE AT CATCH BASIN ENTRANCE REVISED:2-97 DATE: I� PLATE NO.: 5203 REVISED: 1-06 DATE: PLATE NO.: 5301 REVISED: 1-04 DATE' � PLATE NO.: 5300 REVISED: 1-05 GATE' � _O^ `t PLATE NO.: 53J2A REVISED: 1-06 DATE: PLATE NO.: /� 31V6 FILE NAME: 393_5203 FILE NAME: 393_5301 FILE NAME: 393_5300 FILE NAME:393_5302A FILE NAME, 393_3106 DROP LID we 7.5' Minimum cover required WATER Tyler No. 6860 over top of water main. w cYj 24"x36" slab opening for Neenah Mueller Bibby -Ste -Croix No. H-10361 No. B-5160 Ld 0 0 a1 R3067-V or equal PROVIDE VALVE STEM RISERS w o z Sigma No. VB2600W TO WITHIN 6" OF THE SURFACE o � l� IF THE DISTANCE FROM N N w z i o THE TOP NUT OF THE VALVE TO a Note: THE SURFACE IS GREATER THAN 8'. p o 1- L Grate shown 2- R Grates shall be used at all low Grade ° 0- -' points. m z x o >¢ ca m a. TOP Adjust top to 3/4" below o U n m CO Of o < x w N Neenah R3067-V casting and grate or equal. Tyler Mueller Bibby -Ste -Croix Sigma No. 6860 No. H-10361 No. VB502 No. VB630G 26" 26" 27" grade. Box to be set to provide 12" of adjustment. m ° 3 T -° w o 0 z w > > t o �I a 'NIW ,L of ¢ tN w ;o = a a 3 o 0 3 a- PLAN Minimum of 2 maximum of 5-2" Sigma No.VB630 0 m0 \\\ o 6" Conc. collar concrete adjustment rings with full beds of mortar. Tyler No. 6860 Mueller No. H-10357 c0 a ° i w a ca 3 m ¢ o Precast concrete or EXTENSION Bibby -Ste -Croix B-5001 w a a 3 zz a HOPE adjusting rings. Tyler Gate valve box, screw type, N w o < r 1O ° No. 59 1 B" 3 piece, 5 1�4" shaft, size m o a a w 6" recast reinforced concrete slab. p No. 60 24" G box, 7'-6 extended, U N > Top of barrel section under to slab p to hove flat top edge sealed with Mueller No. 58 No. 59 14" 20" #6 round base a E z 1W z oa tO �3 2 beads of Romnek or equal. Bibby -Ste -Croix � a < o I o E VB520 No. 57 9" GATE VALVE ADAPTER: 1 4' / U) o _ 0 'XVW ,S'L All.joints in manhole to have r "O" VB 521 No. 58 14" STEEL WITH PROTECTIVE c ° 0 w x w a a c Varies ring rubber gaskets. VB522 No. 59 20" COATING, 1 2" RUBBER / m - o w m ca g 4'-0" Typ. Precast concrete section VB523 No. 60 26" GASKET INSTALLED BETWEEN ,a "> w NOTES: 1. Doghouses shall be grouted on Sigma BOTTOM No. VB630 THE GATE VALVE AND GATE VALVE ADAPTER. m = - Q v 1 z / o 4 ■ - a m r1Q,> w? z o aam 5" 0 ■��< both the outside and inside. Tyler No. 6860 65" iZS �� 2. No block structures are allowed. Mueller No. H-10361 65" Mueller or American - c- u I JfANp� Bibby -Ste -Croix No. V8516 60" Flow Control t ocso�� z F wo W x �o�oowa U4 jpa Grmw Manhole steps, Neenah R1981 J or Sigma No. VB6302 60" Resiliant Wedge Valve m J z ry z o= a �a w 0 0 'a a a m 0� equal, 16" D.C., Aluminum steps approved.0 Valve and plastic wrapped Box to be per Conforming to AWWA L,_ C-515-80 standards with all stainless steel c ° z o , 00 0- k- m d1- W p1Q m , p3 0 z `� �`_^ 3' . � a=aw m- ut6%i aw> z^Zm-Fa 4a +" section 2.03a nuts & bolts. Do m wD'UO z ° 0 r-la r 0 a �6" 2Q ` Minimum slab thickness, 6" for 14' BASE T 0 W m>UZ0 f p w z U-z m iv t`+ w r a , � i .a depth. Increase thickness 1" for C, worm < �aZ V\�ZO _ each i of depth greater than 1d, and reinforce with 6"x6" 10/10 mesh. L 1 wr m°z" r100 10p�00 (ni-0 ZJ�O�LJ co o ­ ¢sari-'Pxaa •-""4a N a O�Hn36ei ao Grout bottom of manhole to 1/2 a'� w0vu Cof ¢-U O� m<> <� o z SECTION diameter at pipe and slope ' 18"X18"X8" concrete block 0C z 0- � a o:a- OUF ¢w >w-D'xw o a W rxw grout 2" toward invert. w <� 7L,0 I -in mom CITY OF CATCH BASIN CITY OF *1 CHANHASSEN GATE VALVE AND AND BOX y CITY OF CHANHASSEN TYPICAL HYDRANT CHANHASSEN MANHOLE INSTALLATION REVISED: 1-06 DATE: PLATE NO.: 3102 REVISED: 1-06 DATE: PLATE NO.: 1006 7 REVISED: 1-06 DATE: PLATE NO.: 7 1004 FILE NAME:393_3102 FILE NAME: 393_1006 FILE NAME393_1004 FINISHED GRADE 1.5" BITUMINOUS WEARING COURSE, Mn/DOT SPEC. 2360 LV TACK COAT, Mn/DOT SPEC. 2357 1.5" BITUMINOUS BASE COURSE, Mn/DOT SPEC. 2360 LV 7" AGGREGATE BASE, CLASS 5 (100% CRUSHED) Mn/DOT SPEC. 2211 COMPACTED SUBGRADE LIGHT -DUTY BITUMINOUS PAVEMENT SECTION FINISHED GRADE 2" BITUMINOUS WEARING COURSE, Mn/DOT SPEC. 2360 LV TACK COAT, Mn/DOT SPEC. 2357 2" BITUMINOUS BASE COURSE, Mn/DOT SPEC. 2360 LV 9" AGGREGATE BASE, CLASS 5 (100% CRUSHED) Mn/DOT SPEC. 2211 HEAVY-DUTY PAVEMENT COMPACTED SUBGRADE BITUMINOUS SECTION KEYED NOTES OF PARKING STALL Oj 6"0 STANDARD STL. PIPE CONCRETE FILLED IN 6 RECEIVING LOCATIONS 1'-6" 2'-3" 1'-9" INCLUDING UTILITIES, TRASH ENCLOSURE, AND SPRINKLER 1 N o RISERS; 4"0 STL. PIPE 3'-6" m 1 CONCRETE FILLED AT O 1- o DRIVE-THRU CANOPY ISLAND KEYED NOTES m e I m AND FRONT WALK. PROVIDE 2 I I w 1/4" WELDED CLOSURE O PREFABRICATED o v m PLATE AT BOTTOM. ALL 3 WELDED CAP W/ t2" t2" on LANE WIDTH a N 6 STEEL TO BE RUST FREE STAINLESS STEEL M AND PRIME COATED. SCREWS. ' O BOLLARDS ON WALK TO iO z 2 STANDARD USIDE R7-8 OR WE InR WE RECEIVE GRAY POLYETHYLENE � o IVJ! a COVER. ALL OTHERS TO SIGN (BOTH SIDES -WHERE a, RECEIVE A YELLOW COVER z APPLICABLE). up ° ° 3 (FROM IDEAL SHIELD 1` 313-842-7290). 20 - 6 - T PAINT IENAMEL LWHITE BE 0 O TOP OF PAVEMENT. (FILL W/ CONC.). I 4 O 24"0 CONCRETE FOUNDATION. O SUPPLEMENTAL SIGNS, USE SONOTUBE FORM. 7 "VAN ACCESSIBLE" NOTES: - - - AND/OR $-FINE AS 1. PAINT COLOR TO BE "YELLOW" O 3/8"0 WELDED HOOPS. APPLICABLE. FOR ARROW AND LETTERS. a.. 18"0 TOP, BOTTOM, AND v I I "DRIVE-THRU" AND "STOP" LETTERS CENTER. I I 0 FINISHED GRADE. TO BE ELONGATED HELEVETICA O5 SOLID UNDISTURBED SOIL. u O 18" DIA. CONCRETE MEDIUM - 4" WIDE STROKES. 5 FOOTER BELOW FROST PROVIDE PITCH, SMOOTH 2. PAINT BLACK OUTLINE AROUND ( ) ARROW ANDD LETTERS FOR PROJECTS CONCRETE FINISH. LINE 4'-0" MIN.. WITH CONCRETE PARKING LOTS. PAVEMENT PAINTING FRA tombs Frank Roos Associates, Inc. 14900 2M Avenue Allortl't Suite 140 PVrfi - Minnesota • 55447 phone: 7631476-6D10- III 763/476,65M websil wwwv.mmta..com Client Anxon, Inc. 601 Marquette Ave, Suite 100 Minneapolis, MN 55402 612-341-9148 Project Walgreens Location SW Quadrant of MN-7 & MN-41 Chanhassen, MN 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 925-227-1100 Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional ENGINEER under the laws of the State of Minnesota. Sean L. Cullen Registration No. 41911 Date: 02/01/2008 If applicable, contact us for a wet signed copy of this plan which is available upon request at McCombs Frank Roos Associates, Inc., Plymouth, MN office. Summary Designed: jB/dd Drawn: JJ/EW Approved:RUSC Book/ Page: Phase: Preliminary Initial Issue: 02/01/2008 Revision History No. Date By Submittal / Revision A 02/15,08 ERW Revised Per City Comments B 02,i22/08 JFJ Revised Per City Comments C 05/01/08 JFJ Revised Per City Comments Sheet Title CIVIL DETAILS Sheet Number Revision C9001 TYPICAL PIPE BOLLARD ACCESSIBLE PARKING SIGN & POST Project No. ANX17252 Flom,AA/Cr PLANTING NOTES 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF 17. USE ANTI -DESICCANT (WILTPRUF OR APPROVED EQUAL) ON PESTS AND DISEASE AND BE CONTAINER GROWN OR BALLED AND DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED BURLAPPED AS INDICATED IN THE LANDSCAPE LEGEND. ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION, ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER 2, ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND PROTECTION DURING WARRANTY PERIOD. MEET ALL REQUIREMENTS SPECIFIED. 18. PLANTING SOIL FOR TREES, SHRUBS AND GROUND COVERS: 3. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT FERTILE FRIABLE LOAM CONTAINING A LIBERAL AMOUNT OF HUMUS ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, AND CAPABLE OF SUSTAINING VIGOROUS PLANT GROWTH. IT SHALL DURING, OR AFTER INSTALLATION. COMPLY WITH MN/DOT SPECIFICATION 3877 TYPE B SELECT TOPSOIL, 4. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED MIXTURE SHALL BE FREE FROM HARDPACK SUBSOIL, STONES, ETC. SOIL MIXTURE SHALL HAVE A PH UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. CHEMICALS, NOXIOUS WEEDS, BETWEEN 6.1 AND 7.5 AND 10-0-10 FERTILIZER AT THE RATE OF 3 5. ALL PLANTING STOCK SHALL CONFORM TO THE "AMERICAN POUNDS PER CUBIC YARD. IN PLANTING BEDS INCORPORATE THIS STANDARD FOR NURSERY STOCK," ANSI-Z60, LATEST EDITION, OF MIXTURE THROUGHOUT THE ENTIRE BED BY ROTOTILLING IT INTO THE THE AMERICAN ASSOCIATION OF NURSERYMEN, INC. AND SHALL TOP 12" OF SOIL. CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT 19. ALL PLANTS SHALL BE GUARANTEED FOR ONE COMPLETE MATERIALS. GROWING SEASON (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE 6. EXISTING TREES AND SHRUBS TO REMAIN SHALL BE PROTECTED SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF TO THE DRIP LINE FROM ALL CONSTRUCTION TRAFFIC, STORAGE OF REPLACEMENT INCLUDING LABOR AND PLANTS. MATERIALS ETC. WITH 4' HT. ORANGE PLASTIC SAFETY FENCING 20. CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AT ADEQUATELY SUPPORTED BY STEEL FENCE POSTS 6' O.C. MAXIMUM LEAST 3 DAYS PRIOR TO PLANNED DELIVERY. THE CONTRACTOR SPACING. SHALL NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN 7. ALL PLANT MATERIAL QUANTITIES, SHAPES OF BEDS AND ADVANCE OF BEGINNING PLANT INSTALLATION. LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR SHALL BE 21. SEASONS / TIME OF PLANTING AND SEEDING: NOTE: THE RESPONSIBLE FOR COMPLETE COVERAGE OF ALL PLANTING BEDS AT CONTRACTOR MAY ELECT TO PLANT IN OFF-SEASONS ENTIREL Y AT EXACT SPACING SHOWN AND ADJUSTED TO CONFORM TO THEE HER RISK. HIS/HER CONDITIONS OF THE SITE. THE LANDSCAPE ARCHITECT SHALL OF ALL PLANT MATERIALS PRIOR DECIDUOUS POTTED PLANTS: APRIL 1-JUNE 1; AUG. 21-NOV. 1 APPROVE THE STAKING LOCATION DECIDUOUS B&B: APRIL 1-JUNE 1; AUG. 21-NOV. 1 TO INSTALLATION. EVERGREEN POTTED PLANTS: APRIL 1-JUNE 1• AUG. 21-OCT. 1 8. ALL TREES MUST BE PLANTED, MULCHED, AND STAKED AS EVERGREEN B&B: APRIL 1-MAY 15; AUG. 21-SEPT. 15 SHOWN IN THE DETAILS. TURF/LAWN SEEDING: APRIL 1-JUNE 1; JULY 20-SEPT. 20 9. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS NATIVE MIX SEEDING: APRIL 15-JULY 20; SEPT. 20-OCT. 20 E MULCH CLEAN AND FREEOF �8. ��. SHREDDED HARDWOOD 22. MAINTENANCE SHALL BEGIN IMMEDIATELY AFTER EACH PORTION NOXIOUS WEEDS OR OTHER DELETERIOUS MATERIAL, IN ALL MASS OF THE WORK IS IN PLACE. PLANT MATERIAL SHALL BE PROTECTED PLANTING BEDS AND FOR TREES, UNLESS INDICATED AS ROCK INSTALLATION AND MAINTAINED UNTIL THE INS TALL OF THE PLANTS IS MULCH ON DRAWINGS. SUBMIT SAMPLE TO LANDSCAPE ARCHITECT COMP BEEN MADE AND PLANTINGS ARE L ETE INSPECTION HAS BE PRIOR TO DELIVERY ON -SITE FOR APPROVAL. DELIVER MULCH ON ACCEPTED EXCLUSIVE OF THE GUARANTEE. MAINTENANCE SHALL DAY OF INSTALLATION. USE 4" FOR TREES, SHRUB BEDS, AND 3" INCLUDE WATERING, CULTIVATING, MULCHING, REMOVAL OF DEAD FOR PERENNIAL/GROUND COVER BEDS, UNLESS OTHERWISE MATERIALS, RE -SETTING PLANTS TO PROPER GRADE AND KEEPING PLANTS IN A PLUMB POSITION. AFTER ACCEPTANCE, THE OWNER DIRECTED. SHALL ASSUME MAINTENANCE RESPONSIBILITIES. HOWEVER, THE 11. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND CONTRACTOR SHALL CONTINUE TO BE RESPONSIBLE FOR KEEPING THE IF DISCREPANCIES EXIST. THE SPECIFICATIONS TAKE PRECEDENCE TREES PLUMB THOUGHOUT THE GUARANTEE PERIOD. OVER THE PLANTING NOTES AND GENERAL NOTES. 23. ANY PLANT MATERIAL WHICH DIES, TURNS BROWN, OR DEFOLIATES 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY AND PLANTING SOIL QUANTITIES TO COMPLETE THE WORK SHOWN ON REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME THE PLAN. VERIFY ALL QUANTITIES SHOWN ON THE LANDSCAPE SPECIES, QUANTITY, AND SIZE AND MEETING ALL LANDSCAPE LEGEND LEGEND. SPECIFICATIONS. 13. LONG-TERM STORAGE OF MATERIALS OR SUPPLIES ON -SITE 24. WATERING: MAINTAIN A WATERING SCHEDULE WHICH WILL WILL NOT BE ALLOWED. THOROUGHLY WATER ALL PLANTS ONCE A WEEK. IN EXTREMELY HOT, 14. THE CONTRACTOR SHALL KEEP PAVEMENTS, PLANTERS AND DRY WEATHER, WATER MORE OFTEN AS REQUIRED BY INDICATIONS OF BUILDINGS CLEAN AND UNSTAINED. ALL PEDESTRIAN AND VEHICLE HEAT STRESS SUCH AS WILTING LEAVES. CHECK MOISTURE UNDER ACCESS TO BE MAINTANED THROUGHOUT CONSTRUCTION PERIOD. ALL MULCH PRIOR TO WATERING TO DETERMINE NEED. CONTRACTOR WASTES SHALL BE PROMPTLY REMOVED FROM THE SITE. ANY PLANT SHALL MAKE THE NECESSARY ARRANGEMENTS FOR WATER. STOCK NOT PLANTED ON DAY OF DELIVERY SHALL BE HEELED IN 25. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL AND WATERED UNTIL INSTALLATION. PLANTS NOT MAINTAINED IN ACCEPTANCE INSPECTION. THIS MANNER WILL BE REJECTED. ANY DAMAGE TO EXISTING FACILITIES SHALL BE REPAVED AT THE CONTRACTOR'S EXPENSE. 26. IRRIGATION SYSTEM TO BE DESIGN BUILD. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING 27. ALL DISTURBED AREAS TO BE SEEDED, ARE TO RECEIVE 4" TOP WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS SOIL, SEED, MULCH, AND WATER UNTIL A HEALTHY STAND OF GOVERNING THE WORK. GRASS IS OBTAINED. 16. LOCATE AND VERIFY ALL UTILITIES, INCLUDING IRRIGATION LINES, WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL AT 454-0002 (TWIN CITIES METRO AREA) OR 800-252-1166 (GREATER MINNESOTA) 48 HOURS BEFORE DIGGING. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND REPAIR OF ANY DAMAGES TO SAME. NOTIFY THE LANDSCAPE ARCHITECT OF ANY CONFLICTS TO FACILITATE PLANT RELOCATION. LANDSCAPE LEGEND KEY BOTANICAL NAME ICOMMON NAME I SIZE I ROOT I OTY. I REMARKS DECIDUOUS TREES Celtis occidentalis COMMON HACKBERRY 2.5" BB 16 Sorbus decors SHOWY MOUNTAIN ASH 2.5" BB 16 Amelanchier x grondiflora AUTUMN BRILLIANCE SERVICEBERRY 2.5" BB 13 'Autumn Brilliance' CONIFEROUS TREES �ljllr//�iG Piceo glouca densata BLACKHILLS SPRUCE 6' HT. 10 SHRUBS Q Viburnum dentatum 'Christom' BLUE MUFFIN VIBURNUM #5 CONT. 37 O Cornus racemosa GREY DOGWOOD #5 CONT. 0 Physocarpus opulifolius 'Monlo' DIABOLO NINEBARK #5 CONT. 37 Q Aronia melanocarpa 'Autumn Magic' AUTUMN MAGIC CHOKEBERRY #5 CONT. 39 FnR WAT.GRFF.NS PAD LANDSCAPE CODE REQUIREMENTS PLANT TYPE QUANTITY REQUIRED PROPOSED ISLAND AREA (8% PAVING AREA) 18,831*.08=1,506 SF 2,058 SF PAVING AREA = 18,831 SF ISLAND TREE REQUIREMENTS 2,058/250= 8 TREES 8 TREES (1 TREE/250 SF LANDSCAPED AREA) BUFFERYARD REQUIREMENTS = BUFFERYARD 'D' 5 CANOPY 5 CANOPY (100' = 5 CANOPY, 10 UNDERSTORY, 15 SHRUBS 11 UNDERSTORY 11 UNDERSTORY (175' = 9 CANOPY, 18 UNDERSTORY, 26 SHRUBS) 16 SHRUBS 16 SHRUBS (50' WIDE MULTIPLIER 0.6 = 5 CANOPY, 11 UNDERSTORY, 16 SHRUBS) BUFFERYARD REQUIREMENTS = BUFFERYARD 'D' 3 CANOPY 3 CANOPY (100' = 5 CANOPY, 10 UNDERSTORY, 15 SHRUBS) 7 UNDERSTORY 10 UNDERSTORY (50' WIDE MULTIPLIER 0.6 = 3 CANOPY, 7 UNDERSTORY, 10 SHRUBS) 10 SHRUBS 10 SHRUBS NOTES: 1. SHREDDED BARK MULCH TYPICAL IN ALL SHRUB AND GROUND COVER AREAS. EDGER TYPICAL WHERE PLANTING BEDS INTERFACE WITH LAWN. 2. PLANTING BED EDGER BLACK DIAMOND EDGER OR EQUAL. FOLLOW OUTLINE OF MATURE PLANT SIZE OR BED LINE AS SHOWN ON PLAN. EASE TRANSITION BETWEEN CURVES. LANDSCAPE ARCHITECT TO APPROVE FINAL BED LAYOUT. 3. ALL PLANTED AREAS TO BE IRRIGATED. 4. SEED, SOD OR PLANT ALL DISTURBED AREAS. SOD ALL DISTURBED AREAS NOT OTHERWISE NOTED. 5. SEED HILLSIDE NATURAL PLANTING PER MnDOT SEEDING SPECIFICATIONS MANUAL 2005. ESTABLISH SEED MIXTURE 330 "SHORT DRY" MIX (84.5 LBS/ACRE) BELOW THE HWL. --SOD ALL DISTURBED AREAS - /EX. TREES -TO EX. TREE TO 'REMAIN �J--e�- : „ REMAIN , l , Cn / �� �f .6' 'HIRED 'HIRED,J� _'rr=AR301 -- -- -- ---�- T - / 2NAI Ow, 1 --- i / ,I a 1' UL BLDG- I! A II.I' BLACK POLY EDGER i II i l l I j l i 1' IIIII I If , SOD III I PROPOSED / I I 1 ; i I I I L � I - L% I , I lit I ! I SEED WITH WALGREENS T MnDOT MIX 330 1h 1 !, V I I 1114,490 S.F. III t FFE=996.00. r ` I lx I I I _ I ,III ,iII p \, / 1 = u It iIIIIi 1 I r it S 7 I NilI 1 !- `+'III ! r I 'I \ 1 o. \ \ \ \ \ ��1 �. ,•a . �..`-,.mow+ ...i.° - - __-. __ - - __ \ I v.'oI Y v9y� vv wv� \ i '�.✓' ��k ti�hllr/7 _ / . \ I --cam - \ itl� III /1I,, i11 ! l / � I' <! c i I i �� �� •\ ' �� V 1� 111 I I I �I i I I �I /v II � I { ' ••`�`' I � I I � ' 11 II!IIIlIiI IIII I �i j it I---- I -I _' Ir9 ' --- ., 11 , i I IIIII 'IIiII i ! I III 1 I -"e._.-,-�•--•__�w.�._,,,__ ..T,_'_.,�.i '- I I t 1 , 1 IIII III.�IIII a .� (I �' -. Fc A ' 4 I I I I I I I I I 11 � I I IIII III IIIII I � I _ G95.8 �+ I ' ' � I1 I,IIIIIj�1llll !I I I I 1\ V. Vi 11 II II IIII I I II1111 I I i V \ \ ) II�I1111'111, 1t I iI I \ 1 1 I IIIII • , I I �\ - 'q- \ \ t I I II I I I I I ':I I I II', • 11` V \� \I ll1,l IIII !1,\\1%, 9� •. vv 'Vi Vl,I�l illiIll4V AA'V � I _ 1. SCARIFY BOTTOM AND SIDES OF HOLE NOTE: GUY ASSEMBLY OPTIONAL PRIOR TO PLANTING BUT CONTRACTOR ASSUMES FULL 1. SCARIFY BOTTOM AND SIDES OF HOLE PRIOR RESPONSIBILITY FOR MAINTAINING TO PLANTING NOTE: GUY ASSEMBLY OPTIONAL 2. TRIM OUT DEAD WOOD AND WEAK AND/OR BUT CONTRACTOR ASSUMES FULL DEFORMED TWIGS. DO NOT CUT A LEADER. TREE IN A PLUMB POSITION FOR RESPONSIBILITY FOR MAINTAINING THE DO NOT PAINT CUTS. SEE SPECS REGARDING THE DURATION OF THE 2. TRIM OUT DEAD WOOD AND WEAK AND/OR IN A PLUMB POSITION FOR THE PRUNING OF ALL OAKS. GUARANTEE PERIOD DEFORMED TWIGS. W NOT CUT A LEADER. 9Q DURATION OF THE GUARANTEE PERIO NOT PAINT CUTS. 3. SET PLANT ON UNDISTURBED NATIVE GUY ASSEMBLY- 16' POLYPROPYLENE SOIL OR THOROUGHLY COMPACTED OR POLYETHYLENE (40 MIL) 1-1/2" 3. SET PLANT ON UNDISTURBED NATIVE SOIL OR GUY ASSEMBLY- 16" POLYPROPYLENE BACKFILL SOIL INSTALL PLANT SO THE WIDE STRAP (TYP) DOUBLE STRAND 10 THOROUGHLY COMPACTED BACKFILL SOIL. OR POLYETHYLENE (40 MIL) 1-1/2- ROOT FLARE IS AT OR UP TO 2" GA. WIRE, 2-7' ROLLED STEEL POSTS INSTALL PLANT SO THE ROOT FLARE IS AT OR WIDE STRAP (TYP) DOUBLE STRAND 1 ABOVE THE FINISHED GRADE. (MnDOT 3401) O 181Y O.C. (SEE UP TO 2" ABOVE THE FINISHED GRADE. GA. WIRE, 2-7" ROLLED STEEL POST 4. PLACE PLANT IN PLANTING HOLE STAKING DIAGRAM) 4. PLACE PLANT IN PLANTING HOLE WITH BURLAP (TODDY 3IAG M 180' O.C. (SEE WITH BURLAP AND WIRE BASKET, AND WIRE BASKET, (IF USED), INTACT. BACKFILL STAKING DIAGRAM) (IF USED), INTACT. BACKFILL WITHIN COORDINATE STAKING WITHIN APPROXIMATELY 12" OF THE TOP OF COORDINATE STAKING TO INSURE UNIFORM APPROXIMATELY 12" OF THE TOP OF ROOTBALL, WATER PLANT. REMOVE TOP 1/3 TO INSURE UNIFORM ROOTBALL, WATER PLANT. REMOVE TOP 2 12 ORIENTATION OF GUY OF THE BASKET OR THE TOP TWO 2 12 ORIENTATION OF GUY LINES AND STAKES 1/3 OF THE BASKET OR THE TOP TWO 12 HORIZONTAL RINGS, WHICHEVER IS GREATER. ONES AND STAKES HORIZONTAL RINGS, WHICHEVER IS REMOVE ALL BURLAP AND NAILS FROM TOP 12 GREATER. REMOVE ALL BURLAP AND STAKING DIAGRAM 1/3 OF THE BALL. REMOVE ALL TWINE. NAILS FROM TOP 1/3 OF THE BALL. z STAKING DIAGRAM REMOVE ALL TWINE. 5. PLUMB AND BACKFILL WITH BACKFILL zu TREE WRAP FROM BELOW MULCH LINE SOIL. GUY WIRE WITH WEBBING 5. PLUMB AND BACKFILL WITH BACKFILL I ' TO FIRST BRANCH OPTION "' SOIL '< I 6. WATER TO SETTLE PLANTS AND FILL FLAGGING- ONE PER WIRE PERFORATED SLR PVC COLLAR VOIDS. 4"-6" SHREDDED BARK MULCH 6. WATER TO SETTLE PLANTS AND FILL I VOIDS. ! 4"-6" SHREDDED BARK MULCH 7. WATER WITHIN TWO HOURS OF 1--EXISTING GRADE 7. WATER WITHIN TWO HOURS OF WC EXISTING GRADE INSTALLATION. WATERING MUST BE i! INSTALLATION, WATERING MUST BE SUFFICIENT TO THOROUGHLY SATURATE 3� MINIMUM 1/2 WIDTH OF ROOT BALL SUFFICIENT TO THOROUGHLY SATURATE 1 PLANTING SOIL MIXTURE (SEE SPEC.) ROOT BALL AND PLANTING HOLE. ROOT BALL AND PLANTING HOLE. _ MINIMUM 1/2 WIDTH OF ROOT BALL 8. PLACE MULCH WITHIN 48 HOURS OF ' PLANTING SOIL MIXTURE (SEE SPEC.) 8. PLACE MULCH WITHIN 48 UNDISTURBED OR STABILIZED THE SECOND WATERING UNLESS SOIL ��UNDISTURBED OR STABILIZED HOURS OF THE SECOND WATERING MOISTURE IS EXCESSIVE. , _ �j SUBSOILS UNLESS SOIL MOISTURE IS SUBSOILS EXCESSIVE. DECIDUOUS TREE PLANTING DETAIL NO NIFNEROUS TREE FEINTING DETAIL A NOT TO SCALE B - -9,98 Ni ------------ -,1� ti' ( LO N�f QiJBILd 00 �96-'--- ---- i - - _--------995--- -� i LT ,- SA SIGN I , RE4 i 1 aJ86*30 4 pss l !! d ''} 1 RELAINEES TO i h 64 15 BLDG A I G �. ! � I q •---- I I I I I / I ! I ! I I 1 ✓ i I 1 � I I -4 .2 i \ 1 I I I =99 h. G' I I / 1 1 i - 1 I 1 R-30 0�` , I I I d A' uu' 202. / yQD ALL DISTURBED -' t ` v i AREAS i a, 994 !/I CD L- - 1 `` '4 SOD ALL DISTURBEb / AREAS rib,- 9 RI I' i i ,\00`•� r •11 .� II m � _ I� � U \ FUTURE RETAIL ' 4,500 S.F. MAX _ 9g FFE=994.70 LT Sig BLACK POLY �� I • 1' T EDGER i Y 0" \ i BLAC POLY �' \ \ \ �O �WY• \ EDGER \�gO, SOD ALL DIPTURBED '1 / / AREAS EXISTING RETAIL 35� � �D�$TUABEI 25,970 S.F. ` \\i ` NfITH I 91� TMIX 530 O 1 / / I E D p S i L ✓ /' �� I I I I I / 01 I I I I ate'/ii/ 0I 001 i•!J / ( �1v i 0 30 60 _ -'N Scale In Feet Engineering • Planning " Surveying tombs Frank Roos Associates, Inc. 14800 2M Avenue N bint?, SUde 140 Plyrr7Gutl7- Mnnescite • 55447 phone: 7631476-6010 • be 70476,6= vv i(e: vivvimmilla0orn Client Anxon, Inc. 601 Marquette Ave, Suite 100 Minneapolis, MN 55402 612-341-9148 Project Wafgreens Location SW Quadrant of MN-7 & MIS-41 Chanhassen, MN 7700 Market Blvd P.O. Box 147 Chanhassen, MN 55317 925-227-1100 Certification Summary Designed: BC Drawn: BC/HK Approved: BC Book / Page: Phase: Preliminary Initial Issue: o2/01/2008 Revision History No. Date By Submittal / Revision A 02/15/D8 ERW Revised Per City Comments B 02/22/08 JFJ Revised Per City Commends C 05/01/08 JFJ Revised Per City Commends Sheet Title LANDSCAPEPLAN Sheet Number Revision Ll Project No. ANX17252 PL-0 H A Walgreen Co. r Real Estate Law Department 104 Wilmot Road, Intl Floor MS #1420 Deerfield. llRnols 60015 Attr: Jennifer Mitchell Document No. OFFICE OF THE A8 0.7 8 COUNTY RECORDER CARVER COUNT(, MINNESOTA Fee:$ 48.00 Chet4AM CerMied Recorded on 03-27-M at 03480781Carl W. COVENANTS CONDITIONS AND RESTRICTIONS THIS SECOND AMENDMENT TO OPERATION AND EASEMENT AGREEMENT WITH COVENANTS, CONDITIONS AND RESTRICTIONS (the "Agreement") is made and entered into this 20"r- day of mAdte * , 2008, by SEV 41, LLC, a Minnesota limited liability company (the "Parcel A Owner"), and �rid41 '� LLG a(n) A1jepesb-rL tsw;+el I;.tAtt r (the `Parcel B Owner"). Ce MPan Y RECITALS A. The Parcel A Owner is the owner of that certain real property situated in the City of Chanhassen, County of Carver State of Minnesota, more particularly described on Exhibit "A" attached hereto and incorporated herein by this reference ("Parcel A"). B. The Parcel B Owner is the owner of that certain real property situated in the City of Chanhassen, County of Carver, State of Minnesota, more particularly described on Exhibit "A" attached hereto and incorporated herein by this reference ("Parcel B"). C. The Parcel B Owner intends to develop Parcel B for use by Walgreen (hereinafter defined). D. The Parcel A Owner intends to simultaneously or thereafter develop or allow or cause the development of Parcel A as a retail/commercial site. E. Parcel A and Parcel B are currently encumbered by an Operation and Easement Agreement, dated January 5, 1998 and recorded with the Carver County Recorder as Document No. 220591, as amended and restated by the Amended and Restated Operation and Easement Agreement, dated June 1, 1999 and recorded with the Carver County Recorder as Document No. 251431 (collectively the "Easement Agreement°) which established certain easements and imposed certain restrictions on Parcel A and Parcel B. The parties hereto desire to amend and restate the Easement Agreement, impose certain easements upon the Parcels, and to establish certain covenants, conditions and restrictions with respect to said Parcels, for the mutual and reciprocal benefit and complement of Nfetro Legal Semites COWAT 29652 A 855126 EAS 53424 Parcel A and Parcel B and the present and future owners and occupants thereof, on the terms and conditions hereinafter set forth. NOW, THEREFORE, in consideration of the above premises and of the covenants herein contained, the Parcel A Owner and the Parcel B Owner hereby covenant and agree that the Parcels and all present and future owners and occupants of the Parcels shall be and hereby are subject to the terms, covenants, easements, restrictions and conditions hereinafter set forth in this Agreement, so that said Parcels shall be maintained, kept, sold and used in full compliance with and subject to this Agreement and, in connection therewith, the parties hereto on behalf of themselves and their respective successors and assigns covenant and agree as follows: AGREEMENTS 1. Definitions. For purposes hereof: (a) The term "Owner" or "Owners" shall mean the Parcel A Owner (as to Parcel A) and the Parcel B Owner (as to Parcel B) and any and all successors or assigns of such persons as the owner or owners of fee simple title to all or any portion of the real property covered hereby, whether by sale, assignment, inheritance, operation of law, trustee's sale, foreclosure, or otherwise, but not including the holder of any lien or encumbrance on such real property. (b) The term "Parcel" or "Parcels" shall mean each separately identified parcel of real property now constituting a part of the real property subjected to this Agreement as legally described on Exhibit "A" and identified on the Site Plan (defined hereinbelow), that is, Parcel A and Parcel B, and any future subdivisions thereof. The Parcels shall also be referred to herein as the 'Development". (c) The term "Permittees" shall mean the tenant(s) or occupant(s) of a Parcel, and the respective employees, agents, contractors, customers, invitees and licensees of (1) the Owner of such Parcel, and/or (ii) such tenant(s) or occupant(s). (d) The term "Common Area" shall mean those portions of Parcel A and Parcel B that are outside of exterior walls of buildings or within the area reserved for future development on the Site Plan or other structures from time to time located on the Parcels, and which are either unimproved, or are improved as (without limitation) parking areas, landscaped areas, driveways, roadways, walkways, Sight standards, curbing, paving, entrances, exits and other similar exterior site improvements. (e) The term 'Walgreen" or "Walgreens" shall mean Walgreen Co., a(n) Illinois corporation (or any of its affiliates, subsidiaries, successors or assigns). Walgreen shall be deemed a third party beneficiary to this Agreement. (f) The term 'Walgreen Lease" or 'Walgreens Lease" shall mean that lease of Parcel B from the Parcel B Owner as landlord to Walgreen as tenant, and any amendments, extensions or replacements thereof. (g) The term "Site Plan" shall mean that site plan of the Parcels attached hereto as Exhibit 'B' and by reference made a part hereof. Except as may be otherwise provided in this Agreement, the Site Plan is for identification purposes only. (h) The term 'Driveway" shall mean that driveway and related driveway improvements, paving, curbing, entrances and exits, in the location on the Parcels as shown on the Site Plan. 2. Easements. 2.1 Grant of Reciprocal Easements. Subject to any express conditions, limitations or reservations contained herein, the Owners hereby grant, establish, covenant and agree that the Parcels, and all Owners and Permittees of the Parcels, as applicable, shall be benefited and burdened by the following nonexclusive, perpetual easements which are hereby imposed upon the Parcels and all present and future Owners and Pennittees of the Parcels: (a) A reciprocal easement for reasonable access, ingress and egress over all paved driveways, roadways and walkways as presently or hereafter constructed and constituting a part of the Common Area of Parcel B and the Common Area of Parcel A including, without limitation, the Driveway, so as to provide for the passage of motor vehicles and pedestrians between all portions of the Common Area of such Parcels intended for such purposes, and to and from all abutting streets or rights of way furnishing access to such Parcels; (b) A reciprocal easement for the parking of vehicles in the parking areas designated as part of the Common Areas of the Parcels, as such parking areas are indicated on the Site Plan and as the same may be modified or removed from time to time by the Owner of the Parcel upon which the parking areas are located (the "Parking Easement"), provided, however, that notwithstanding the terms of the Easement Agreement, (i) Parcel B Owner (and Walgreen, during the continuance of the Walgreen Lease), subject to any applicable governmental requirements, shall have the right to erect and/or remove signage on Parcel B from time to time designating the parking spaces on Parcel B as "Short Term Parking" or "30 Minute Parking Only;" (i) neither the number of parking spaces contained within, nor the allocation of parking space widths within the parking areas of Parcel A, as shown on the Site Plan, shall be modified or removed without the consent of Parcel B Owner and, during the continuance of the Walgreen Lease, without the consent of Walgreen, provided, however, that the parking stalls within and immediately adjacent to the Future Building Pad on Parcel A (as shown on the Site Plan) may be removed and/or relocated within Parcel A in connection with such future building expansion so long as the number of parking spaces on Parcel A is not reduced thereby; and (iii) the Parking Easement shall be for customer parking only, and in connection only with the businesses operated from time to time at the Parcels, and accordingly, in no event shall the parking spaces on a Parcel used by the owner of another Parcel, or its/their respective Permittees for delivery or truck parking, employee parking, overnight parking, storage or other similar parking purposes that shall constitute an unreasonably prolonged use of the parking spaces on a Parcel. (c) A reciprocal easement upon, under, over, above and across the Common Areas of the Parcels for the discharge, drainage, use, detention and retention of storm water runoff in the manner and in the location indicated on the Site Plan, and to install, maintain, repair and replace stone water collection, retention, detention and distribution lines, conduits, pipes and other apparatus under and across those portions of the Common Areas indicated on the Site Plan. The storm water detention areas, if any, indicated on the Site Plan, and all lines, conduits, pipes and other apparatus for water drainage, and all storage systems necessary in connection therewith, shall be hereinafter called the °Water Detention and Drainage Facilities". The easement granted herein shall include the right of reasonable ingress and egress with respect to the Water Detention and Drainage Facilities as may be required to maintain and operate the same. The Water Detention and Drainage Facilities required for Parcel B shall initially be constructed by Anxon, Inc. in accordance with the Site Plan and pursuant to Plans approved by Walgreen under the Walgreen Lease, as a part of the initial development of the Walgreens improvements on Parcel B under the Walgreen Lease. Once constructed by Anxon, Inc., (i) the Water Detention and Drainage Facilities shall not be modified, altered, relocated or otherwise changed, without the prior written consent of all Owners and Walgreen (during the continuance of the Walgreen Lease); and, (ii) each Owner shall operate and maintain, or cause to be operated and maintained, in good order, condition and repair, the Water Detention and Drainage Facilities located upon its Parcel and make any and all repairs and replacements that may from time to time be required with respect thereto. (d) A reciprocal easement under and across those parts of the Common Areas that are not within any permissible building areas or the future development area as shown on the Site Plan, for the installation, maintenance, repair and replacement of water mains, storm drains, sewers, water sprinkler system lines, telephone or electrical conduits or systems, cable, gas mains and other utility facilities necessary for the orderly development and operation of the Common Areas and each building from time to time located within the Parcels; provided that (i) the rights granted pursuant to such easements shall at all times be exercised in such a manner as not to interfere materially with the normal operation of a Parcel and the businesses conducted therein, (ii) the form of document establishing such utility easement(s) and the exact location of any utilities shall be subject to the approval of the Owner(s) of the burdened Parcel(s) (and, as to Parcel B during the continuance of the Walgreen Lease, Walgreen), and (ii) except in an emergency, the right of any Owner to enter upon the Parcel of another Owner for the exercise of any right pursuant to such easements shall be conditioned upon providing reasonable prior advance written notice to the other Owner (and, as to any entry upon Parcel B during the continuance of the Walgreen Lease, Walgreen) as to the time and manner of entry. All such systems, structures, mains, sewers, conduits, lines and other public utilities shall be installed and maintained below the ground level or surface of the Parcel (except for such parts thereof that cannot and are not intended to be placed below the surface, such as transformers and control panels, which shall be placed in such location as approved by the Owner of the affected Parcel and Walgreen (as to Parcel B). Once the initial construction of Parcel B shall be completed by the Owner of Parcel B pursuant to the Walgreen Lease, thereafter no additional utility easements affecting Parcel 8 shall be installed without Walgreen's consent (during the continuance of the Walgreen Lease). (e) An easement upon Parcel A in the area shown on the Site Plan to access the shared shopping center sign upon which the Owner of Parcel B and Walgreen shall have the right to install a sign panel reasonably acceptable to Walgreen and, after the expiration or termination of the Walgreen Lease, as is acceptable to the Owner of Parcel B (such sign panel herein referred to as the "Parcel B Sign"). The easement granted herein shall be over, under, upon and across that portion of Parcel A identified on the Site Plan and shall further include the right of reasonable access over, under, upon and across Parcel A to install, replace, maintain, repair and operate the Parcel B Sign and a utility line, pursuant to the terms and conditions set forth in paragraph (d) above, in order to provide such Parcel B Sign and all panels thereon with power to illuminate the same. Once constructed, the Parcel B Owner or Walgreen shall thereafter maintain, operate, illuminate and repair such Parcel B Sign and utility line. The Parcel B Sign shall be for the exclusive use of Walgreen during the continuance of the Walgreen Lease (or for the use of such other persons or entities as Walgreen shall permit) and, after the expiration or termination of the Walgreen Lease, for the exclusive use of the Owner and/or Permittees of Parcel B as the Owner of Parcel B shall determine. No signs, structures, landscaping or improvements shall be placed or maintained on Parcel A that shall obstruct or impair the visibility of the Parcel B Sign from adjacent streets and roads (as determined by Walgreen). 2.2 Indemnification. Each Owner having rights with respect to the easements granted hereunder and pursuant to the Easement Agreement shall indemnify and hold the Owner whose Parcel is subject to the easements (including Walgreen, in the case of the Owner of Parcel B) harmless from and against all claims, liabilities and expenses (including reasonable attorneys' fees) relating to accidents, injuries, loss, or damage of or to any person or property arising from the negligent, intentional or willful acts or omissions of such Owner, Its contractors, employees, agents, or others acting on behalf of such Owner. 2.3 Access Opening. The opening(s) and access point(s) contemplated between the Parcels for use of the Driveway, as contemplated pursuant to paragraph 2.1(a) above, is/are shown on the Site Plan and are hereinafter called the "Access Openings." The Access Openings shall in no event be blocked, closed, altered, changed or removed and shall at all times remain in place as shown on the Site Plan. There shall be maintained between the Access Openings a smooth and level grade transition to allow the use of the Driveway for pedestrian and vehicular ingress and egress as set forth in paragraph 2.1 above. Except with respect to the Access Openings, each Owner shall be permitted to maintain a fence, curbing, landscaping or other improvements along the boundary line of its Parcel. 2.4 Reasonable Use of Easements. (a) The easements hereinabove granted and granted by the Easement Agreement shall be used and enjoyed by each Owner and its Permittees in such a manner so as not to unreasonably interfere with, obstruct or delay the conduct and operations of the business of any other Owner or its Permittees at any time conducted on its Parcel, including, without limitation, public access to and from said business, and the receipt or delivery of merchandise in connection therewith. All systems, structures, mains, conduits, lines andlor other public utilities Installed pursuant to any easements granted herein or in the Easement Agreement shall be so installed and maintained below the ground level or surface of a Parcel (except for such parts thereof that cannot and are not intended to be placed below the surface which shall be placed in such location as either indicated on the Site Plan or otherwise subsequently expressly approved by the applicable Owner, and Walgreens [as to Parcel B, during the continuance of the Walgreens Lease] in writing). Notwithstanding the foregoing or anything contained in this Agreement to the contrary, the Owner of Parcel A and its Permittees shall in no event undertake any work described in this paragraph or any repair or replacement or other work under Section 3 below (except normal minor repairs in the ordinary course which do not interfere with the business of the Owner of Parcel B and its Permittees) which is not of an emergency nature during the months of November or December unless the Owner of Parcel B (and Walgreen, during the continuance of the Walgreen Lease) shall consent thereto. Any party doing any construction or other work pursuant to a right granted herein shall, if applicable, properly backfill all excavations restore each applicable Parcel it to its/their original condition as nearly as practicable. (b) Once the Water Detention and Drainage Facilities are installed pursuant to the easements granted in the Easement Agreement or in paragraph 2.1(c) hereof, and/or utility lines, systems and equipment are installed pursuant to the easements granted in the Easement Agreement or in paragraph 2.1(c)hereof, no permanent building, structures, trees or other improvements inconsistent with the use and enjoyment of such easements (excluding improvements typically found in common areas of shopping centers) shall be placed over or permitted to encroach upon such water detention, drainage and utility installations. The Owner of the Parcel served by such installations shall not unreasonably withhold its consent to the reasonable relocation of such installations requested by the Owner of a Parcel where such installations are located, at such requesting Owner's sole cost and expense, so long as water detention and drainage services or utility services, as applicable, to the other Owner's Parcel are not unreasonably interrupted and the remaining provisions of this paragraph 2.4 are complied with from time to time. No such relocation affecting Parcel B or the water detention and drainage services or utility servioe(s) thereto shall be performed without the consent of Walgreen (during the continuance of the Walgreen Lease). (c) Once commenced, any construction undertaken in reliance upon an easement granted herein or in the Easement Agreement shall be diligently prosecuted to completion, so as to minimize any interference with the business of any other Owner and its Permittees. Except in cases of emergency, the right of any Owner to enter upon a Parcel of another Owner for the exercise of any right pursuant to the easements set forth, or to prosecute work on such Owner's own Parcel if the same interferes with utility or drainage easements or easements of ingress, egress or access to or in favor of another Owner's Parcel, shall be undertaken only in such a manner so as to minimize any interference with the business of the other Owner and its Permittees. In such case, no affirmative monetary obligation shall be imposed upon the other Owner (and/or, during the continuance of the Walgreen Lease, Walgreen), and the Owner undertaking such work shall with due diligence repair at its sole cost and expense any and all damage caused by such work and restore the affected portion of the Parcel upon which such work is performed to a condition which is equal to or better than the condition which existed prior to the commencement of such work. In addition, the Owner undertaking such work shall pay all costs and expenses associated therewith and shall indemnify and hold harmless the other Owner(s) and its Permittees from all damages, losses, liens or claims attributable to the performance of such work. 3. Maintenance, 3.1 General. Until such time as improvements are constructed on a Parcel, the Owner thereof shalt maintain the same in a clean and neat condition and shall take such measures as are necessary to control grass, weeds, blowing dust, dirt, litter or debris. 3.2 Buildinas and Aonurtenances Thereto. Each Owner covenants to keep and maintain, at its sole cost and expense, the building(s) located from time to time on its respective Parcel in good order, condition and repair. Once constructed, in the event of any damage to or destruction of a building on any Parcel, the Owner of such Parcel shall, at its sole cost and expense, with due diligence either (a) repair, restore and rebuild such building to its condition prior to such damage or destruction (or with such changes as shall not conflict with this Agreement), or (b) demolish and remove all portions of such damaged or destroyed building then remaining, including the debris resulting therefrom, and otherwise clean and restore the area affected by such casualty to a level, graded condition. Nothing contained in subparagraph 3.2(b) shall be deemed to allow an Owner to avoid a more stringent obligation for repair, restoration and rebuilding contained in a lease or other written agreement between an Owner and such Owner's Pennittee. All buildings on Parcel A shall be one story in height, and shall not exceed a maximum height of twenty (20) feet from grade level on Parcel B. No building hereafter constructed on Parcel A shall be closer to State Highway 7 than any building(s) then existing or being then constructed on Parcel B. 3.3 Common Area. Each Owner of a Parcel covenants at all times during the term hereof to operate and maintain or cause to be operated and maintained at its expense all Common Area located on its Parcel in good order, condition and repair. Following the construction of improvements thereon, maintenance of Common Area shall include, without limitation, maintaining and repairing all sidewalks and the surface of the parking and roadway areas, removing all papers, debris and other refuse from and periodically sweeping all parking and road areas to the extent necessary to maintain the same in a clean, safe and orderly condition, maintaining and keeping lit appropriate lighting fixtures for the adequate lighting of parking areas and roadways, including the Driveway, during normal business hours (and for so long as Walgreens operates their business on Parcel B, during Walgreens' business hours) and for sixty (60) minutes thereafter, maintaining marking, directional signs, lines and striping as needed, maintaining landscaping, maintaining signage in good condition and repair, and performing any and all such other duties as are necessary to maintain such Common Area in a clean, safe and orderly condition. In the event that occupants of Parcel B should remain open for business during hours or days that all or some of the other occupants of a Parcel are not also open for business, Parcel A Owner shall nonetheless cause to be provided all of the services described in the Paragraph above during such hours and days, including, but not limited to, the illumination of those portions of the Driveways within Parcel A. Parcel A Owner shall be entitled to bill Parcel B Owner for a pro rate share of costs incurred by Parcel A Owner for illumination of the portion of the Driveway located on Parcel A during the period of time between: (a) sixty (60) minutes after all of the businesses on Parcel A have closed; and (b) sixty (60) minutes after the businesses on Parcel B have dosed (the "Hours Difference"). The pro rata share owed by Parcel B Owner under this paragraph shall be a fraction, the numerator of which shall be the result of the square foot floor area of the buildings upon Parcel B multiplied by the Hours Difference (the result being the "Extended Hours Factor") and denominator of which shall be the total sum of the Extended Hours Factor, combined as to Parcel A (calculated by taking into account the square footage of floor area of buildings upon Parcel A multiplied by the Hours Difference). Parcel B Owner shall pay each of such bills within thirty (30) days of receipt (provided each bill is accompanied by sufficient evidence and documentation of such costs of illumination). Except as otherwise expressly provided in this Agreement, once constructed, in the event of any damage to or destruction of all or a portion of the Common Area on any Parcel, the Owner of such Parcel shall, at its sole cost and expense, with due diligence repair, restore and rebuild such Common Area to its condition prior to such damage or destruction (or with such changes as shall not conflict with this Agreement). Each Owner reserves the right to alter, modify, reconfigure, relocate and/or remove the Common Areas or building areas on its Parcel, subject to the following conditions: (i) as to Parcel B, during the continuance of the Walgreen Lease, the express written consent of Walgreen shall be required; (ii) the reciprocal easements between the Parcels pursuant to paragraph 2.1(a) shall not be closed or materially impaired; (iii) the Driveway and ingress and egress thereto, and to and from the Parcels and adjacent streets and roads, shall not be so altered, modified, relocated, blocked and/or removed without the express written consent of all Owners and Walgreen (during the continuance of the Walgreen Lease); (iv) the same shall not violate any of the provisions and easements granted in paragraph 2; and (v) as to Parcel A, the requirements of paragraph 3.2 of this Agreement shall be complied with from time to time. 3.4 Utilities. Each Owner shall at all times during the term hereof construct, operate and maintain or cause to be constructed, operated and maintained, in good order, condition and repair, at its sole expense, any utility or other installations serving the Parcel of such Owner and from time to time existing on the Parcel of another Owner pursuant to an easement described herein. 4. Construction of Improvements. Every building (including its appurtenant Common Area improvements), now or in the future constructed on Parcel A shall be constructed, operated and maintained so that the same is in compliance with all applicable governmental requirements. Except as may be shown on the Site Plan, there shall be no changes in the grade elevations within the Parcels which exceed five percent (5%), and the Parcels shall each be suitably paved and drained. The Driveway shall be constructed and completed by the Owner of Parcel B at the same time as such Owner develops Parcel B for Walgreen under the Walgreen Lease (in accordance with plans approved by Walgreen under the Walgreen Lease). There shall be no steps or ramps (except to accommodate the handicapped) in the sidewalks within the Shopping Center except as shown on the Site Plan. Development parking areas shall have automobile entrances and exits from and to adjacent streets and roads, which said entrances and exits shall be of such size and at such locations as are shown on the Site Plan. Automobile traffic aisles shall run in directions shown on the Site Plan. With the exception of signage in existence upon execution of this Lease, no freestanding signs shall: (i) prevent or restrict Walgreen from maintaining its freestanding sign on the Development located as shown on the Site Plan, (ii) reduce available signage for the Parcel B (taking into account the maximum sign area permitted by law based on the size and frontage of Parcel B or the amount of signage then existing at the exterior of the Walgreen's building, whichever is greater), or (iii) obstruct the visibility of said Walgreens' freestanding sign from adjacent streets and roads. 5. Restrictions. 5.1 General. Each Parcel shall be used for lawful purposes in conformance with all restrictions imposed by all applicable governmental laws, ordinances, codes, and regulations, and no use or operation shall be made, conducted or permitted on or with respect to all or any portion of a Parcel which is illegal. In addition to the foregoing, throughout the term of this Agreement, it is expressly agreed that neither all nor any portion of Parcel A or Parcel B, shall be used, directly or indirectly, for purposes of a cocktail lounge, bar or any other establishment that sell alcoholic beverages for on -premises consumption (except the foregoing shall be permitted is such use is incidental to a restaurant otherwise permitted hereunder), disco, bowling alley, pool hall, billiard parlor, skating rink, roller rink, amusement arcade (meaning a facility with in excess of one (1) video or similar amusement game), a theater of any kind, adult book store, adult theatre, adult amusement facility, any facility selling or displaying pornographic materials or having such displays, odd lot, auction house, flea market, educational or training facility (including, without limitation, a beauty school, barber college, school or other facility catering primarily to students or trainees rather than customers), gymnasium, sport or health club or spa (except one (1) first-class operation such as a "Curves', "Anytime Fitness" or "Snap Fitness" containing no more than 4,000 square feet of floor area, shall be permitted), blood bank, massage parlor or tattoo parlor, funeral home, sleeping quarters or lodging, the outdoor housing or raising of animals (except as incidental to a pet grooming operation otherwise permitted hereunder), the sale, leasing or storage of automobiles, boats or other vehicles, any industrial use (including, without limitation, any manufacturing, smelting, rendering, brewing, refining, chemical manufacturing or processing, or other manufacturing uses), any mining or mineral exploration or development except by non -surface means, a carnival, amusement park or circus, an assembly hall, banquet hall, auditorium or other place of public assembly, off track betting establishment, bingo hall, any use involving the use, storage, disposal or handling of hazardous materials or underground storage tanks in violation of applicable Environmental Laws, any use which may materially or adversely affect the water and sewer services supplied to the Parcels, a church, temple, synagogue, mosque, or the like, any facility for the sale of paraphernalia for use with illicit drugs, a sft down restaurant in excess of 4,000 square feet or any use which creates a nuisance. 5.2 Additional Parcel A Restrictions. Throughout the term of this Agreement, it is expressly agreed that neither all nor any portion of Parcel A nor any additional property which Parcel A Owner, directly or indirectly, may now or hereafter own, lease or control, and which is contiguous to, or which is within five hundred (500) feet of any boundary of, Parcel B, shall be used, directly or indirectly, for any one or more of the following purposes: (i) the operation of a drug store or a so-called prescription pharmacy or prescription ordering, processing or delivery facility, whether or not a pharmacist is present at such facility, or for any other purpose requiring a qualified pharmacist or other person authorized by law to dispense medicinal drugs, directly or indirectly, for a fee or remuneration of any kind; and (ii) the operation of a business in which photofinishing services (including, without limitation, digital photographic processing or printing, or the sale of any other imaging services, processes or goods) or photographic film are offered for sale; provided, however, that the operation Of copy stores such as, for example, Fed-Ex/Kinko's or The UPS Store shall not be prohibited by this restriction, provided in no event shall such business offer digital photographic processing or printing, or the sale of any other imaging services, processes or goods in the same manner or with the same result as the business operated on Parcel B. For purposes hereof "contiguous" shall mean property that is either adjoining Parcel B or separated from Parcel B only by a public or private street, alley or right-of-way. The Parties acknowledge that the use restrictions set forth in this Agreement shall not apply to operators on Parcel A whose leases predate the date hereof. However, such use restrictions contained in this Agreement shall apply to Parcel A from and after the date hereof, and shall bind and restrict the spaces occupied by such current operators upon the expiration of such operators' leases. 5.3 Drive-Throughs Valet. No facility on Parcel A for vehicular drive -up or drive -through in which the stopping or standing of motor vehicles in line at a location for dropoff and/or pickup is intended (as, for example, at a restaurant, car wash or bank) shall be assigned, constructed, used or operated in any manner such that motor vehicles in line at such facility stop or stand onto Parcel B and/or the Driveway, or otherwise interfere with the normal pattern and flow of pedestrian or vehicular traffic on and across Parcel B and/or the Driveway. Nothing contained herein shall be deemed to affect the drive -through serving the building for Walgreen to be initially constructed on Parcel B by the Owner thereof, which is hereby expressly approved. In addition, valet parking on Parcel A, in which the stopping or standing of motor vehicles at a location for drop off and/or pick up of passengers is intended, shall not be operated in any manner such that motor vehicles shall stop or stand on Parcel A and/or the Driveway so as to interfere with the normal pattern and flow of pedestrian or vehicular traffic on and across Parcel B and/or the Driveway. 6. Insurance. Throughout the term of this Agreement, each Owner shall procure and maintain (or cause to be procured and maintained) (i) general and/or comprehensive public liability and property damage insurance against claims for personal injury (including contractual liability arising under the indemnity contained in paragraph 2.2 above), death, or property damage occurring upon such Owner's Parcel, with single limit coverage of not less than an aggregate of Two Million Dollars ($2,000,000.00) including umbrella coverage, if any, and (ii) fire and extended coverage insurance covering the buildings and the other improvements within the applicable Parcel to the extent of not less than 100% of replacement value (except that with respect to Parcel B, as provided under the Walgreen Lease, Walgreens shall have, after the firm term thereof, the right to maintain such casualty insurance in only an amount necessary to cover the cash -value of such buildings and the other improvements within Parcel B). Such insurance coverage shall be procured through companies which are authorized to do business in the State in which the Development is located and are governed by the regulatory authority which establishes maximum rates in the vicinity. Each Owner shall name each other Owner and Walgreen during the continuance of the Walgreen Lease (provided the Owner obtaining such insurance has been supplied with the name of such other Owner in the event of a change thereof) as additional insureds on the above -required general and/or comprehensive public liability and property damage insurance; provided, however, that notwithstanding such naming of additional insureds, the provisions of Section 2.2 above shall still apply, and further provided that notwithstanding the foregoing requirement as to the naming of additional insureds, if during the term of this Agreement, the Owner of Parcel A should rely upon the insurance coverage carried by Walgreen under the Walgreens' Lease, then during such period, (a) the Owner of Parcel B shall do whatever is required under the Walgreens Lease in order for Walgreens to cover or provide protection any party with respect to the alleged acts or omissions of any contractor or subcontractor engaged or permitted by or through the Owner of Parcel B, and (b) there shall be no obligation hereunder on the part of such Owner of Parcel B or Walgreen to cover or provide protection any party with respect to the alleged acts or omissions of any contractor or subcontractor engaged or permitted by or through the Owner of Parcel A, or its perrnittees if such contractor or subcontractor does not itself carry adequate insurance coverage for bodily injury, death, and/or property damage in at least the same amount(s) as required to be carried hereinabove, with companies which are authorized to do business in the State in which the Parcels are located. Walgreen (whether as tenant under the Walgreen Lease or in the event Walgreen becomes an Owner of a Parcel) may elect to self insure and/or cant' insurance required hereunder under master or blanket policies of insurance. 7. Taxes and Assessments. Each Owner shall pay all taxes, assessments, or charges of any type levied or made by any governmental body or agency with respect to Its Parcel. 8. No Rights in Public No Implied Easements. Nothing contained herein shall be construed as creating any rights in the general public or as dedicating for public use any portion of Parcel A or Parcel B. No easements, except (i) those expressly set forth in paragraph 2, and/or (ii) an easement over Parcel A so as to enable the construction of the Driveway and other improvements required for the initial development for Walgreens by the Owner of Parcel B, shall be implied by this Agreement; in that regard, and without limiting the foregoing, no easements for parking, signage, drainage or utilities are granted or implied. 9. Remedies and Enforcement. 9.1 All Legal and Equitable Remedies Available. In the event of a breach of threatened breach by any Owner or its Permittees of any of the terms, covenants, restrictions or conditions hereof, the other Owners) and Walgreen shall be entitled forthwith to full and adequate relief by injunction and/or all such other available legal and equitable remedies from the consequences of such breach, including payment of any amounts due and/or specific performance. Walgreen shall have the right, but not the obligation, to enforce this Agreement on behalf of the Owner of Parcel B, and/or to cure a breach or default hereunder by the Owner of Parcel B, which enforcement or cure shall be accepted by the other Owner(s) as if effected by the Owner of Parcel B. 9.2 Self -Help. In addition to all other remedies available at law or in equity, upon the failure of a defaulting Owner to cure a breach of this Agreement within thirty (30) days following written notice thereof by an Owner or Walgreen (unless, with respect to any such breach the nature of which cannot reasonably be cured within such 30-day period, the defaulting Owner commences such cure within such 30-day period and thereafter diligently prosecutes such cure to completion), Walgreen or any Owner shall have the right to perform such obligation contained in this Agreement on behalf of such defaulting Owner and be reimbursed by such defaulting Owner upon demand for the reasonable costs thereof together with interest at the prime rate charged from time to time by Bank of America, N.A. (its successors or assigns), plus two percent (2%) (not to exceed the maximum rate of interest allowed by law). Notwithstanding the foregoing, in the event of (i) an emergency, (ii) blockage or material impairment of the easement rights, and/or (iii) the unauthorized parking of vehicles on Parcel B, an Owner or Walgreen may immediately cure the same and be reimbursed by the other Owner upon demand for the reasonable cost thereof together with interest at the prime rate, plus two percent (2%), as above described. 9.3 Lien Rights. Any claim for reimbursement, including interest as aforesaid, and all costs and expenses including reasonable attorneys' fees awarded to any Owner (or to Walgreen in connection with the exercise of its rights set forth in paragraphs 9.1 and/or 9.2 above) in enforcing any payment in any suit or proceeding under this Agreement shall be assessed against the defaulting Owner in favor of the prevailing party and shall constitute a lien (the "Assessment Lien") against the Parcel of the defaulting Owner until paid, effective upon the recording of a notice of lien with respect thereto in the Office of the County Recorder of Carver County, Minnesota; provided, however, that any such Assessment Lien shall be subject and subordinate to (i) liens for taxes and other public charges which by applicable law are expressly made superior, (i) all liens recorded in the Office of the County Recorder of Carver County, Minnesota prior to the date of recordation of said notice of lien, and (iii) all leases entered into, whether or not recorded, prior to the date of recordation of said notice of lien. All liens recorded subsequent to the recordation of the notice of lien described herein shall be junior and subordinate to the Assessment Lien. Upon the timely curing by the defaulting Owner of any default for which a notice of lien was recorded, the party recording same shall record an appropriate release of such notice of lien and Assessment Lien. 9.4 Remedies Cumulative. The remedies specified herein shall be cumulative and in addition to all other remedies permitted at law or in equity. 9.5 No Termination For Breach. Notwithstanding the foregoing to the contrary, no breach hereunder shall entitle any Owner to cancel, rescind, or otherwise terminate this Agreement. No breach hereunder shall defeat or render invalid the lien of any mortgage or deed of trust upon any Parcel made in good faith for value, but the easements, covenants, conditions and restrictions hereof shall be binding upon and effective against any Owner of such Parcel covered hereby whose tine thereto is acquired by foreclosure, trustee's sale, or otherwise. 9.6 Irreparable Harm. In the event of a violation or threat thereof of any of the provisions of paragraphs 2 and/or 5 of this Agreement, each Owner agrees that such violation or threat thereof shall cause the nondefaulting Owner and/or its Permittees to suffer irreparable harm and such nondefaulting Owner and its Permittees shall have no adequate remedy at law. As a result, in the event of a violation or threat thereof of any of the provisions of paragraphs 2 and/or 5 of this Agreement, the nondefaulting Owner and Walgreen, in addition to all remedies available at law or otherwise under this Agreement, shall be entitled to injunctive or other equitable relief to enjoin a violation or threat thereof of paragraphs 2 and/or 5 of this Agreement. 10. Term. The easements, covenants, conditions and restrictions contained in this Agreement shall be effective commencing on the date of recordation of this Agreement in the office of the Carver County Recorder and shall remain in full force and effect thereafter in perpetuity, unless this Agreement is modified, amended, canceled or terminated by the written consent of all then record Owners of Parcel A and Parcel B in accordance with paragraph 11.2 hereof. 11. Miscellaneous. 11.1 Attorneys' Fees. In the event a party (including Walgreen) institutes any legal action or proceeding for the enforcement of any right or obligation herein contained, the prevailing party after a final adjudication (including appeals) shall be entitled to recover its costs and reasonable attorneys' fees incurred in the preparation and prosecution of such action or proceeding. 11.2 Amendment. (a) The parties agree that the provisions of this Agreement may be modified or amended, in whole or in part, or terminated, only by the written consent of all record Owners of Parcel A and Parcel B, evidenced by a document that has been fully executed and acknowledged by all such record Owners and recorded in the official records of the County Recorder of Carver County, Minnesota. (b) Notwithstanding subparagraph 11.2(a) above to the contrary, no termination of this Agreement, and no modification or amendment of this Agreement shall be made nor shall the same be effective unless the same has been expressly consented to in writing by Walgreen (during the continuance of the Walgreen Lease). 11.3 Consents. Wherever In this Agreement the consent or approval of an Owner is required, unless otherwise expressly provided herein, such consent or approval shall not be unreasonably withheld or delayed. Any request for consent or approval shall: (a) be in writing; (b) specify the section hereof which requires that such notice be given or that such consent or approval be obtained; and (c) be accompanied by such background data as is reasonably necessary to make an informed decision thereon. The consent of an Owner or Walgreen under this Agreement, to be effective, must be given, denied or conditioned expressly and In writing. During the continuance of the Walgreen Lease, any consent by the Owner of Parcel B, to be effective, shall also require the consent of Walgreen. Any consent of Walgreen may be given, denied or conditioned by Walgreen in Walgreen's sole and absolute discretion, 11.4 No Waiver. No waiver of any default of any obligation by any party hereto shall be implied from any omission by the other party to take any action with respect to such default. 11.5 No Aaencv. Nothing in this Agreement shall be deemed or construed by either party or by any third person to create the relationship of principal and agent or of limited or general partners or of joint venturers or of any other association between the parties. 11.6 Covenants to Run with Land. It is intended that each of the easements, covenants, conditions, restrictions, rights and obligations set forth herein shall run with the land and create equitable servitudes in favor of the real property benefited thereby, shall bind every Owner and/or every other person or entity now or hereafter having any fee, leasehold or other interest therein and shall inure to the benefit of the respective parties and their successors, assigns, heirs, and personal representatives. 11.7 Grantee's Acceptance. The grantee of any Parcel or any portion thereof, by acceptance of a deed conveying title thereto or the execution of a contract for the purchase thereof, whether from an original party or from a subsequent owner of such Parcel, shall accept such deed or contract upon and subject to each and all of the easements, covenants, conditions, restrictions and obligations contained herein. By such acceptance, any such grantee shall for himself and his successors, assigns, heirs, and personal representatives, covenant, consent, and agree to and with the other party, to keep, observe, comply with, and perform the obligations and agreements set forth herein with respect to the property so acquired by such grantee. 11.8 Severability. Each provision of this Agreement and the application thereof to Parcel A and Parcel B is hereby declared to be independent of and severable from the remainder of this Agreement. If any provision contained herein shall be held to be invalid or to be unenforceable or not to run with the land, such holding shall not affect the validity or enforceability of the remainder of this Agreement. In the event the validity or enforceability of any provision of this Agreement is held to be dependent upon the existence of a specific legal description, the parties agree to promptly cause such legal description to be prepared. Ownership of both Parcels by the same person or entity shall not terminate this Agreement nor in any manner affect or impair the validity or enforceability of this Agreement. 11.9 Time of Essence. Time is of the essence of this Agreement. 11.10 Entire Agreement. This Agreement contains the complete understanding and agreement of the parties hereto with respect to all matters referred to herein, and all prior representations, negotiations, and understandings are superseded hereby. 11.11 Notices. (a) Notices or other communication hereunder shall be in writing and shall be sent certified or registered mail, return receipt requested, or by other national ovemight courier company, or personal delivery. Notice shall be deemed given upon receipt or refusal to accept delivery. Each party and Walgreen may change from time to time their respective address for notice hereunder by like notice to the other party and Walgreen. Notice given by any Owner hereunder to be effective shall also simultaneously be delivered to Walgreen (during the continuance of the Walgreen Lease). The notice addresses of the Parcel A Owner, the Parcel B Owner and Walgreen are as follows: Walgreen: Walgreen Co. Attn: Real Estate Law Department Mail Stop No. 1420 104 Wilmot Rd., 2nd floor Deerfield, IL, 60015, Re: Store #-L ,3L_ Parcel A Owner: SEV 41, LLC Attn: Manager 601 Marquette Avenue South Suite 100 Minneapolis, Minnesota 55402 Parcel B Owner. SEV 41, LLC Attn: Manager 601 Marquette Avenue South Suite 100 Minneapolis, Minnesota 55402 {b) As a pre -condition of any reimbursement otherwise owed by Parcel B Owner or Walgreens hereunder, if any billing party hereunder should hereafter be or become someone other than the Declarant, then such billing party, and its subsequent successor hereunder shall immediately provide to Parcel B Owner (and Walgreens, during the continuance of the Walgreens Lease {Attn.: Lease Admin. Department, 1417 Lake Cook Road, MS #L254, Deerfield, Illinois 60015, Re-, Store #7955)] with such party's 1099 recipient address, such party's FEIN#, and with a completed IRS Farm W-9. 11.12 Governing Law. The laws of the State in which the Parcels are located shall govern the interpretation, validity, performance, and enforcement of this Agreement. 11.13 Estoppel Certificates. Each Owner, within thirty (30) business days of its receipt of a written request from the other Owner(s) or Walgreen, shall from time to time provide the requesting Owner or Walgreen, a certificate binding upon such Owner stating: (a) to the best of such Owner's knowledge, whether any party to this Agreement is in default or violation of this Agreement and if so identifying such default or violation; and (b) that this Agreement is in full force and effect and identifying any amendments to the Agreement as of the date of such certificate. 11.14 Bankruptcy. In the event of any bankruptcy affecting any Owner or occupant of any Parcel, the parties agree that this Agreement shall, to the maximum extent permitted by law, be considered an agreement that runs with the land and that is not rejectable, in whole or in part, by the bankrupt person or entity. 11.15 Prior Agreements: Incorporation Terms. The terms and provisions of this Agreement are hereby incorporated into the Easement Agreement by amendment and except for the modifications and deletions expressly contained in the Agreement all of the remaining terms and provisions of the Easement Agreement shall remain in full force and effect and the Owner of Parcel A and Parcel B hereby ratify and reaffirm the respective rights, obligations, and covenants, conditions and restrictions granted and imposed by the Easement Agreement as amended by this Agreement. To the extent that terms and provisions of the Agreement conflict with terms and conditions of the Easement Agreement, the terms and provisions of this Agreement shall control. 11.16 Joinder by Walgreens. Walgreens hereby joins in the Agreement for the sole purpose of consenting to the terms hereto. Walgreens hereby acknowledges and agrees that during the continuance of the Walgreens Lease, all rights and remedies available to the Parcel B Owner hereunder shall inure to the benefit of Walgreens and further that during the continuance of the Walgreens Lease, Walgreens shall assume all obligations of the Parcel B Owner under the terms of this Agreement. IN WITNESS WHEREOF, the parties have executed this Agreement as of the date first written above. SEV 41, LLC Parcel A and Parcel B Owner 1i�31 STE COUNTY OF ) SS. The foregoing instrument was acknowledged before methis = day of� 2008, by % re «z L.9. A6ctoa the C_A, ,k- I`"^ W K4 r of SEV 41, LLC a Minnesota limited liability company, on behalf o�" comgan�y. Cot WA By: Dat Exhibit'A" - Legal Descriptions of Parcels A and B. Exhibit "B" - Site Plan. Identify Parcels A and B, the Driveway, and drainage or utility easement areas (if required). EXHIBIT "A" LEGAL DESCRIPTION OF PARCEL A All of Lot 2, Block 1, Seven Forty One Crossing, Carver County, Minnesota, except for the property described as follows: BEGINNING at the northeast comer of said Lot 1; thence on a assumed bearing of South 03 degrees 29 minutes 16 seconds West along the easterly line of said Lot 1 a distance of 158.35 feet; thence continuing South 03 degrees 29 minutes 16 seconds West along the southerly extension of the easterly line of said Lot 1 a distance of 13.14 feet; thence southwesterly 41.23 feet along a tangential curve concave to the northwest having a radius of 30.00 feet and a central angle of 78 degrees 44 minutes 40 seconds; thence South 82 degrees 13 minutes 56 seconds West a distance of 181.11 feet; thence southwesterly 21.43 feet along a tangential curve concave to the southeast having a radius of 22.00 feet and a central angle of 55 degrees 48 minutes 41 seconds; thence North 86 degrees 30 minutes 44 seconds West a distance of 70.48 feet to the west line of said Lot 2; thence North 03 degrees 29 minutes 16 seconds East along the west line of said Lots 1 and 2 a distance of 236.32 feet to the northeast comer of said Lot 1; thence South 89 degrees 05 minutes 09 seconds East along the west line of said Lot 1 a distance of 288.50 feet to the POINT OF BEGINNING. LEGAL DESCRIPTION OF PARCEL B Lot 1 and that part of Lot 2, Block 1, Seven Forty One Crossing, Carver County, Minnesota described as follows: BEGINNING at the northeast comer of said Lot 1; thence on a assumed bearing of South 03 degrees 29 minutes 16 seconds West along the easterly fine of said Lot 1 a distance of 158.35 feet; thence continuing South 03 degrees 29 minutes 16 seconds West along the southerly extension of the easterly line of said Lot 1 a distance of 13.14 feet; thence southwesterly 41.23 feet along a tangential curve concave to the northwest having a radius of 30.00 feet and a central angle of 78 degrees 44 minutes 40 seconds; thence South 82 degrees 13 minutes 56 seconds West a distance of 181.11 feet; thence southwesterly 21.43 feet along a tangential curve concave to the southeast having a radius of 22.00 feet and a central angle of 55 degrees 48 minutes 41 seconds; thence North 86 degrees 30 minutes 44 seconds West a distance of 70.48 feet to the west line of said Lot 2; thence North 03 degrees 29 minutes 16 seconds East along the west line of said Lots 1 and 2 a distance of 236.32 feet to the northeast corner of said Lot 1; thence South 89 degrees 05 minutes 09 seconds East along the west line of said Lot 1 a distance of 288.50 feet to the POINT OF BEGINNING. i. if LI�• Z L IM m m p_o 2 A V-