The URL can be used to link to this page

7-41 Crossings Civil Plans_2014-10-17CONSULTANT CONTACT LIST: DEVELOPER /OWNER PASTER ENTERPRISES 2227 UNIVERSITY AVE. ST. PAUL, MN 55114 TEL651- 646 -7901 FAX 651- 646 -1389 CONTACT: KEN HENK ARCHITECT 1 AMDAL ARCHITECTS 10700 HIGHWAY 5511308 MINNEAPOLIS, MN 55441 TEL 763- 476 -6010 CONTACT: JACK AMDAL CIVIL ENGIN EER SAMBATEK INC. 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763- 476 -6010 FAX 763 - 476 -8532 CONTACT: BRADY BUSSELMAN SURVEYOR SAM BATEK INC. 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763- 476 -6010 FAX 763 - 476 -8532 CONTACT: MARCUS HAMPTON LANDSCAPING SAM BATEK INC. 12800 WHITEWATER DRIVE, SUITE 300 MINNETONKA, MN 55343 TEL 763- 476 -6010 FAX 763- 476 -8532 CONTACT: BILL DELANEY Preliminary Site Development Plans for 7 & 41 Crossings Center Chanhassen, Minnesota Presented by: Paster Enterprises r1173 R23W SITE TI I34[3R23W al3 I 3 T116N R23W O TI G7 P0.. PIE 0.QQ0.F, WM ORCNARE LA pS�N SOMMER CATS ° ROEHNEN �, C'OREHE `N LRE- N SOB HY( a i 64th 4 4' u II 6TELLRN o n� REST w ST. F a = 63re STj YOOY HILL Si. s } ,gNTm. PHEASANT t2amS = ?LP A. e d W. 65tM1m ' : 2t 2. /3p0 OUL'FC,�t f \ w ro u ST. CRESTVIEW� DR. 'n4JE a 7 5t 4'MBF 4L�R ��CR CIRVIEW (4Wf Po0CYC� LAKE„ LUCY aq0. � HIGH J\ 9Kf Jy HIGH LIRE O CLANS 0 �STft fR CT `P. }CT. Woo BE x° HI I ° a TO P4 ° =TI 16N R23W 7ON �m F pt`s M RA 0 Cf(t,Y /Cq — K 4 3 CJ R SP N.P'd LA. i o Af s to F s DRS a TES b4R P4 uZo j i� p Lake Lucy RM RO It x m oc Harrtson i : V, L1wN At HA RISEN Lake <_ HILL CT. '�' w GUNFLINT w, RE F X ° cr. CIR a Cf. C Ni AE 41 <ONGAG0.E N Y' m° M 50.3kSHC0. `9s �' oa Lake Artrt H Fe.. AJ TiC 4Y , N.T.S. VICINITY MAP NO SCALE I _ II - -i O I --ta Vi � � I I PUDAREA R I e I I � I I I I III OVERALL SITE MAP NO SCALE sfo�i� PROPOSED SITE SHEET DESCRIPTION C1.01 TITLE SHEET C2.01 EXISTING CONDITIONS& DEMOLITION PLAN C3.01 SITE PLAN C4.01 GRADING PLAN C5.01 EROSION CONTROL PLAN C5.02 EROSION NOTES & DETAILS C6.01 UTILITY PLAN C9.01 DETAIL SHEET C9.02 DETAIL SHEET 11.01 LANDSCAPE PLAN Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering l Surveying l Planning l Environmental Client PASTER ENTERPRISES 2227 UNIVERSITY AVE ST. PAUL, MN 55114 Project 7 &41 CROSSINGS CENTER Location CHANHASSEN, MINNESOTA HIGHWAY 7 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. ` _1 � Brady D. us Registrati 79 Date: 10/17/2014 If appllca R nG II fma wetsigned conics this plan whlCIN IS ayslable upon request at sambatek's, Minnetonka, MN office. Summary Designed: BOB Drawn: JEB Approved: Bob Book /Page: Phase: PRELIMINARY Initial Issued: 10 /17/2014 Revision History No. Date BY Submittal /Revision Sheet Title TITLE SHEET Sheet No. Revision C1.01 Project No. PAS20188 /A / �l M = 993.22 / A / INV 517=98502 1 - - - - -- I I / 48W -98482 s I S \ DIP E%�92197 - -_____— --- _ r� - V\ �9 L � 93— mu I y=� T zrczz_ _ pA I ` 24i- ,R_C_P__----__ -- I - 4 -- �2IUTTf' CB -- INV EL 1997991 SCF I II I `\ -- - - - - -- - � I s \ \----- — -t - - - REMOVE EXISTING -� VI r A STRIPING \ \ \•\ 1/ ------------ �LT II it \ IIL_____ -VAF IV•�/ 94� l� IL -• -W qoP 61, I \� F , / EX / E% CB RIM EL -6ST41 NV7993.31 / / / / ii II II / II / ii 1�oO ii I / / oD � / / \ EX OB RIM EIL=1003.80 NVEL -99740 QS ® Rib- CB EL�0(TrE — I REMOVE 'O % I I \ \� ING SIGN p I Ili 0 (✓ I fT �� 1 \\ HWY. \ 7/41 U 1i o � NI I CL H v \y • T \ \\ `\ �� I \\` I I I :n E %M CE'CB L = 1006 A �� \ I I I I I / \ RIM E / / di IIIIIIIIIIIIIIa LEGEND • FOUND MONUMENT u.—I WATERMAIN - - - -- EASEMENT U N E O SET MONUMENT off» SANITARYSEWER - - -- SETBACK LINE EM ❑ ELECTRIC METER @--» ---g STORM SEWER —o— RIGHT OF ACCESS LIGHT FLARED END SECTION CONCRETE CURB M AIR CONDITIONER (E)—UE� ELECTRIC TRANSFORMER BUILDING LINE I— GUYANCHOR --Ul TELEPHONE PEDESTAL --- - - - - -- BUILDING CANOPY & HANDICAP STALL c—Ul GAS METER O BITUMINOUS SURFACE Of UTILITY POLE �W— OVERHEAD WIRE F_� CONCRETE SURFACE • GUARD POST —o— CHAIN LINK FENCE LANDSCAPE SURFACE • BOLLARD —s— IRON FENCE H, SIGN —*— WIRE FENCE to'. DECIDUOUSTREE —0— WOOD FENCE ��✓✓✓ -�, CONIFEROUS TREE REMOVE EXIST CONCRETE CURB SAW CUT EXIST BITUMINOUS PAVEMENT REMOVE EXISTING BITUMINOUS PAVEMENT DEMOLITION NOTES 1. DEMOLITION NOTES ARE FORCIARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT INTENDED TO TO BE COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL EXISTING ON -SITE IMPROVEMENTS NECESSARYTO ACCOMMODATE THE PROPOSED CONSTRUCTION. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OFTHE EXISTING CONDITIONS. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, ATOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 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 UNDERCUTTO SUITABLE MATERIAL AND BROUGHTTO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. 4. THE CONTRACTOR 15 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. S. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND /OR RELOCATION OF UTILITIES. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE RIGHT OF WAY DURING COMPANY'S FORCES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 6. THE CONTRACTOR IS RESPONSI BUE FOR THE DISCONNECTION OF UTI LITY SERVICES TO THE EXISTING BUILDINGS PRIOR TO DEMOLITION OF THE BUILDINGS. 7. THE CONTRACTOR 15 SPECIFICALLY CAUTIONED THAT THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION FOR ON -SITE LOCATIONS OF EXISTING UTILITIES. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL AT 1- &XY252 -1166. 8. ALL EXISTING SEWERS, PIPING, AND UTILITIESSHOWN ARE NOTTO BE INTERPRETEDAS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE ABANDONED SHALL BE REMOVED IF UNDER THE BUILDING INCLUDING 10' BEYOND FOUNDATIONS. 9. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SU RROUNDING PROPERTI ES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES. 10. PRIOR TO DEMOLITION OCCURRING, EROSION CONTROL DEVICES ARE TO BE INSTALLED. 31. SHOULD REMOVAL AND /OR RELOCATION ACTIVITIES DAMAGE FENCING, LIGHTING AND /OR STORM INLET STRUCTURES, THEN THE CONTRACTOR SHALL PROVIDE NEW MATERIALS /STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EXCEPT FOR MATERIALS DESIGNED TO BE RELOCATED ON THIS PLAN, ALL OTHER CONSTRUCTION MATERIALS SHALL BE NEW. 12. CONTRACTOR SHALL LIMIT SAW -CUT & PAVEMENT REMOVAL TO ON LY 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. 13. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. DAMAGE TO ANY EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 13. ALL SAW CUTS IN BITUMINOUS, CONCRETE AND CURB SHALL BE FULL DEPTH CUTS AN ALL PATCHES IN RIGHT OF WAY SHALL MATCH THE EXISTING SECTION. 14. WATER FOR DUST CONTROL TO COME FROM MASON BUILDING. 15. ALL EXISTI NG UTI LITI ES ARE TO BE CAPPED AT THE PROPERTY LINE. WATER SHUT OFF AT CURBSTOP. (t NORTH 0 20 40 SCALE IN FEET Sambatek www.sambatek.com 12800 Whitelvater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering l Surveying l Planning l Emiranmental Client PASTER ENTERPRISES 2227 UNIVERSITY AVE ST. PAUL, MN 55114 Project 7 &41 CROSSINGS CENTER Location CHANHASSEN, MINNESOTA HIGHWAY 7 Certification I hereby certify that this plan, specification or report was on ' prepared by me or under my direct supervision id that) am a duly licensed professional ENGINEER under the laws of the state of Minnesota. ` _1 � Brady D. us Registrati 79 Date: 30 /17/2014 If appicallif,1mact usfora wetsigned coprofthis plan which is available upon repuest at Sambatek's, Minnetonka, MN off ice. Summary Designed: Bob Drawn: JEB Approved: BDB Book /Page: Phase: PRELIMINARY Initial Issued: 10 /17/2014 Revision History No. Date BV Submittal /Revision Sheet Title EXISTING CONDITIONS & DEMOLITION PLAN Sheet No. Revision C2.01 Project No. PAS20188 Iv I � I l lII i II\ J-I .i 1 JI 4` LEGEND DEVELOPMENT NOTES a III y_al ill _ I ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED. PROPOSED EXISTING FACE OF CURB IS SHOWN GRAPHICALLY ONLY. iInj1i ':n� PROPERTY LIMIT ALL PARKI NG STALLS TO BE 9- IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE I N DILATED. ll lil CURB &GUTTER 3. STANDARD DUTY iii .hall DI RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE MENLANSFONDEXA ill ,°'�ni LOCATIRCHES, LOCATIONS. A �Ai tll EASEMENT BUILDING - - - - -- - - - - -- ASPHALT PAVING 4. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS I RETAINING WALL I 4q1` li ii s_' 5. HEAVY DUTY - -I�� WETIAND LIMITS —� ASPHALT PAVING MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2.08 %11481. All 1il TREELINE A.tiM.V I PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 4'ORNAMENTAL FENCE —o —o —� IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN p ylili p� I SIGN —` CONCRETE PAVING ljl PIPE BOLLARD "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. NUMBER OF PARKING `iii == O KEY NOTES Ay- KEYNOTE O III I. 'I A. IR 4.♦ ' F 4/I, B. B -612 CONCRETE CURB AND GUTTER. /4�/ L s y` ALA C. BIKE RACK SEE ARCH ITERURAL PLANS. ; D. BENCH SEE ARCHITECTURAL PLANS. All (`a•//A E. SEGMENTAL BLOCK RETAINING WALL ; F. ACCESSI BILE RAMP. Iv I � I l lII i II\ J-I .i 1 JI 4` I 111 111 III ;N LEGEND DEVELOPMENT NOTES a III y_al ill ill 1. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED. PROPOSED EXISTING FACE OF CURB IS SHOWN GRAPHICALLY ONLY. iInj1i ':n� PROPERTY LIMIT ALL PARKI NG STALLS TO BE 9- IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE I N DILATED. ll lil CURB &GUTTER 3. STANDARD DUTY iii .hall DI RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE MENLANSFONDEXA ill ,°'�ni LOCATIRCHES, LOCATIONS. A �Ai tll EASEMENT BUILDING - - - - -- - - - - -- ASPHALT PAVING 4. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS !!i RETAINING WALL W0000000 4q1` li ii s_' 5. HEAVY DUTY - -I�� WETIAND LIMITS —� ASPHALT PAVING MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2.08 %11481. All 1il TREELINE A.tiM.V ,p PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 4'ORNAMENTAL FENCE —o —o —� IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN p ylili p� SIGN —` CONCRETE PAVING ljl PIPE BOLLARD "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. NUMBER OF PARKING `iii STALLS PER ROW O KEY NOTES -'iii KEYNOTE O III I 111 111 III ;N DEVELOPMENT NOTES a III y_al ill ill 1. ALL DIMENSIONS SHOWN ARE TO THE FACE OF CURB TO FACE OF CURB UNLESS OTHERWISE NOTED. I�� X111 11 FACE OF CURB IS SHOWN GRAPHICALLY ONLY. iInj1i ':n� 2. ALL PARKI NG STALLS TO BE 9- IN WIDTH AND 18' IN LENGTH UNLESS OTHERWISE I N DILATED. ll lil ill 3. RAL LOCATIONS AND DIMENSIONS OF CONTRACTOR SHALL REFER TO ARUILDING iii .hall DI RAMPS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE MENLANSFONDEXA ill ,°'�ni LOCATIRCHES, LOCATIONS. Ill ill off I 4. SEE ARCHITECTURAL PLANS FOR PYLON SIGN DETAILS -JIll In 4q1` li ii s_' 5. ALLGRADIENTS ON SIDEWALKS ALONGTHE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE - -I�� OF5 %11: 201, EXCEPT AT CURB RAMPS (1:12), AND A MAXIMUM CROSS SLOPE OF 2.08 %(1:48). THE kA MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2.08 %11481. All 1il THE CONTRACTOR SHALL REVIEW AND VERIFY THE GRADIENT IN THE FIELD ALONG THE ADA ROUTES ,p PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 11 IMMEDIATELY IF THERE IS A DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN p ylili p� GRADIENT. k c A, _4 c'`111, 6. "NO PARKING" SIGNS SHALL BE PLACED ALONG ALL DRIVEWAYS AS REQUIRED BY CITY. KEY NOTES III I. 'I A. BUILDING, STAIRS SEE ARCHITECTURAL PLANS. 4.♦ ' F 4/I, B. B -612 CONCRETE CURB AND GUTTER. /4�/ s y` ALA C. BIKE RACK SEE ARCH ITERURAL PLANS. D. BENCH SEE ARCHITECTURAL PLANS. All (`a•//A E. SEGMENTAL BLOCK RETAINING WALL ; F. ACCESSI BILE RAMP. t NORTH 0 20 40 SCALE IN FEET Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering l Surveying l Planning l Environmental Client PASTER ENTERPRISES 2227 UNIVERSITY AVE ST. PAUL, MN 55114 weeeeeeeee Project 7 &41 CROSSINGS CENTER Location CHANHASSEN, MINNESOTA HIGHWAY 7 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. //�'NIPrI Brady D. us Registratio �79 Date: 10 /17/2014 If appicalillf,luirct usfora wetsigned co"Archis plan which is available upon retries[ at Sam eatek's, Minnetonka, MN office. Summary Designed: BDB Drawn: JEB Approved: BDB Book /Page: Phase: PRELIMINARY Initial Issued: 10 /17/2014 Revision History No. Date BV Submittal /Revision Sheet Title SITE PLAN Sheet No. Revision Oe01 Project No. PAS20188 I I _Jr / X 993 7 SUPER AMERICA r GAS STATION I i 8 n I I I II S it I nl` I rn \ I' / All Ai �� \ \' Ili an � °�� '^ I / / p / 994U L`\& \ ` L'c�.� -z�l` „/( 993g / I - 41 -l�- r' ______= °___ 1M 992..4 = =T=__ a sy3 n 92.> + nnh Al B M ____ .y 998.2 997 993%4X___ ___� 993.4fF3 }�- - _ °' \ 995.41 / / / 993.3'.Y� 1:] 993.3 993.21% pp \ / ill X 498.9 =// Vl \ i \, 993.aik'� ilr 8;993393.3 /// \\_9 =2 _9s =/ 993y�___Oro� -_Pg,fl940 o-G / f __ ___ .\ \.._� k �t 9 3.] n r �, 9 MEET &MATCH - ii \` _ 9 / EXISTING \ �� 9szs s9Z9 +00 �9g> o 3 snNGC& / 9 \ „ 90,; SAUA / -- X - - - - -- `" SAWCIIT EXISTING PAVEMENT B % 992.6 992>- - n /� III \\ 6' I II 993.P�X_ w %992 1JT 6 1n "4e 9'5.3 gsgM�PAVEMENT 6SECmONH /�� J r Y gy a' LIT. /'. 1 O 0 _____ 9 IT O + MEET I / � 926 i &MATCH _ +r 1 l '� � � 99 .} 4 - - --TrL f II / X9823_ + _____x 992.3 EXISTINGC &Gp / gy.li. - •• a t' •� / / / X-9924-- �- - - - - -- +/ n A : :'.. •. •e:� ,� 9968 /I / ii //i 4 C R - 1 9 8.0 1 I i / / - I :.w2. ." -.• / / /�`\ I_______ 'h„ .. 993.8 993.7X994.3 TTT ,99'1 0.60 \ - dil 1 I, i.- .7 I � ��i-/ 993. 993-8 T1i rr MEET `: \\ -/ 9 .0 z /yI // EXISTINGC &G 999 ------------ I � x.110% p H 99412 2 1 GVI 1 993 2 994.1 994.2 h'3' YE ,dN 42. __ / - no ,.. 994x . I I Yw:99fi.5 // 5 998? j '#eat JR Y'ggjJ \�_____ lam/ %992.2 / 1 9{le I iii 2.4/:994.5 t- X 992.8 9 I / IF li / hh A \\ MEET & MATCH '_/ 1 �6x 9x32. . ,: I I / 'iii / %' I /�49 _l LON-- -� -X 993.0 EXISTING PAVEMENT / 1 9gM y „; 9545: 994.7 I I I // l. 9939 lr \ 11 \ - --L -- _ I AIDES g4 - - -- .%. ___ 9 4 3 a. I II / ' %iv:99].0 Qo' b I / / / IF w________ ` _ 1 I I 94, °994.4 j ynn I \000' ,00'` \ I A 9°jT 934 994 fi I \ I 993.71, KI \ r ___% 99 Y\ k I 9� �. r I / III o- /' I-aX� 992 II / /% i I 50'0 // L \\\ :x$995 \v sz 199 ° Ao PROPOSED BUILDING \I \ 993.8 ��\ Tj 993.4 \ I,. MEET l GSF -2 $00 \ \ \ EXISTING C &G } ,.x 4.2 FFE =91- -- .1 I g I I ro 111 11 0 \1 o°o // i'�\ / peps s: h .91 m �� \/ TQ_ Y1 7" _ 992.9 / 993.3 X- 9 4.2 k `� `6 �� ' / I( m s 2 _ _ .�.. ,994 x \ \ / T --`7: ` IQ ir 992..8 \\ 's 993.5/ ] -�'4- -_X 993.1 993.3 X__ I 1992.,2 �4.]x 1 �1� %997 +1 '^ 00� I OB ------ X 995.2 \ \ \ �.x; I %%:994. .m M 994.7 \ \ I \ s4 993.6I� vv i1A- ___ sf �' -�P- s �:4996s y VII s`' 1., ,�/ / o0 \ h� `94� 1, I�L99 __ 9936 I / _ RF �/ //\ IF , \ 9n l 4_ --- ,1'993.6 Imx •y x994] Y I / 6 98 �y' E93B�� )41' ,4'993_] �x993e1 94,T PROPOSED BUILDING / °j x/970 M 994.6 �•,�"y/L993.9 1 20ryM GSF =1.41$ • "/ I / Yw:993.8 `\� X 100}�r� \�N FFE =9947 - 1l S �1: x994.7 X 994.1 994.] r. / O / v x I I °2.16 % / /F 66z FF _ 09 / -``X*• Boaz 9 i!�' s / / MEET& MATCH / " s 39y.6 994] h e9a.vX < X 9$5 '`�q.6 1 X / p_ Yw:99J.3 / I .6 pr\ 995.5/ ' EXISTING PAVEMENT 9� 992. ry. FLOOR �- v�J II 104 /.... X FLOOR 994.21 % 9W 0 9 99410 =9958 _4 �� / t �w, Sig9 ••� >A A AV J 00:4 I X 1001 I -_- ' g9 \� ,y, \ All S \ \ kwi996.8 I I / / I r 0 / 1 / % 994.] 9g� 9°' Po V A Y(y1994.0 I I / YNiy Q a. ,y a a 994.1' \ ¢a. \ \ F, �' ] ' f ' 2.4 ,�(p V 10030 N T • Fa2 �'sN X 994.4 1 ,/,q6X �hG•449TC X 994. / i aO :(v:995.k \ \ \ \ \ I I r A'G 1 , Rw:995.D 995.9 vv J g9N� n4' 949 +`p9 \ \ \\ \\ \ I = 994.7 fh/ M n , J, S \ 2 \ \ \ \ \ \ I °o V d es 9 9h M 4/ co ♦ I A�'" V A A v I v t W V.. 95.6. e'y. �6p 44'�Fws�s�:�� Avv v vv� I I LT / f� I i \kG 1r \ \ r X995.0 9nhA i'99x \ 1006 '2..,k gyr 9' _, )9 al "� N �994.SF.F;e vIII II 4 II II I 'I / it I ' }p„995.5 / 9x6 ��. Ss v x99- /� 99aT/ 111 I II / li / 994 9o'he X 995 4B I! / I I\ I I ii I �I // v <� 992..7 v - 995.7 1l 1 1 1 II I u / 994.7/ I I 1 I it A FLOOR - 9536 994.ei�1_ / ' \I\ GM -995] 994i'.x'Ce94`8 ' \, A9�y„ / \I I I I I / / I / / �i loOG /9u0 i \\ i GM 99 9958 // y/' / A9 \ 95.3 �; . i( _ ''9� 995�iXj/ /I/ / I I I / / , AA ii / IF 1 14:1. .'.% / / /qtr. 1 \. niiiiiiiiiiiiiiii-EGEND PROPOSED EXISTING PROPERTY LIMIT CURB & GUTTER STORM SEWER cf�--I -0--0 DRAINTILE - KFF -rkk- rrR- FRE - BUILDING RETAINING WALL 000mooa WETLANDUMITS -l- TREELINE SPOT ELEVATION 962.5 962.5 CONTOUR -901_ RIP RAP OVERFLOW ELEV. � EDE SOIL BORINGS 902.5 SAW CUT EXIST BITUMINOUS PAVEMENT GRADING NOTES A. PROPOSED CONTOURS ARE TO FINISHED SURFACE ELEVATION. SPOT ELEVATIONS ALONG PROPOSED CURB DENOTE GUTTER GRADE. 6, CONTRACTOR SHALL REVIEW PAVEMENT GRADIENT AND CONSTRUCT "GUTTER our WHERE WATER DRAINS AWAY FROM CURB. ALL OTHER AREAS SHALL BE CONSTRU CTEDAS 'GUTTER IN' CURB. C. ALL GRADIENTS ON SIDEWALKS ALONG THE ADA ROUTE SHALL HAVE A MAXIMUM LONGITUDINAL SLOPE OF 5 %13301, EXCEPT AT CURB RAMPS 11:121, AND A MAXIMUM CROSS SLOPE OF 2.08 %11:481. THE MAXIMUM SLOPE IN ANY DIRECTION ON AN ADA PARKING STALL OR ACCESS ISLE SHALL BE 2A8%11:481. THE CONTRACTOR SHALL REVIEW AND VERIFYTHE GRADIENT IN THE FIELD ALONG THE ADA ROUTES PRIOR TO PLACING CONCRETE OR BITUMINOUS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY IF THERE IS DISCREPANCY BETWEEN THE GRADIENT IN THE FIELD VERSUS THE DESIGN GRADIENT. D. 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 CI /ASCE 38FE2 TITLED 'STANDARD GUIDELINES FOR THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA ". THE CONTRACTOR AND/OR SUBCONTRACTORS SHALL DETERMINE THE EMU 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). IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. E. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DU RI NO THE CONSTRUCTION PHASES OF THI5 PROJECT THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. F. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, FEE 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. G. THE CONTRACTOR SHALL COMPLETE THE SITE GRADING CONSTRUCTION IN ACCORDANCE WITH THE REQUIREMENTS OF THE OWNER'S 5016 ENGINEER. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER, THE CONTRACTOR SHALL BE RESPON5IBLE FOR COORDINATING ALL REQUIRED COLLECTS AND INSPECTIONS WITH THE SOILS ENGINEER. (T NORTH 0 20 40 SCALE IN FEET Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering l Surveying l Planning l Emiranmental Client PASTER ENTERPRISES 2227 UNIVERSITY AVE ST. PAUL, MN 55114 Project 7 &41 CROSSINGS CENTER Location CHANHASSEN, MINNESOTA HIGHWAY 7 Certification I hereby certify that this plan, specification or repowas ' prepared by me or under my direct supervision and that am a duly licensed professional ENGINEER under the laws of the state of Minnesota _1 � Brady D. uS �` Regshat 79 Date 10 /17/2014 If applica'V, ilEntact us mra wet signed copy ofthis plan which is available upon request at Si mbstek's, Minnetonka, MN office Summary Designed: BOB Drawn: JEB Approved: BOB Book /Page: Phase: PRELIMINARY Initial Issued: 10 /17/2014 Revision History No. Date BY Submittal /Revision Sheet Title GRADING PLAN Sheet No. Revision C4e01 Project No. PAS20188 \ 11� I I I r i I I �}•y I II ----------------------------------------- II 9 \ �Vyv\ Iv\ L \ rb -2 I L• 111 9. 1 - - �p l 1' n Inyr / I. T UNIT T )1 1 / / 111 / / / '. FFE =994,7 / l �I r =4d� 44 PROPOSED BUILDING / GSF- -1,41s III FFE =994.7 '..L II / II II J 2 " u ; a \ �Vyv\ Iv\ L \ rb -2 I L• 111 9. 1 - - �p l 1' n Inyr / I. ,99IP -2 ' Ili I1 I'I .•. I I Illy1ui, I I I I Iii 0• 1 ; II'I .• Ili ii �� 1i I\ 1 /g96/ II 1 I I I I J I I�I Ig / I / 9T' / I I / I/ / I /I / I / I / / T UNIT QUANTITY 1 / / 111 PROPOSED / BUILDING GSF=2e500 '. FFE =994,7 / UNIT �I r / Q / PROPOSED BUILDING / GSF- -1,41s III FFE =994.7 ,99IP -2 ' Ili I1 I'I .•. I I Illy1ui, I I I I Iii 0• 1 ; II'I .• Ili ii �� 1i I\ 1 /g96/ II 1 I I I I J I I�I Ig / I / 9T' / I I / I/ / I /I / I / I / / it m 'I � II / 11 ii I / / / / 1 y 1 vx` `\ VA 7 41 \ \ SS11 LT 1 I ,1p I I 14 I 1 111 I JII y 11 _/ - Id / 0 T UNIT QUANTITY 1 / / 111 I UNEAR FEET / CONSTRUCTION ENTRANCE UNIT I / UNIT 7 / Q / / III '..L II / II II J it m 'I � II / 11 ii I / / / / 1 y 1 vx` `\ VA 7 41 \ \ SS11 LT 1 I ,1p I I 14 I 1 111 I JII y 11 _/ - Id / 0 LEGEND PROPOSED EXISTING CURB &GUTTER � STORM SEWER 0-- cr�PB----0 DRAINTILE —FFF —FFF— pf> npf CONTOUR —902— — —902— — RIP RAP OVERFLOW ELEV. EDT x4t902.5 SILT FENCE , eSI SILT DIKE - - -SD -- -SDI TEMPORARY DIVERSION —y DITCH CHECK DAM INLET PROTECTION DEVICE 2 ® IP -2 TEMPORARY STONE CONSTRUCTION ENTRANCE um 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. INSTALL INLET PROTECTION DEVICES AROUND EXISTING STRUCTURES. S. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS. 6. HALT ALL ACTIVITI ES AN D CONTACT THE CIVIL ENGINEERI NG CONSULTANT TO PERFORM INSPECTION OF BM Ps. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE - CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 7. CLEAR AND GRUB THE SITE. 8. BEGIN GRADING THE SITE. 9. 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. B. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT —NOTE TO CONTRACTOR THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SW PPP, 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 SW DPP, 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 SW PPP NARRATIVE. EROSION CONTROL MATERIALS QUANTITIES ITEM T UNIT QUANTITY 1 � / 111 I UNEAR FEET v CONSTRUCTION ENTRANCE UNIT I INLET PROTECTION DEVICE(IP -1) UNIT 7 O Q / III '..L II II II J 2 " u ; a 2 / w I I < L f� / to / ,00s I 1 / / / 1006 / LEGEND PROPOSED EXISTING CURB &GUTTER � STORM SEWER 0-- cr�PB----0 DRAINTILE —FFF —FFF— pf> npf CONTOUR —902— — —902— — RIP RAP OVERFLOW ELEV. EDT x4t902.5 SILT FENCE , eSI SILT DIKE - - -SD -- -SDI TEMPORARY DIVERSION —y DITCH CHECK DAM INLET PROTECTION DEVICE 2 ® IP -2 TEMPORARY STONE CONSTRUCTION ENTRANCE um 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. INSTALL INLET PROTECTION DEVICES AROUND EXISTING STRUCTURES. S. CONSTRUCT THE SEDIMENTATION AND SEDIMENT TRAP BASINS. 6. HALT ALL ACTIVITI ES AN D CONTACT THE CIVIL ENGINEERI NG CONSULTANT TO PERFORM INSPECTION OF BM Ps. GENERAL CONTRACTOR SHALL SCHEDULE AND CONDUCT STORM WATER PRE - CONSTRUCTION MEETING WITH ENGINEER AND ALL GROUND DISTURBING CONTRACTORS BEFORE PROCEEDING WITH CONSTRUCTION. 7. CLEAR AND GRUB THE SITE. 8. BEGIN GRADING THE SITE. 9. 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. B. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT —NOTE TO CONTRACTOR THE EROSION CONTROL PLAN SHEETS ALONG WITH THE REST OF THE SWPPP MUST BE KEPT ONSITE UNTIL THE NOTICE OF TERMINATION IS FILED WITH THE MPCA, THE CONTRACTOR MUST UPDATE THE SW PPP, 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 SW DPP, 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 SW PPP NARRATIVE. EROSION CONTROL MATERIALS QUANTITIES ITEM T UNIT QUANTITY SILT FENCE I UNEAR FEET 1255 SILT DIKE I UNEAR FEET 1300 CONSTRUCTION ENTRANCE UNIT I INLET PROTECTION DEVICE(IP -1) UNIT 7 AREA SUMMARY IN ACRES PAVEMENT AREA 10.16 AC3 BUILDING AREA 10.09 AC3 TOTAL DISTURBED 0.35 Aa PRE - CONSTRUCTION IMPERVIOUS 10.00 AC± POST - CONSTRUCTION IMPERVIOUS 1 0.25 AC3 " REFER TO SHEET C5.02 FOR GENERAL NOTES, MAINTENANCE NOTES, LOCATION MAPS, AND STANDARD DETAILS (T NORTH 0 20 40 SCALE IN FEET Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering l Surveying l Planning l EnvirMlmental Client PASTER ENTERPRISES 2227 UNIVERSITY AVE ST. PAUL, MN 55114 Project 7 &41 CROSSINGS CENTER Location CHANHASSEN, MINNESOTA HIGHWAY 7 Certification I hereby cart fy 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. ` /ta. _1 /i^S/G .4�fai�� Brady D. us Regis[rati 79 Date: 30 /17/2014 If appllca nGR usfora wetsigned cok ihis plan which is available upon request at Sembatek's, Minnetonka, MN office Summary Designed: Bob Drawn: JEB Approved: BDB Book /Page: Phase: PRELIMINARY Initial Issued: 10 /17/2014 Revision History No. Date BV Submittal /Revision Sheet Title EROSION CONTROL PLAN Sheet No. Revision C5 .,01 Project No. PAS20188 EROSION & SEDIMENTATION CONTROL NOTES & DETAILS / "SITE MAP" T116NiR SITE SM B aX LILAC 1, n ANN TE � RM 0. L10X RARE B S + GIN d W ffl 3 R d 8 ILLS i — _ � a IcAX i W CRED V¢xbx Sl.n L M/i 8 ga a A �c v -APRON ucv LM.1EN L0. R uXE JD. 4, y R oR. �r Y.AYAN & RB J Ixl�ELdef¢ S2l En CF91g9y' Ak DOS yTi u 0 Si 5 Gx BE ggpp �L ORE �aX £�Q zEI LMe Lucy X4R.M eO 0. Q C z M ION cP i Yf1 HILL X M 11 < G cxES W A W.- q �cW SHE 5031 c 6 Ide Ann Arm vs P GL��LaL*J�z w NxDWDP T,_ T ST. $ a PID� fWVE0. cl. Ifff 3 1 E c0. E aUl c Rav Nsv. ,y ILL �6O a�9z \' HE e ALL CORPORAT ©� rn 4d i IS SE mossool SITE LOCATION MAP NOT TO SCALE e'MwBEPTO FOR ROCK UCMIN.DEPTH FOR MODCHIPS 1' -2- CLEAN CRUSHED ROCK /N ME MINIMUM WT OFF BERN J To MINIMIZE RUNT MOM SIZE FILTER FABRIC I �Ew I CO NTRAN EON ENGINEERING DEPARTMENT PE WAY 5301 JIEVLLLXrL XXXXXXX XXXXXXX XXXXXXXX �USGS MAP NOT TO SCALE CALL BEST 5 ST MIN AT a mnc nKU ii°1 w£d �BOX ke A T a C XsXc OF US '°.q � ANSI IN zXE f"�kiu°�i zA avi JIB y ROPER SILT FENCE MACHINE SLICED SET CENCE HEAVY DUTY nu wx Tnuam xnnnAL SOIL 2 Pr fit fim AAVE7cxdM SILT FENCE To BE PLACES IN. LFT oiuiniiFSA Aumv mW9Li9M AoE FENCE PREASSEMBL£DCYJ VARIABLE I A LENGTH ST DAYS YEAR 2Z 1 0 100 FEE- 5.X 75 FLY I TEE xolm 00-01` is 5<i yM� we A AN AGE 15 FEET LOCI BE SILT FDVCE E. Plotwt AM, I., SI DMI FOR SEDIMENT CONTROL V,B DE51ftABBIEE AR OFL cwmarnw uNlrs LOCATION Cf BILT FENCE FOR PEPEMnER CONTROL I SILT FENCE a@ }1p ENGINEERING DEPARTMENT ^ATf AS 5300 Tae xNC,A saveca HIGH -FLOW FABRIC ROAD DRAIN CASTOR MIRAFI DUST • NEENAH R -3 • NEENAH R -355:12 2 =ROAD DRAIN INLET PROTECTION (IP -2) NOT TO SCALE APRON CONSTRUCTION FGR[SI AREA 0 11 ES A al ADHESIVE FLOW- III HIM aCl01Will 20" I Q ISEMBLY M APRON ON THIS SIDE OF THE DIKE SHALL BE FOLDED UNDER THE DIKE SECTION 20" AND GLUED DOWN MANUFACTURERS RECOMMENDATIONS 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 ONO OVERLAP AND A 20" STRIP ALONG BOTH EDGES. FLOW ADHESIVTJ SECTION A -A SILT DIKE ON EXISTING PAVEMENT NOT TO SCALE ASPHALT PAVEMENT 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 SAMBATEK STANDARD SPECIFICATIONS, THE MORE STRINGENT SPECIFICATION SHALL APPLY. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATIONS ANDOR ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY LEVEL COMPANIES AND, WHERE POSSIBLE MEASUREMENTS TAKEN IN THE NFIELD .THE SUBSURFACE TITLEDINFORMATIONSHOWNONTHESE PLANSISAN UTILITY AND UALITY LEVE LXITHIS UALITYFACELWAITY DATA'THE ACCOR THECA TO BERELIE DO ASBEI GEXACITOR COMSTANDARD THE GUI ONTRATFOR MUST C CONTACT ALL 4 4 / DEPICTION OF EXISTING SUBSURFACE UTILITY DATA 'THE BEFORE ANY EXC IS EXCAVATION T BE RELIES EXACT A5 BEING EXACT LOCATION COMPLETE. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE TO EL COTE ALL ESATLEAST48 HOURS WHICH CONFLICT WITH THE PROPOSED UTILITIES RESPONSIBILITY FSMALOFTHE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT W ITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PUNS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING MINNESOTA GOPHER STATE ONE CAUSAL 800252 -1166 OR 651454 W02 3. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE EXISTING CONDITIONS SHOWN ON THIS PUN ARE BASED UPON AN ALTA OR TOPOGRAPHIC SURVEY PREPARED BY DATEDXX XX -XXXX. IF CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PUNS 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 DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASE50FTH15 PROJECT. THE CONTRACTOR WILL BE HEED SOLELY RESPONSIBLE FOR ANY DAMAGES OCCURRING TO THE ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 5. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES BMP'S AS REQUIRED BYTHE &PERMITS. THE CONTRACTOR SHALL OVERSEE THE INSPECTION &MAINTENANCE OF THE AVE SAND )HSI BEEN PREVENTION F FROM BEGINNING OF CONSTRUCTION AND UNTIL CONSTRUCTION IN CERMIT. DDITIAPPROVEDBYALL HE IMPLEMENTED NOTICE OF TERMINATION (NOT) HAS BEEN FILED WITH THE MPCA BY EITHER THE OWNER PHASES OPERATOR C APPROVED ON PERMIT. ADDITIONAL BMA'$ SHALL BE IMPLEMENTED AS DICTATED BY CONDITIONS AT NO ADDITIONAL COSTTO OWNER THROUGHOUT ALL PHASES OF CONSTRUCTION. 6, CONTRACTOR SHAM COMPLY WITH TRAINING REQUIREMENTS IN PART III AZ OPENS GENERAL PERMIT. 7, BMP'5 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. B. GENERAL CONTRACTOR SHALL DENOTE ON PUN 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. 9, 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 15 ALLOWED ON SITE. 10. ALL LIQUID AND SOLID WASTES GENERATED BY CONCRETE WASHOUT OPERATIONS MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY OR IMPERMEABLE LINER.A COMPACTED CLAY LINER THAT DOES NOT ALLOW WASHOUT LIQUIDS TO ENTER GROUND WATER IS CONSIDERED AN IMPERMEABLE LINER. THE LIQUID AND SOLID WASTES MUST NOT 4 4 PRO CONTACT IN COMPLIANCE DTHERECA MUST RENOTTIONI RUNOFF SIGN FROM THE MUSTUINSTALLE ADJACENT FACILITY TO INFORM CONCRETE EQUIP ENT DISPOSED RAT PROPERLY AND HE IN COMPLIANCE WITH MPCA REGULATIONS. A SIGN MUST BE INSTALLED ADIACENTTO EACH WASHOUT FACILITYTO INFORM CONCRETE EQUIPMENT OPERATORS TO UTILIZE THE PROPER FACILfrIFS. 11, SUFFICIENT OX 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. 12, 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. 13. SOLID DISPOSED FPROPERLY&,ASPHALT&CONCREMPCA DISPOSALS EQUIREEBRIS, PAPER, PLASTIC, FABRIQ CONSTRUCTION&DEMOLITION DEBRIS &OTHER WASTES MUST BE DISPOSED OF PROPERLY &MUST COMPLY WITH MPCA DISPOSAL flEQUIflEMENTS. 14. 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. 15, ALL STORM WATER POLLUTION PREVENTION MEASURES PRESENTED ON THIS PLAN, SHALL BE I NITIATED A550ON AS PRACTICABLE AND PRIOR TO SOIL DISTURBING ACTIVITIES UPSLOPE. 16, DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS STOPPED SHALL BE TEMPORARILY SEEDED WITHIN 14 DAYS OF INACTIVITY. SEEDING SHALL BE IN ACCORDANCE WITH MN/DOT SEED MIXTURE NUMBER LOS OR 110 DEPENDING ON THE SEASON OF PUNTING (SEE MN /DOT SPECIFICATION SECTION 2575.3) SEEDING METHOD AND APPLICATION RATE SHALL CONFORM TO MN/DOT SPECIFICATION SECTION 2575.3. TEMPORARY MULCH SHALL BE APPLIED IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.31`3 AND 2575.3G. ALTERNATIVELY, HYDRAULIC SOIL STABILIZER IN ACCORDANCE WITH MN/DOT SPECIFICATION SECTION 2575.311 MAY BE USED IN PUCE OF TEMPORARY MULCH. 17, DISTURBED PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITY HAS PERMANENTLY STOPPED SHALL BE PERMANENTLY STABILIZED. THESE AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE TIMETABLE DESCRIBED ABOVE. REFER TO THE GRADING PLAN AND /OR LANDSCAPE PUN FOR VEGETATIVE COVER. 18, 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 STABIUZED 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. 19. ON -SRE & 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. 20, TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCE OR EITHER EFFECTIVE SEDIMENT CONTROLS& CANNOT BE PLACED IN SURFACE WATERS, INCLUDING SfORMWATER CONVEYANCES SUCH AS CURB & GUTTER SYSTEMS OR CONDUITS & DITCHES. 21. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE RUNOFF VELOCITIES AND EROSION. 22. 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. 23. ALL CONSTRUCTION SHALL BE STABILIZED AT THE END OF EACH WORKING DAY, THIS INCLUDES BACKFILLING OF TRENCHES FOR UNUTY CONSTRUCTION AND PLACEMENT OF GRAVEL OR BITUMINOUS PAVING FOR ROAD CONSTRUCTION. makinsol MAINTENANCE NOTES: 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 DS INCHES IN 24 HOURS. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CLEANED AND REPAIRED IN ACCORDANCE WITH THE FOLLOWING: 1. ALL SILT FENCES MUST BE REPAIRED, REPLACED, OR SUPPLEMENTED WHEN THEY BECOME NONFUNCTIONAL OR THE SEDIMENT REACHES 1/3 OF THE HEIGHT OF THE FENCE. THESE REPAIRS MUST BE MADE WITHIN 24 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS. 2. TEMPORARY AN O PERMANENT SEDIMENTATION BASINS MUST BE DRAINED AND THE SEDIMENT REMOVED WHEN THE DEPTH OF SEDIMENT COLLECTED I N THE BASIN REACHES 1/2 THE STORAGE VOLUME. DRAINAGE AND REMOVAL MUST BE COMPLETED WITHIN 72 HOURS OF DISCOVERY, OR AS SOON AS FIELD CONDITIONS ALLOW ACCESS (SEE PART IV.D. OF THE GENERAL PERMIT). 3. SURFACE WATERS, I INCLUDING DRAINAGE DITCHES AND CONVEYANCE SYSTEMS, MUST BE I INSPECTED FOR EVIDENCE OF SEDIMENT BEI NG DEPOSITED BY EROSION. THE CONTRACTOR MUST REMOVE ALL DELTAS AND SEDIMENT DEPOSITED IN SURFACE WATERS, INCLUDING DRAINAGE WAYS, CATCH BASINS, AND OTHER DRAINAGE SYSTEMS, AND RESTABI LIZE THE AREAS WH ERE SEDIMENT REMOVAL RE5U LIPS IN EXP05ED 501 L, TH E REMOVAL AND STABILIZATION MUST TAKE PLACE WITH N SEVEN J DAYS OF DISCOVERY UNLESS PRECLUDED BY LEGAL, REGULATORY, OR PHY5ICAL ACCE55 CONSTRAINTS. THE CONTRACTOR SHALL USE ALL REASONABLE EFFORTS TO OBTAIN ACCESS. IF PRECLUDED, REMOVAL AND STABILIZATION MUST TAKE PLACE WITHIN SEVEN )7) CALENDAR DAYS OF OBTAINING ACCE55, THE CONTRACTOR 15 RESPONSIBLE FOR CONTACTING ALL LOCAL, REGIONAL, STATE AND FEDERAL AUTHORITIES AND RECEIVING ANY APPLICABLE PERMITS, PRIOR TO CONDUCTING ANY WORK. 4. CONSTRUCTION SITE VEHICLE EXIT LOCATIONS MUST BE INSPECTED FOR EVIDENCE OF OFF -SITE SEDIMENT TRACKING ONTO PAVED SURFACES. TRACKED SEDIMENT MUST BE REMOVED FROM ALL OFF -SITE PAVED SURFACES WITHIN 24 HOURS OF DISCOVERY, OR IF APPLICABLE, WITHIN A SHORTER TIME TO COMPLY WITH PART IMC.6 OF THE GENERAL PERMIT. 5, THE CONTRACTOR IS RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF TEMPORARY AND PERMANENT WATER QUALITY MANAGEMENT BMPS, AS WELL AS ALL EROSION PREVENTION AND SEDIMENT CONTROL BMPS, FOR THE DURATION OF THE CONSTRUCTION WORK AT THE SITE. THE PERMITTEE(S) ARE RESPONSIBLE UNTIL ANOTHER PERMITTEE HAS ASSUMED CONTROL ACCORDING TO PART II.B.5 OVER ALL AREAS OF THE SITE THAT HAVE NOT BEEN FINALLY STABILIZED OR THE SITE HAS UNDERGONE FINAL STABILIZATION, AND A NOT HAS BEEN SUBMITTED TO THE MPCA. 6. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF -SITE ACCUMULATIONS OF SEDIMENT MUST BE REMOVED IN A MANNER AND AT FREQUENCY SUFFICIENT TO MINIMIZE OFF SITE IMPACTS (E.G.., FUGITIVE SEDIMENT IN STREETS COULD BE WASHED INTO STORM SEWERS BY THE NEXT RAIN AND /OR POSE A SAFETY HAZARD TO USERS OF PUBLIC STREETS). 7. ALL INFILTRATION AREAS MUST BE INSPECTED TO ENSURE THAT NO SEDIMENT FROM ONGOING CONSTRUCTION ACTIVITIES IS REACHING THE INFILTRATION AREA AND THESE AREAS ARE PROTECTED FROM COMPACTION DUE TO CONSTRUCTION EQUIPMENT DRIVING ACROSS THE INFILTRATION AREA. Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering I Su p I Planning I Emirmmmtal Client PASTER ENTERPRISES 2227 UNIVERSITY AVE ST. PAUL, MN 55114 Project 7 &41 CROSSINGS CENTER Location CHANHASSEN, MINNESOTA HIGHWAY 7 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 oval ENGINEER under the laws of the state of Minnesota._1 Brady D. us Registrati 79 Date: 30 /17/2014 If applARN,IlYntact us Tora wetsigned co"Idthis plan which is available upon request at Sambatek's, Minnetonka, MN office. Summary Designed: BOB Drawn: Me Approved: BDO Book /Page: Phase: PRELIMINARY Initial Issued: 10 /17/2014 Revision History No. Date BV Submittal /Revision Sheet Title EROSION NOTES & DETAILS Sheet No. Revision C5e02 Project No, PAS20188 F� RIM EL 993 _ INV N EL .93 INV S EL 9.03 i i 4a Wpm INV E/W L- 981.83 /j EX. SAN MH - -1 I I I AMERICA / A $ RIM V W 98fi 02 'i Ihl iI 1 GAS STA1RIl a INV 5E= 985.02 1 I 1 ASW -98482 s /� IJ ij rv- J /A e SAN '11\ i L i _ ___ Y pcp _ 1— II�Ll�y -1'/ p �s/ 'L/44 i' ' �•��. '� _— _____J ��.,i , �1 on C'- I CE - - -- J - - - -- ------ - - - - -- ------------ '. \ — -- -- -- — — — — — Ap — — -- — — — -- -- -- I � I I � p I AD.w PECA u US I FE _>- �� dd I I I I . \ 4.`•< I o M Ia GM I'Fe/ ` ry0� EYE� :�'rz• snown wu o F ACCOMINH TO unE /O Sea?THIN STANDARD OUDELINFS FOR FILE wnEAFT N QUALITY EFr'onor�mmNE5 SUBSURFACE ..DCOR SUBCONTRACTORS STEEL DETERMINE FILE wsr IOUarw+ or ALL EASTMAN THE min C�H[ ORK,ATCO nX. AT AGREE BEE FULLY RESPONSIBLE cANYMGM n>T[ DAMAGES, WHICH MINNESOTA). MIGHT BE CCA THE HIS OR HER FAILURE ENOBOD LOCATTE ANDEET00EEANYAEmonselelrIES UNDERGROUND NDANDOVERHOULlcT . eeorwlonro By TILE CONTRACTOR ENECOUBLETERNANY DRAIN FILE WITHIN THE SON, HEM SHE MIALL FULFILLS ENGINEER WITH THE LATTION, SIZE, INVERTANCIFTHEMEUNTSACTIVE REACTIVE DRAIN TILE SHALL BE SLACCEILUELIT WITHOUT APPROVAL FROM THE PROJECT ENGINEER. _ r 0 Ili tX 'b=PSV3 9A U 11 I a � I FIRf DEPT CONNE CTION a. (APPROX. LOCATION) MH 10 �'A.a ; E= 989.40 C (FIELD VERIFY) . `., CONSTRUCT48 "STORM SEWER MANHOLE OVER THE EXISTING 12" STORM SEWER PIPE. CONTRACTOR RESPONSIBLE FOR SERVICE TRENCH AND ALL RR�OTRATIONS. �.�N 4 ` C. SE ,Eb, a s.4 r FLOOR ELEV. � =995] FDA A EX CB RIM EL= 993.44 INV= 990.24 COMM 101 RE =993.60 IEHE990.24 ' I :. irk EX CB a CONNECT TO EXISTING • ±. SANITARY SEWER SERE -� , IE= 986.84 FORCEMAIN(SAN.) (FIELD VERIFY) r IBI I - --+ ---- -¢ ;• PROPOSED BUILDING �} GSF =2,500 GAS LINE FFE =994,7 p UE UE EX ®RIM 12" PC O I Ip -_ 23 LF- --- ROOF ORgIN = _ - 1 _ - -FEE .- CONNECTION @ 1.0% IE- 989.79 PROPOSED 7 BUILDING �,........__. GSF =1,435 FFE =994.7 11 I a � I FIRf DEPT CONNE CTION a. (APPROX. LOCATION) MH 10 �'A.a ; E= 989.40 C (FIELD VERIFY) . `., CONSTRUCT48 "STORM SEWER MANHOLE OVER THE EXISTING 12" STORM SEWER PIPE. CONTRACTOR RESPONSIBLE FOR SERVICE TRENCH AND ALL RR�OTRATIONS. �.�N 4 ` C. SE ,Eb, a s.4 r FLOOR ELEV. � =995] FDA A EX CB RIM EL= 993.44 INV= 990.24 COMM 101 RE =993.60 IEHE990.24 `,,, 35 LF -12" ( HDPE @0.50% ?32LFARE CBMN 102 RE= 993.20 IE= 989.56 ON /,PPA4) CB \ �dd DO A)A M 1 /1 1 1 1 1 1 1 I I I 1 I 1 1 1 1 1 1 1 I 1 1 I 1 1 1 I I I I 1 1 I I 1 I I I 1/ I / 1 I 1 1 I �q9 EX CB RIM EL- 997.41 NV =993.31 ' o I EX CB I I I RIM = 991.87 0—pil RB DDS I NV= 982.87 FORCEMAIN(SAN.) 6 li,N IRS A WATERMAIN IBI I - --+ ---- -¢ g — — — — — — — — — — — — — — 24" RCP — Bee — FFF — ere — ear — GAS LINE 44 p UE UE EX ®RIM 12" PC O E IOOa.a6 L = O STERN MH RIM EL. 997.82 INV E EL =99282 INV EL.= 983.32 I Q U RES J YE CA `,,, 35 LF -12" ( HDPE @0.50% ?32LFARE CBMN 102 RE= 993.20 IE= 989.56 ON /,PPA4) CB \ �dd DO A)A M 1 /1 1 1 1 1 1 1 I I I 1 I 1 1 1 1 1 1 1 I 1 1 I 1 1 1 I I I I 1 1 I I 1 I I I 1/ I / 1 I 1 1 I �q9 EX CB RIM EL- 997.41 NV =993.31 LEGEND EX CB PROPOSED EXISTING CURB &GUTTER RIM EL=1003.80 STORM SEWER 0—pil RB DDS s NV EL= 997.a0 FORCEMAIN(SAN.) 6 li,N IRS A WATERMAIN IBI I - --+ ---- -¢ EASEMENT — — — — — — — — — — — — — — 111 1 — Bee — FFF — ere — ear — GAS LINE a GL ELECTRIC UE UE EX ®RIM UT —UT O E IOOa.a6 L = O l n rl Q U RES J YE CA ii = m WIT C II U g a I 2 LU rl LT LT II EX CB RIM EL = 1005,79 LEGEND PROPOSED EXISTING CURB &GUTTER STORM SEWER 0—pil RB DDS SANITARYSEWER IF - -@ FORCEMAIN(SAN.) 6 li,N IRS A WATERMAIN IBI I - --+ ---- -¢ EASEMENT — — — — — — — — — — — — — — DRAINTILE — Bee — FFF — ere — ear — GAS LINE a GL ELECTRIC UE UE TELEPHONE UT —UT FUTILITY CONSTRUCTION NOTES A. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACF LOCATIONS AND DIMENSIONS OF VESTIBULE, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. B. 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 15 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 (651)454-0002. C. 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. D. 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. TH E DUTY OF THE ENG I N PER OR TH E DEVELOPER TO CON DUCT 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. E. ALL AREAS OUTSIDE TH E PROPERTY BOUNDARIES THAT ARE DISTU FRED BY LET LITY CONSTRUCTION SHALL BE RESTORED IN KIND. SODDED AREAS SHALL BE RESTORED WITH 61 INCHES OF TOPSOI L PLACED BENEATH THE SOD. F. TH E CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FIAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. G. PRIOR TO PLACEMENT OF AGGREGATE BASE A TEST ROLL WILL BE REQUIRED ON THE STREET AND PARKING AREAS 25 TON THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25TONS . THE TEST ROLLING SHALL BE AT SCHIS DIRECTION OF THE Sol 15ENGIN EER AND SHALL WHICH IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS OF THE STREET OR PARKING AREA ARE UNSTABLE. CORRECTION S OF THE ENGINEER. SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REgUIREMENTS OF THE SOUS ENGINEER. t NORTH 0 20 40 SCALE IN FEET Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering l Surveying l Planning l Emiranmental Client PASTER ENTERPRISES 2227 UNIVERSITY AVE ST. PAUL, MN 55114 Project 7 &41 CROSSINGS CENTER Location CHANHASSEN, MINNESOTA HIGHWAY 7 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 RIBS Brady D. us Registrati 79 Date: 30 /17/2014 If appl'ce ema usmra wetsgned mpyoRM1is plan which is available upon request at Sambatek's, Minnetonka, MN off ce Summary Designed: Bob Drawn:IEB Approved: 3DB Book/ Page: Phase: PRELIMINARY Initial Issued: 10 /17/2014 Revision Hi R story No. Date BV Submittal /Revision Sheet Title UTILITY PLAN Sheet No. Revision C6.01 Project No. PAS20188 NOTE: 1— V Grate Shown 2— VB Grate Shown shall be used at all low points. Face of Curb Direction of Flaw PLAN Catchbosin casting and grate Neenah R3067 —V or equal *Precast e to be 2" below 3" radius curb box. r grade. ansition curb on each of catch basin. Precast concrete or HOPE adjusting ringsof Curb Varies Minimum of 2 -2 ", 6 1/2" maximum of 5 -2° Varies concrete adjusment ring allowed with 1/3' minimum to 1/2" bed of mortbetween each and a Grout 6" thick concrete coon the outside. 6 "Min. base Doghouses shall be grouted on both the SECTION Inside and outside. NOTES: 1. Steps shall be provided in all catch basin /manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. a fOf STORM SEWER CATCH BASIN CROW 2' X 3' RECTANGULAR R7ei z -fo ENGINEERING DEPARTMENT PIAIE 3101 FlLE NI G G SPECS 3101 N u table Curb & Gutter to be transitioned into a B618 type at catchbosin. A A /5q' 5 CCaatThbasin to be deoreseed 2" below design gutter 1'me grade. Neenah R- 3067 —VB shall be used lot all low points. 2 -p4 -60 "Long Rebars Each way ISOMETRIC No Scale 5' Min. Transition ! 5' Min. Transition { o `o Top of p° w Curo Design gutter line grade 2— $4 -60' LONG Frame & Casting Reba Each way SECTION A —A No Scale Mop I CURB SSW CONSTRUCTION AT CATCH BASIN REVISED: 1 -10 RATE 1101 ENGINEERING DEPARTMENT 3106 7U INNE:IX\QiG \EPECB \3108 8_N 6" 1 Distance to Ck variable "r i slope er ft PROJECT NAME r n � PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY VARIABLE 8 "• 18" MnDOT B618 O Concrete Curb and Gutter 6" DisL4per to variable DEVELOPER- NAME 1/2„ Top Bituminous Material Ira a e PHONE NUMBER HYDRANT Concrete Curb and Gutter VALVE BOX 6° 6 VARIES 5' -6' PHONE NUMBER Parking Lots, or Medians. (SEE PLANS) PERMITTED CONSTRUCTION HOURS- MON. -FRI. 1/4" PER FT. 8'R SLOPE TO ROADWAY CURB SATURDAY 4" CLASS 5 BASE f 9AM -5PM 2' 3' 2.5' Min. 101/2° Surmountable CONCRETE SEE NOTES 1 & 3 MAINTENANCE OR DELIVERIES NOTES: 28° ALLOWED ON SITE OUTSIDE 1. TYPICAL 6" THICK CONCRETE SIDEWALK. 4„ 4" 1/8"r 2. USE B" THICK FOR COMMERICAL DRIVEWAY CROSSING. Surface Bituminous Curb 6' Shoe Farmed N 3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952 -227 -1160 INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. —7REMSED: 3 -10 ENGINEERING DEPARTMENT Cfl'IOF 7 NV4CQ G SPECS 5VO meeeeeei 3. SIGN SHALL HAVE WHITE BACKGROUND WITH CONCRETE 4. LETTER SIZE TO FIT 8' X 6' SIGN. Comm SIDEWALK DEVELOPMENT C=SEN I INFO SIGN RD4seG: 1 -10 ENGINEERING DEPARTMENT ii PL11E xo_ 521 T 5313 FEE NAME:G: \ErvG \SPECS \521{ 8_N 6" 1 Distance to Ck variable "r 3 /2'r Top Bituminous Material slope er ft PROJECT NAME M n � PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY 8 "• 18" MnDOT B618 RESIDENTIAL SUBDIVISION Concrete Curb and Gutter 6" DisL4per to variable DEVELOPER- NAME 1/2„ Top Bituminous Material e PHONE NUMBER 5 MnDOT 8612 Concrete Curb and Gutter CONTACT- NAME 8" 12" NOTE: ror Use Only with Private Driveways, PHONE NUMBER Parking Lots, or Medians. 6' PERMITTED CONSTRUCTION HOURS- MON. -FRI. Top Bliuminous Material 8'R 7AM -6PM SATURDAY • f 9AM -5PM ABSOLUTELYH! NO CONSTRUCTION ACTIVITY, 101/2° Surmountable MAINTENANCE OR DELIVERIES 28° ALLOWED ON SITE OUTSIDE 4„ 4" 1/8"r OF THESE HOURS. Surface Bituminous Curb 6' Shoe Farmed N CITY OF CHANHASSEN ENGINEERING DEPARTMENT 952 -227 -1160 NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. —7REMSED: 3 -10 ENGINEERING DEPARTMENT 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 7 NV4CQ G SPECS 5VO meeeeeei 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. 010F DEVELOPMENT C=SEN I INFO SIGN REMSE1r.1 -fo ENGINEERING DEPARTMENT nAre N0'` 5313 FlIE NOME Q G SPEC6 5313 1/2 6" 1 Distance to Ck variable "r 3 /2'r Top Bituminous Material slope er ft M n � 8 "• 18" MnDOT B618 Concrete Curb and Gutter 6" DisL4per to variable 1/2 "r 1/2„ Top Bituminous Material e '0 5 MnDOT 8612 Concrete Curb and Gutter M 8" 12" NOTE: ror Use Only with Private Driveways, Parking Lots, or Medians. 28 "R 12 "R Top Bliuminous Material 8'R 416"" 1/2 • f 12 1/2 101/2° Surmountable Concrete Curb and Gutter 28° 4„ 4" 1/8"r Bituminous Surface Bituminous Curb 6' Shoe Farmed N QPIOF TYPICAL CURB AND GUTTER —7REMSED: 3 -10 ENGINEERING DEPARTMENT Pi r� 5203 7 NV4CQ G SPECS 5VO meeeeeei RECOA MA DEPEf L01 4x POSTWIDTH I 4'X 6' ORNAMENTAL FENCE PANEL 1 N.TS. `AMERISTAR AEGIS 11 MAIESTIC OR APPROVED EQUAL 1 2 3 4 Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering l Surveying l Planning l Environmental Client PASTER ENTERPRISES 2227 UNIVERSITY AVE ST. PAUL, MIN 55114 Project 7 &41 CROSSINGS CENTER emmimmimmi Location CHANHASSEN, MINNESOTA HIGHWAY 7 Certification I hereby certify that his 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. //�' 9 /N Brady D. u$ Registratio�79 Date: 10/17/2014Date: 30 /17/2014 If appllca dntact usfara wetsigned co"cathis plan which n available upon request at Sambetek's, Minnetonka, MN office. Summary Designed: BDB Drawn:IEB Approved: BDB Book/ Page: Phase: PRELIMINARY Initial Issued: 10 /17/2014 Revision History No. Date BV Submittal /Revision Sheet Title DETAIL SHEET Sheet No. Revision C9001 Project No. PAS20188 5 4 tl 2 0 Nat �® CtlC $ tl @ '�'4 3 9tlEast $k gaI#Ia da !c[ a 'a c ° I atl3 9 @a Y SaE° tl ;I +11e.4 ; s Egl4€ @ € SA �I $fig B s@ € 6�e11€ € es s a Qi g. a 4 za 3g altl W g Y Pig s• a ?pn ': € €gp s ag I a g at tl€ gg[ g @ 3�e�g @ €. 3e.� €p Itl °I• e$I €[Ars @a q tlI i a�AIR tl@,� 3W� g Pn Yp g Y� €e� � fr s� na °s�a�W � ie a' I aE 11g eg 5 @ 8e° � �11 16 @Aea a -° € a € P a ° a@ @ k t� �g 4 s €3s IsCI@ t @'� 4° ls3a cgs@ €jS j g.® @iy @ @ °2 �gc3 d °sl @Py�g A a7 sg gy 2P @@ € €g1 eta a!5 l eggs -aaiP. o 'S IgEt1 # !€@ @ E 54l g ie g � a $ �tl cgg � � g2 '-^+ aSg€ gPi as@p42 eL gtl E ! ° [ tl g @g9g f 5 g eg 4W a g� s € E 6a y„ s. @ 5 A� lob @esu:9€ ° ° •$€v €gg$ €-i€ p 81'18 €e �g9 @49934.4 @oeoo o°e0o ® ®® s 3 PPp g °9 l +k 3---� • ° a e 2i ® ° 2 0 • i ¢>s 1A of e a °, ag1 iI tl ad Eg pppp �• 5 • • n.w...,.m. 0Q� xpg i i� iilllw 8a a ® a�Wg €s p n• 54 y ° i� +i • ' ® o® .9lg g@ 2l¢9 °@ East 1IS aa5 @� 9 €a d aP �914tlpp@�a3 �@ ��a • 1 s 9 €� ° a ®g 5aGgBg Igo �E ¢ • i3 g� @ gg3 g €.W wl 3 &�!'[a 9— 8 @g • � • � � • @ ; li; � i a I� 8 i dp •e 3�® 1 tl ® ° 4 r® ®® 3 @ Eau 1 sgg13 it IkR %3i a 4 • g g =rm. ._. ® 0000 o ao00 ® ®�® [ $�` a °I a € ° (IffOF Pedestrian Curb Ramps CPf OF Pedestrian Curb Ramps WENT STANLIE West "Aawn III MEET , �p9101 ��p�� Pedestrian Curb Ramps IL ME Page 1of 5 I WM Page 2 of 5 1119a I Page 3 of 5 REASm. 3-14 PLATE I'll REVSED: a-1a ENGINEERING DEPARTMENT xa. 52158 FlEE rune c\EUC sPEa 5215 ENGINEERING DEPARTMENT 5215 REVISED: 3 -1a ENGINEERING DEPARTMENT PURE No.: 5215A FILE Nwec Nc 9PEGS 52150 Fl7 NNIE:G: \ENG \SPECS \52158 o.. 1p1014- 4aaom- u., snrvxwecrswu 'w+.auwlw�w,r�mm =mzo>eer, -oanm a �3 J�� lg5ogg tl m tlg 1-12 �[6+ @aal ®�2 ��tl�tlg �K Nb 5db[ �Pi..tl; p��Ce¢Pggi1�1 me @i" 6�CIpP e9a1 E = 9 tlatl 2gtlal8i at CalS4 e €i<�I y 01- Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering l6urkxyinA l Planning lEmiranmental Client PASTER ENTERPRISES 2227 UNIVERSITY AVE 5T. PAUL, MN 55114 Project 7 &41 CROSSINGS CENTER Location CHANHASSEN, MINNESOTA EI1GElwav 7 Certification I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed professional ENGINEER under the laws of the state ofj}M��in�/neso ta. _1 Brady D. us Registrati ]9 Gate: 10/17/2014 If appllca nGR US fora wet signed copy of this plan wMCF is available upon request at Sambatek'z, Minnetonka, MN Office. Summary Designed: Bob DfaWn:lEB Approved: Bob Book /Page: Phase: PRELIMINARY Initial Issued: 10/17/2014 Revision History No. Date BV Submittal /Revision Sheet Title DETAIL SHEET Sheet No. Revision 09.02 Project No. PAS20188 p �g exp warp '} l �£tl � @� €46@ ®'3a k k � 9'tl Ag�Et 3t� "4ls @e @'s iAl4�aiilfeue €°e�a38��;® Ian@ FiY °�Wg 3433�s p E F` 191 €3i�� @e9s @$ @@ ga= 3[ 9g9tle3tl €gs'� yy}$ylS � Pp r 3€ hg g Yg Pe ! a • g g � o p a li gg a. 3gg aAg� Cl'fIUF Pedestrian Curb Ramps ��$$� Page 4 of 5 �a g° REMS2D: 5 -1s ENGINEERING DEPARTMENT PURE No.: 52150 FlIf N1nE: G:\aPG \SPECS \52150 Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering l6urkxyinA l Planning lEmiranmental Client PASTER ENTERPRISES 2227 UNIVERSITY AVE 5T. PAUL, MN 55114 Project 7 &41 CROSSINGS CENTER Location CHANHASSEN, MINNESOTA EI1GElwav 7 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 ofj}M��in�/neso ta. _1 Brady D. us Registrati ]9 Gate: 10/17/2014 If appllca nGR US fora wet signed copy of this plan wMCF is available upon request at Sambatek'z, Minnetonka, MN Office. Summary Designed: Bob DfaWn:lEB Approved: Bob Book /Page: Phase: PRELIMINARY Initial Issued: 10/17/2014 Revision History No. Date BV Submittal /Revision Sheet Title DETAIL SHEET Sheet No. Revision 09.02 Project No. PAS20188 p �g exp warp '} l �£tl � @� €46@ ®'3a k k � 9'tl Ag�Et 3t� "4ls @e @'s i FiY °�Wg 3433�s p E F` 191 €3i�� @e9s @$ @@ ga= 3[ 9g9tle3tl €gs'� yy}$ylS b Pp 3€ g Yg p a a. 3gg �a g° nmro- mArtel �' Ql'IUF Pedestrian Curb Ramps ( Page 5 of 5 REVSm: 3 -1a ENGINEERING DEPARTMENT Pu1E �� 5215D Fl[E NVIE:G G EPECS 52150 Sambatek www.sambatek.com 12800 Whitewater Drive, Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering l6urkxyinA l Planning lEmiranmental Client PASTER ENTERPRISES 2227 UNIVERSITY AVE 5T. PAUL, MN 55114 Project 7 &41 CROSSINGS CENTER Location CHANHASSEN, MINNESOTA EI1GElwav 7 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 ofj}M��in�/neso ta. _1 Brady D. us Registrati ]9 Gate: 10/17/2014 If appllca nGR US fora wet signed copy of this plan wMCF is available upon request at Sambatek'z, Minnetonka, MN Office. Summary Designed: Bob DfaWn:lEB Approved: Bob Book /Page: Phase: PRELIMINARY Initial Issued: 10/17/2014 Revision History No. Date BV Submittal /Revision Sheet Title DETAIL SHEET Sheet No. Revision 09.02 Project No. PAS20188 ^. - - _J r ej PRESERVE SPIREA SHRUBS REMOVE ALL OTHER SHRUBS -DO NOT DAMAGE EXISTING ASH TREE 7 KF� If ,. TS I I. KF 1 I II s .. ..K PROTECT TREES TO BE PRESERVED DURING -- CONSTRUCII(�ry� CONSTRUCTION TRAFFIC DyN._ NO CO OR STORAGE OF NO UNDER EXISTING i y.; •; TREE CANOPY: STAKE AND FENCE OFF ' PRESERVED TAEESAT CANOPY LINE - - - - - -- �r.•?� -'I EXI LNG IN a -__ - - -- - - - - -- n � 4ACE IRRIGATION SYSTEM TO BE RECONFICi41REDANO REUSED AS MUCHAS_ POSSIBLE. SP ' AGEIRELOCATE VALVE BOX q LOCAL IOF-51FSr1,TRASH ENCLOSURE____ -. -• °'t- �I I PRESERVESHRVE ROSES AND GRA TRIM BACK ROSES, REMOVE WEEDS, REM> .< FENCE OFF DURING CONSTRUCTI Ii- i , '�, 10" ASH TO BE PRESERVED 4" CLUMP BIRCH TO BE PRESERVED 3" HACKBERRY TO BE PRESERVED ALL 7AKtAJ UI P I L TO BE SODDED U PROPOSED BUILDING " GSF. _2"500 00 FFE- -994.7 -Ali t PROPOSED BUILDING GSF =1,415 FFE =994.7 1 _'� LANDSCAPE PLAN )l �. `k KEY LANDSCAPE LEGEND (ALL SHEETS) KEY sIU I Roor GTr. REMARKS BOTANICAL NAME Dlnouous TREES HB Celtis Occidentalis HACKBERRY 2" RR 1 ap SB Amelanchier x gr,'Autumn Brilliance SERVICEBERRY(clump form) 1.5" Be 3 a= z SS Malus x'Soong Snow' SPRING SNOW CRABAPPLE 1.5" BB 3 FF I _T DURING I I J SCALE IN FEET PA NOTES GENERAL NOTES: 1. THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF THE WORK. 2. THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. 4. THE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS /GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION. DAMAGE TO GAME SHALL BE REPAIRED AND /OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 5. LOCATE AND VERIFY ALL UTILITIES INCLUDING IRRIGATION LINES WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL 4S 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. 6. THE CONTRACT SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. 7. THE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. S. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 9. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. 10. 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. 11. LONG -TERM STORAGE OF MATERIALS OR SUPPLIES ON -SITE WILL NOT BE ALLOWED. 12. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION. PLANTING NOTES: 1. NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATEAREA 2. 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. 3. OVERSTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE PAVED SURFACES. 4. 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. 5. PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS. 6. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL PLAN 8" 2 -PLY NYLON STRAPS REQUIREMENTS SPECIFIED. T THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. B. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 9. 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. 10. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 11. MULCH: 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 SHRUB BEDS, AND 3" FOR PERENNIAUGROUND COVER BEDS, UNLESS OTHERWISE DIRECTED. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL OUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. 13. USE ANTI - DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 14. 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 MNDOT 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 ROTCHTILLING IT INTO THE TOP 12' OF SOIL. 15. 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. 16. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASON (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 17. 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. 18. SEASONSTIME OF PLANTINGAND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF - SEASONS ENTIRELY AT HISMER RISK. DECIDUOUS 19. POTTED PLANTS: 411 -8 /1; 90 -11/1 20. DECIDUOUSIBBB: 4/1- 6611;9121 -11/1 21. EVERGREEN POTTED PLANTS 411 - 611; 9121 -11/1 22. EVERGREEN BBB: 4/1 -5/1; 9121 -11/1 TURFLAWNSEEDING: VI 611 MID -9R0 23. NATIVE MIX SEEDING: 41 7/20,9120 -10/20 WHITE FLAGGING (FORK) TREE WRAP 4 INCHES MULCH 4 INCH DEEP SAUCER 8' STEEL TEE POST -3 REQUIRED AT 120' BACKFILL MIX FROM TOP 1/3 OPFETHEBALL NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. u"GlulLeiII42rtInira.rii.ccill:lr_iu LANDSCAPE LEGEND (ALL SHEETS) KEY BOTANICAL NAME I COMMON NI SIM ROOT CRY I REMARKS SHRUM AND PERENNIALS SG Jumpems Chinensis'Sea Green' SEA GREEN IU NIPER M5 POT 9 AC Junipems horiz.'Plumosa Compacta' AN DORM COMPACT JUNIPER M5 POT 8 or TS S Spimea betul'rfolia'TOr' TOR SPIREA k5 POT 11 a0 RP Aronia melano6arpa'AUtumn Magic' BLACK CHOKEOERRY b5 POT 9 z KF Calmagrostis acutiflora'K.F.' KARL FOERSTER GRASS 81 PDT 23 AF Sedum x'Autumn Fire' AUTUMN FIRE SEDUM 83 POT 23 FB Festuca Elijah Blue BLUE FESCUE Nil POT 9 QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 24. 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 THROUGHOUT THE GUARANTEE PERIOD. 25. 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. 26. 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. TURF NOTES: TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OF THE MN/DOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW: 1. ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 4° OF TOPSOIL PRIOR TO INSTALLING SOD. TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALL BE FREE OF STONES LARGER THAN 1 INCHES IN ANY DIMENSION. 2. WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD /SEED SHALL BE HELD 1 "BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 3. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SCALE$, SOD SHALL BE STAKED SECURELY. 1. SCARIFY BOTTOM AND BACK FILL SOIL NOTE: GUYASSEMBLY OPTIONAL BUT SIDES OF HOLE PRIOR TO 6, WATE0.TOSETTLEPIANTS CONTRACTOR A$$UMESr ULL PLANTING AND FILL VOIDS. RESPONSIBILIN FOR MAINTAINING TREE IN 2. TRIM OUT DEAD WOOD 7. WATERWITHINTWO A PLUMB POSITION FOR THE DURATION OF ANDWEAKANVOR HOURS OF INSTALLATION. THE GUARANTEE PERIOD DEFORMED TWIGS. DO NOT WATERING MUST BE CUT A LEADER. DO NOT SUFFICIENTTO GUY ASSEMBLY 16' POLYPROPYLENE OR PAINT CUTS. THOROUGHLY SATUMTE POLYETHYLENE KID MIL) I- 1 /2'WIDE STRAP 3. SET PLANT ON HOOT BALL AND PLANTING RYP) DOUBLE STRAND 10 GA. WIRE, 2 -7" UNDISTURBED NATIVE SOIL HOLE. ROLLED STEEL POSTS (MnWT 3401) as 180' OR THOROUGHLY 8. PLACE MULCH WITHIN 48 O.C. (SEE STAKING DIAGRAM) COMPACTED BACKFILL SOIL. HOURS OF THE SECOND INSTALL PLANT SO THE WATERING UNLESS SOIL ROOT FLARE IS AT OR UP MOISTURE IS EXCESSIVE. TO 2" ABOVE THE FINISHED COORDINATE STAKING TO GRADE. 2012° INSURE UNIFORM 4. PUCE PLANT IN PLANTING ORIENTATION OF GUY HOLE WITH BURLAP AND 12 LIN ES AND STAKES WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12' OF STAKING DIAGRAM THE TOP OF ROOTBALL z WATER PLANT. REMOVE F GUY WIRE WITH WEBBING TOP 1/3 OF THE BASKET OR FLAGGING -ONE PER WIRE THE TOP TWO HORIZONTAL RINGS, 4' -6" SHREDDED BARK MULCH WHICHEVER 15 GREATER. REMOVE ALL BURLAP AND (- EXISTING GRADE NAILS FROM TOP 113 OF MINIMUM 1/2 WIDTH OF ROOT BALL THE BALL. REMOVE ALL TWINE € PLANTING SOIL MIXTURE (SEE SPEC) 5. PLUMB AND BACKFILL WITH p CONIFEROUS TREE PLANTING DETAIL GROUNDCOVER LEGEND (FOR ALL SHEETS) SYM. TYPE SEED MIX COMMERCIAL TURF - SOD HIGHLAND SOD HARDWOOD (NATURAL COLOR) SHREADED MULCH Sambatek www.sambatek.com 12800 Whitewater Drive Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering l Surveying l Planning l Environmental Client PASTER ENTERPRISES 2227 UNIVERSITY AVE ST. PAUL, MN 55114 Project 7 &41 CROSSINGS CENTER Location CHANHASSEN, MINNESOTA HIGHWAY 7 Certification I hereby Cart fy that this survey, plan or report was prepared by me or under mV direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. ota. A / i Q William L. D %_ Registratio_ WS2 Date: 10 /17/2014 This care LISP is not valid unless we signed In blue Ink. If app able, contact us For a wet signed ropy of this survey which is available upon request at Summary Designed: Bob Drawn: JEB Approved: LOS Book /Page: Phase: PRELIMINARY Initial Issued: 10 /17/2014 Revision History No. Date BV Submittal /Revision Sheet Title LANDSCAPE PLAN Sheet No. Revision L1.01 Project No. PAS20188 IL_ `\ S Sr 4 4 _ PRESERVE SPIREA SHRUBS REMOVE ALL OTHER SHRUBS -DO NOT DAMAGE EXISTING ASH TREE 7 KF� If ,. TS I I. KF 1 I II s .. ..K PROTECT TREES TO BE PRESERVED DURING -- CONSTRUCII(�ry� CONSTRUCTION TRAFFIC DyN._ NO CO OR STORAGE OF NO UNDER EXISTING i y.; •; TREE CANOPY: STAKE AND FENCE OFF ' PRESERVED TAEESAT CANOPY LINE - - - - - -- �r.•?� -'I EXI LNG IN a -__ - - -- - - - - -- n � 4ACE IRRIGATION SYSTEM TO BE RECONFICi41REDANO REUSED AS MUCHAS_ POSSIBLE. SP ' AGEIRELOCATE VALVE BOX q LOCAL IOF-51FSr1,TRASH ENCLOSURE____ -. -• °'t- �I I PRESERVESHRVE ROSES AND GRA TRIM BACK ROSES, REMOVE WEEDS, REM> .< FENCE OFF DURING CONSTRUCTI Ii- i , '�, 10" ASH TO BE PRESERVED 4" CLUMP BIRCH TO BE PRESERVED 3" HACKBERRY TO BE PRESERVED ALL 7AKtAJ UI P I L TO BE SODDED U PROPOSED BUILDING " GSF. _2"500 00 FFE- -994.7 -Ali t PROPOSED BUILDING GSF =1,415 FFE =994.7 1 _'� LANDSCAPE PLAN )l �. `k KEY LANDSCAPE LEGEND (ALL SHEETS) KEY sIU I Roor GTr. REMARKS BOTANICAL NAME Dlnouous TREES HB Celtis Occidentalis HACKBERRY 2" RR 1 ap SB Amelanchier x gr,'Autumn Brilliance SERVICEBERRY(clump form) 1.5" Be 3 a= z SS Malus x'Soong Snow' SPRING SNOW CRABAPPLE 1.5" BB 3 FF I _T DURING I I J SCALE IN FEET PA NOTES GENERAL NOTES: 1. THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF THE WORK. 2. THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. 4. THE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS /GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION. DAMAGE TO GAME SHALL BE REPAIRED AND /OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 5. LOCATE AND VERIFY ALL UTILITIES INCLUDING IRRIGATION LINES WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL 4S 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. 6. THE CONTRACT SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. 7. THE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. S. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 9. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. 10. 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. 11. LONG -TERM STORAGE OF MATERIALS OR SUPPLIES ON -SITE WILL NOT BE ALLOWED. 12. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION. PLANTING NOTES: 1. NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATEAREA 2. 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. 3. OVERSTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE PAVED SURFACES. 4. 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. 5. PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS. 6. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL PLAN 8" 2 -PLY NYLON STRAPS REQUIREMENTS SPECIFIED. T THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. B. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 9. 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. 10. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 11. MULCH: 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 SHRUB BEDS, AND 3" FOR PERENNIAUGROUND COVER BEDS, UNLESS OTHERWISE DIRECTED. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL OUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. 13. USE ANTI - DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 14. 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 MNDOT 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 ROTCHTILLING IT INTO THE TOP 12' OF SOIL. 15. 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. 16. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASON (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 17. 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. 18. SEASONSTIME OF PLANTINGAND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF - SEASONS ENTIRELY AT HISMER RISK. DECIDUOUS 19. POTTED PLANTS: 411 -8 /1; 90 -11/1 20. DECIDUOUSIBBB: 4/1- 6611;9121 -11/1 21. EVERGREEN POTTED PLANTS 411 - 611; 9121 -11/1 22. EVERGREEN BBB: 4/1 -5/1; 9121 -11/1 TURFLAWNSEEDING: VI 611 MID -9R0 23. NATIVE MIX SEEDING: 41 7/20,9120 -10/20 WHITE FLAGGING (FORK) TREE WRAP 4 INCHES MULCH 4 INCH DEEP SAUCER 8' STEEL TEE POST -3 REQUIRED AT 120' BACKFILL MIX FROM TOP 1/3 OPFETHEBALL NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. u"GlulLeiII42rtInira.rii.ccill:lr_iu LANDSCAPE LEGEND (ALL SHEETS) KEY BOTANICAL NAME I COMMON NI SIM ROOT CRY I REMARKS SHRUM AND PERENNIALS SG Jumpems Chinensis'Sea Green' SEA GREEN IU NIPER M5 POT 9 AC Junipems horiz.'Plumosa Compacta' AN DORM COMPACT JUNIPER M5 POT 8 or TS S Spimea betul'rfolia'TOr' TOR SPIREA k5 POT 11 a0 RP Aronia melano6arpa'AUtumn Magic' BLACK CHOKEOERRY b5 POT 9 z KF Calmagrostis acutiflora'K.F.' KARL FOERSTER GRASS 81 PDT 23 AF Sedum x'Autumn Fire' AUTUMN FIRE SEDUM 83 POT 23 FB Festuca Elijah Blue BLUE FESCUE Nil POT 9 QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 24. 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 THROUGHOUT THE GUARANTEE PERIOD. 25. 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. 26. 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. TURF NOTES: TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OF THE MN/DOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW: 1. ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 4° OF TOPSOIL PRIOR TO INSTALLING SOD. TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALL BE FREE OF STONES LARGER THAN 1 INCHES IN ANY DIMENSION. 2. WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD /SEED SHALL BE HELD 1 "BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 3. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SCALE$, SOD SHALL BE STAKED SECURELY. 1. SCARIFY BOTTOM AND BACK FILL SOIL NOTE: GUYASSEMBLY OPTIONAL BUT SIDES OF HOLE PRIOR TO 6, WATE0.TOSETTLEPIANTS CONTRACTOR A$$UMESr ULL PLANTING AND FILL VOIDS. RESPONSIBILIN FOR MAINTAINING TREE IN 2. TRIM OUT DEAD WOOD 7. WATERWITHINTWO A PLUMB POSITION FOR THE DURATION OF ANDWEAKANVOR HOURS OF INSTALLATION. THE GUARANTEE PERIOD DEFORMED TWIGS. DO NOT WATERING MUST BE CUT A LEADER. DO NOT SUFFICIENTTO GUY ASSEMBLY 16' POLYPROPYLENE OR PAINT CUTS. THOROUGHLY SATUMTE POLYETHYLENE KID MIL) I- 1 /2'WIDE STRAP 3. SET PLANT ON HOOT BALL AND PLANTING RYP) DOUBLE STRAND 10 GA. WIRE, 2 -7" UNDISTURBED NATIVE SOIL HOLE. ROLLED STEEL POSTS (MnWT 3401) as 180' OR THOROUGHLY 8. PLACE MULCH WITHIN 48 O.C. (SEE STAKING DIAGRAM) COMPACTED BACKFILL SOIL. HOURS OF THE SECOND INSTALL PLANT SO THE WATERING UNLESS SOIL ROOT FLARE IS AT OR UP MOISTURE IS EXCESSIVE. TO 2" ABOVE THE FINISHED COORDINATE STAKING TO GRADE. 2012° INSURE UNIFORM 4. PUCE PLANT IN PLANTING ORIENTATION OF GUY HOLE WITH BURLAP AND 12 LIN ES AND STAKES WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12' OF STAKING DIAGRAM THE TOP OF ROOTBALL z WATER PLANT. REMOVE F GUY WIRE WITH WEBBING TOP 1/3 OF THE BASKET OR FLAGGING -ONE PER WIRE THE TOP TWO HORIZONTAL RINGS, 4' -6" SHREDDED BARK MULCH WHICHEVER 15 GREATER. REMOVE ALL BURLAP AND (- EXISTING GRADE NAILS FROM TOP 113 OF MINIMUM 1/2 WIDTH OF ROOT BALL THE BALL. REMOVE ALL TWINE € PLANTING SOIL MIXTURE (SEE SPEC) 5. PLUMB AND BACKFILL WITH p CONIFEROUS TREE PLANTING DETAIL GROUNDCOVER LEGEND (FOR ALL SHEETS) SYM. TYPE SEED MIX COMMERCIAL TURF - SOD HIGHLAND SOD HARDWOOD (NATURAL COLOR) SHREADED MULCH Sambatek www.sambatek.com 12800 Whitewater Drive Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering l Surveying l Planning l Environmental Client PASTER ENTERPRISES 2227 UNIVERSITY AVE ST. PAUL, MN 55114 Project 7 &41 CROSSINGS CENTER Location CHANHASSEN, MINNESOTA HIGHWAY 7 Certification I hereby Cart fy that this survey, plan or report was prepared by me or under mV direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. ota. A / i Q William L. D %_ Registratio_ WS2 Date: 10 /17/2014 This care LISP is not valid unless we signed In blue Ink. If app able, contact us For a wet signed ropy of this survey which is available upon request at Summary Designed: Bob Drawn: JEB Approved: LOS Book /Page: Phase: PRELIMINARY Initial Issued: 10 /17/2014 Revision History No. Date BV Submittal /Revision Sheet Title LANDSCAPE PLAN Sheet No. Revision L1.01 Project No. PAS20188 s .. ..K PROTECT TREES TO BE PRESERVED DURING -- CONSTRUCII(�ry� CONSTRUCTION TRAFFIC DyN._ NO CO OR STORAGE OF NO UNDER EXISTING i y.; •; TREE CANOPY: STAKE AND FENCE OFF ' PRESERVED TAEESAT CANOPY LINE - - - - - -- �r.•?� -'I EXI LNG IN a -__ - - -- - - - - -- n � 4ACE IRRIGATION SYSTEM TO BE RECONFICi41REDANO REUSED AS MUCHAS_ POSSIBLE. SP ' AGEIRELOCATE VALVE BOX q LOCAL IOF-51FSr1,TRASH ENCLOSURE____ -. -• °'t- �I I PRESERVESHRVE ROSES AND GRA TRIM BACK ROSES, REMOVE WEEDS, REM> .< FENCE OFF DURING CONSTRUCTI Ii- i , '�, 10" ASH TO BE PRESERVED 4" CLUMP BIRCH TO BE PRESERVED 3" HACKBERRY TO BE PRESERVED ALL 7AKtAJ UI P I L TO BE SODDED U PROPOSED BUILDING " GSF. _2"500 00 FFE- -994.7 -Ali t PROPOSED BUILDING GSF =1,415 FFE =994.7 1 _'� LANDSCAPE PLAN )l �. `k KEY LANDSCAPE LEGEND (ALL SHEETS) KEY sIU I Roor GTr. REMARKS BOTANICAL NAME Dlnouous TREES HB Celtis Occidentalis HACKBERRY 2" RR 1 ap SB Amelanchier x gr,'Autumn Brilliance SERVICEBERRY(clump form) 1.5" Be 3 a= z SS Malus x'Soong Snow' SPRING SNOW CRABAPPLE 1.5" BB 3 FF I _T DURING I I J SCALE IN FEET PA NOTES GENERAL NOTES: 1. THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF THE WORK. 2. THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. 4. THE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS /GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION. DAMAGE TO GAME SHALL BE REPAIRED AND /OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 5. LOCATE AND VERIFY ALL UTILITIES INCLUDING IRRIGATION LINES WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL 4S 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. 6. THE CONTRACT SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. 7. THE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. S. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 9. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. 10. 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. 11. LONG -TERM STORAGE OF MATERIALS OR SUPPLIES ON -SITE WILL NOT BE ALLOWED. 12. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION. PLANTING NOTES: 1. NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATEAREA 2. 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. 3. OVERSTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE PAVED SURFACES. 4. 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. 5. PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS. 6. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL PLAN 8" 2 -PLY NYLON STRAPS REQUIREMENTS SPECIFIED. T THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. B. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 9. 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. 10. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 11. MULCH: 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 SHRUB BEDS, AND 3" FOR PERENNIAUGROUND COVER BEDS, UNLESS OTHERWISE DIRECTED. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL OUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. 13. USE ANTI - DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 14. 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 MNDOT 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 ROTCHTILLING IT INTO THE TOP 12' OF SOIL. 15. 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. 16. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASON (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 17. 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. 18. SEASONSTIME OF PLANTINGAND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF - SEASONS ENTIRELY AT HISMER RISK. DECIDUOUS 19. POTTED PLANTS: 411 -8 /1; 90 -11/1 20. DECIDUOUSIBBB: 4/1- 6611;9121 -11/1 21. EVERGREEN POTTED PLANTS 411 - 611; 9121 -11/1 22. EVERGREEN BBB: 4/1 -5/1; 9121 -11/1 TURFLAWNSEEDING: VI 611 MID -9R0 23. NATIVE MIX SEEDING: 41 7/20,9120 -10/20 WHITE FLAGGING (FORK) TREE WRAP 4 INCHES MULCH 4 INCH DEEP SAUCER 8' STEEL TEE POST -3 REQUIRED AT 120' BACKFILL MIX FROM TOP 1/3 OPFETHEBALL NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. u"GlulLeiII42rtInira.rii.ccill:lr_iu LANDSCAPE LEGEND (ALL SHEETS) KEY BOTANICAL NAME I COMMON NI SIM ROOT CRY I REMARKS SHRUM AND PERENNIALS SG Jumpems Chinensis'Sea Green' SEA GREEN IU NIPER M5 POT 9 AC Junipems horiz.'Plumosa Compacta' AN DORM COMPACT JUNIPER M5 POT 8 or TS S Spimea betul'rfolia'TOr' TOR SPIREA k5 POT 11 a0 RP Aronia melano6arpa'AUtumn Magic' BLACK CHOKEOERRY b5 POT 9 z KF Calmagrostis acutiflora'K.F.' KARL FOERSTER GRASS 81 PDT 23 AF Sedum x'Autumn Fire' AUTUMN FIRE SEDUM 83 POT 23 FB Festuca Elijah Blue BLUE FESCUE Nil POT 9 QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 24. 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 THROUGHOUT THE GUARANTEE PERIOD. 25. 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. 26. 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. TURF NOTES: TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OF THE MN/DOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW: 1. ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 4° OF TOPSOIL PRIOR TO INSTALLING SOD. TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALL BE FREE OF STONES LARGER THAN 1 INCHES IN ANY DIMENSION. 2. WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD /SEED SHALL BE HELD 1 "BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 3. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SCALE$, SOD SHALL BE STAKED SECURELY. 1. SCARIFY BOTTOM AND BACK FILL SOIL NOTE: GUYASSEMBLY OPTIONAL BUT SIDES OF HOLE PRIOR TO 6, WATE0.TOSETTLEPIANTS CONTRACTOR A$$UMESr ULL PLANTING AND FILL VOIDS. RESPONSIBILIN FOR MAINTAINING TREE IN 2. TRIM OUT DEAD WOOD 7. WATERWITHINTWO A PLUMB POSITION FOR THE DURATION OF ANDWEAKANVOR HOURS OF INSTALLATION. THE GUARANTEE PERIOD DEFORMED TWIGS. DO NOT WATERING MUST BE CUT A LEADER. DO NOT SUFFICIENTTO GUY ASSEMBLY 16' POLYPROPYLENE OR PAINT CUTS. THOROUGHLY SATUMTE POLYETHYLENE KID MIL) I- 1 /2'WIDE STRAP 3. SET PLANT ON HOOT BALL AND PLANTING RYP) DOUBLE STRAND 10 GA. WIRE, 2 -7" UNDISTURBED NATIVE SOIL HOLE. ROLLED STEEL POSTS (MnWT 3401) as 180' OR THOROUGHLY 8. PLACE MULCH WITHIN 48 O.C. (SEE STAKING DIAGRAM) COMPACTED BACKFILL SOIL. HOURS OF THE SECOND INSTALL PLANT SO THE WATERING UNLESS SOIL ROOT FLARE IS AT OR UP MOISTURE IS EXCESSIVE. TO 2" ABOVE THE FINISHED COORDINATE STAKING TO GRADE. 2012° INSURE UNIFORM 4. PUCE PLANT IN PLANTING ORIENTATION OF GUY HOLE WITH BURLAP AND 12 LIN ES AND STAKES WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12' OF STAKING DIAGRAM THE TOP OF ROOTBALL z WATER PLANT. REMOVE F GUY WIRE WITH WEBBING TOP 1/3 OF THE BASKET OR FLAGGING -ONE PER WIRE THE TOP TWO HORIZONTAL RINGS, 4' -6" SHREDDED BARK MULCH WHICHEVER 15 GREATER. REMOVE ALL BURLAP AND (- EXISTING GRADE NAILS FROM TOP 113 OF MINIMUM 1/2 WIDTH OF ROOT BALL THE BALL. REMOVE ALL TWINE € PLANTING SOIL MIXTURE (SEE SPEC) 5. PLUMB AND BACKFILL WITH p CONIFEROUS TREE PLANTING DETAIL GROUNDCOVER LEGEND (FOR ALL SHEETS) SYM. TYPE SEED MIX COMMERCIAL TURF - SOD HIGHLAND SOD HARDWOOD (NATURAL COLOR) SHREADED MULCH Sambatek www.sambatek.com 12800 Whitewater Drive Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering l Surveying l Planning l Environmental Client PASTER ENTERPRISES 2227 UNIVERSITY AVE ST. PAUL, MN 55114 Project 7 &41 CROSSINGS CENTER Location CHANHASSEN, MINNESOTA HIGHWAY 7 Certification I hereby Cart fy that this survey, plan or report was prepared by me or under mV direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. ota. A / i Q William L. D %_ Registratio_ WS2 Date: 10 /17/2014 This care LISP is not valid unless we signed In blue Ink. If app able, contact us For a wet signed ropy of this survey which is available upon request at Summary Designed: Bob Drawn: JEB Approved: LOS Book /Page: Phase: PRELIMINARY Initial Issued: 10 /17/2014 Revision History No. Date BV Submittal /Revision Sheet Title LANDSCAPE PLAN Sheet No. Revision L1.01 Project No. PAS20188 PRESERVESHRVE ROSES AND GRA TRIM BACK ROSES, REMOVE WEEDS, REM> .< FENCE OFF DURING CONSTRUCTI Ii- i , '�, 10" ASH TO BE PRESERVED 4" CLUMP BIRCH TO BE PRESERVED 3" HACKBERRY TO BE PRESERVED ALL 7AKtAJ UI P I L TO BE SODDED U PROPOSED BUILDING " GSF. _2"500 00 FFE- -994.7 -Ali t PROPOSED BUILDING GSF =1,415 FFE =994.7 1 _'� LANDSCAPE PLAN )l �. `k KEY LANDSCAPE LEGEND (ALL SHEETS) KEY sIU I Roor GTr. REMARKS BOTANICAL NAME Dlnouous TREES HB Celtis Occidentalis HACKBERRY 2" RR 1 ap SB Amelanchier x gr,'Autumn Brilliance SERVICEBERRY(clump form) 1.5" Be 3 a= z SS Malus x'Soong Snow' SPRING SNOW CRABAPPLE 1.5" BB 3 FF I _T DURING I I J SCALE IN FEET PA NOTES GENERAL NOTES: 1. THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF THE WORK. 2. THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. 4. THE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS /GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION. DAMAGE TO GAME SHALL BE REPAIRED AND /OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 5. LOCATE AND VERIFY ALL UTILITIES INCLUDING IRRIGATION LINES WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL 4S 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. 6. THE CONTRACT SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. 7. THE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. S. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 9. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. 10. 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. 11. LONG -TERM STORAGE OF MATERIALS OR SUPPLIES ON -SITE WILL NOT BE ALLOWED. 12. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION. PLANTING NOTES: 1. NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATEAREA 2. 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. 3. OVERSTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE PAVED SURFACES. 4. 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. 5. PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS. 6. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL PLAN 8" 2 -PLY NYLON STRAPS REQUIREMENTS SPECIFIED. T THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. B. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 9. 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. 10. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 11. MULCH: 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 SHRUB BEDS, AND 3" FOR PERENNIAUGROUND COVER BEDS, UNLESS OTHERWISE DIRECTED. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL OUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. 13. USE ANTI - DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 14. 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 MNDOT 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 ROTCHTILLING IT INTO THE TOP 12' OF SOIL. 15. 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. 16. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASON (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 17. 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. 18. SEASONSTIME OF PLANTINGAND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF - SEASONS ENTIRELY AT HISMER RISK. DECIDUOUS 19. POTTED PLANTS: 411 -8 /1; 90 -11/1 20. DECIDUOUSIBBB: 4/1- 6611;9121 -11/1 21. EVERGREEN POTTED PLANTS 411 - 611; 9121 -11/1 22. EVERGREEN BBB: 4/1 -5/1; 9121 -11/1 TURFLAWNSEEDING: VI 611 MID -9R0 23. NATIVE MIX SEEDING: 41 7/20,9120 -10/20 WHITE FLAGGING (FORK) TREE WRAP 4 INCHES MULCH 4 INCH DEEP SAUCER 8' STEEL TEE POST -3 REQUIRED AT 120' BACKFILL MIX FROM TOP 1/3 OPFETHEBALL NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. u"GlulLeiII42rtInira.rii.ccill:lr_iu LANDSCAPE LEGEND (ALL SHEETS) KEY BOTANICAL NAME I COMMON NI SIM ROOT CRY I REMARKS SHRUM AND PERENNIALS SG Jumpems Chinensis'Sea Green' SEA GREEN IU NIPER M5 POT 9 AC Junipems horiz.'Plumosa Compacta' AN DORM COMPACT JUNIPER M5 POT 8 or TS S Spimea betul'rfolia'TOr' TOR SPIREA k5 POT 11 a0 RP Aronia melano6arpa'AUtumn Magic' BLACK CHOKEOERRY b5 POT 9 z KF Calmagrostis acutiflora'K.F.' KARL FOERSTER GRASS 81 PDT 23 AF Sedum x'Autumn Fire' AUTUMN FIRE SEDUM 83 POT 23 FB Festuca Elijah Blue BLUE FESCUE Nil POT 9 QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 24. 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 THROUGHOUT THE GUARANTEE PERIOD. 25. 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. 26. 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. TURF NOTES: TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OF THE MN/DOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW: 1. ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 4° OF TOPSOIL PRIOR TO INSTALLING SOD. TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALL BE FREE OF STONES LARGER THAN 1 INCHES IN ANY DIMENSION. 2. WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD /SEED SHALL BE HELD 1 "BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 3. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SCALE$, SOD SHALL BE STAKED SECURELY. 1. SCARIFY BOTTOM AND BACK FILL SOIL NOTE: GUYASSEMBLY OPTIONAL BUT SIDES OF HOLE PRIOR TO 6, WATE0.TOSETTLEPIANTS CONTRACTOR A$$UMESr ULL PLANTING AND FILL VOIDS. RESPONSIBILIN FOR MAINTAINING TREE IN 2. TRIM OUT DEAD WOOD 7. WATERWITHINTWO A PLUMB POSITION FOR THE DURATION OF ANDWEAKANVOR HOURS OF INSTALLATION. THE GUARANTEE PERIOD DEFORMED TWIGS. DO NOT WATERING MUST BE CUT A LEADER. DO NOT SUFFICIENTTO GUY ASSEMBLY 16' POLYPROPYLENE OR PAINT CUTS. THOROUGHLY SATUMTE POLYETHYLENE KID MIL) I- 1 /2'WIDE STRAP 3. SET PLANT ON HOOT BALL AND PLANTING RYP) DOUBLE STRAND 10 GA. WIRE, 2 -7" UNDISTURBED NATIVE SOIL HOLE. ROLLED STEEL POSTS (MnWT 3401) as 180' OR THOROUGHLY 8. PLACE MULCH WITHIN 48 O.C. (SEE STAKING DIAGRAM) COMPACTED BACKFILL SOIL. HOURS OF THE SECOND INSTALL PLANT SO THE WATERING UNLESS SOIL ROOT FLARE IS AT OR UP MOISTURE IS EXCESSIVE. TO 2" ABOVE THE FINISHED COORDINATE STAKING TO GRADE. 2012° INSURE UNIFORM 4. PUCE PLANT IN PLANTING ORIENTATION OF GUY HOLE WITH BURLAP AND 12 LIN ES AND STAKES WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12' OF STAKING DIAGRAM THE TOP OF ROOTBALL z WATER PLANT. REMOVE F GUY WIRE WITH WEBBING TOP 1/3 OF THE BASKET OR FLAGGING -ONE PER WIRE THE TOP TWO HORIZONTAL RINGS, 4' -6" SHREDDED BARK MULCH WHICHEVER 15 GREATER. REMOVE ALL BURLAP AND (- EXISTING GRADE NAILS FROM TOP 113 OF MINIMUM 1/2 WIDTH OF ROOT BALL THE BALL. REMOVE ALL TWINE € PLANTING SOIL MIXTURE (SEE SPEC) 5. PLUMB AND BACKFILL WITH p CONIFEROUS TREE PLANTING DETAIL GROUNDCOVER LEGEND (FOR ALL SHEETS) SYM. TYPE SEED MIX COMMERCIAL TURF - SOD HIGHLAND SOD HARDWOOD (NATURAL COLOR) SHREADED MULCH Sambatek www.sambatek.com 12800 Whitewater Drive Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering l Surveying l Planning l Environmental Client PASTER ENTERPRISES 2227 UNIVERSITY AVE ST. PAUL, MN 55114 Project 7 &41 CROSSINGS CENTER Location CHANHASSEN, MINNESOTA HIGHWAY 7 Certification I hereby Cart fy that this survey, plan or report was prepared by me or under mV direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. ota. A / i Q William L. D %_ Registratio_ WS2 Date: 10 /17/2014 This care LISP is not valid unless we signed In blue Ink. If app able, contact us For a wet signed ropy of this survey which is available upon request at Summary Designed: Bob Drawn: JEB Approved: LOS Book /Page: Phase: PRELIMINARY Initial Issued: 10 /17/2014 Revision History No. Date BV Submittal /Revision Sheet Title LANDSCAPE PLAN Sheet No. Revision L1.01 Project No. PAS20188 DURING I I J SCALE IN FEET PA NOTES GENERAL NOTES: 1. THE CONTRACTOR SHALL INSPECT THE SITE AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS RELATING TO THE NATURE AND SCOPE OF THE WORK. 2. THE CONTRACTOR SHALL VERIFY PLAN LAYOUT AND BRING TO THE ATTENTION OF THE LANDSCAPE ARCHITECT DISCREPANCIES WHICH MAY COMPROMISE THE DESIGN OR INTENT OF THE LAYOUT. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE CODES, REGULATIONS, AND PERMITS GOVERNING THE WORK. 4. THE CONTRACTOR SHALL PROTECT EXISTING ROADS, CURBS /GUTTERS, TRAILS, TREES, LAWNS AND SITE ELEMENTS DURING CONSTRUCTION. DAMAGE TO GAME SHALL BE REPAIRED AND /OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 5. LOCATE AND VERIFY ALL UTILITIES INCLUDING IRRIGATION LINES WITH THE OWNER FOR PROPRIETARY UTILITIES AND GOPHER STATE ONE CALL 4S 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. 6. THE CONTRACT SHALL COORDINATE THE PHASES OF CONSTRUCTION AND PLANTING INSTALLATION WITH OTHER CONTRACTORS WORKING ON SITE. 7. THE CONTRACTOR SHALL REVIEW THE SITE FOR DEFICIENCIES IN SITE CONDITIONS WHICH MIGHT NEGATIVELY AFFECT PLANT ESTABLISHMENT, SURVIVAL OR WARRANTY. UNDESIRABLE SITE CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF WORK. S. THE PLAN TAKES PRECEDENCE OVER THE LANDSCAPE LEGEND IF DISCREPANCIES EXIST. QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 9. THE SPECIFICATIONS TAKE PRECEDENCE OVER THE PLANTING NOTES AND GENERAL NOTES. 10. 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. 11. LONG -TERM STORAGE OF MATERIALS OR SUPPLIES ON -SITE WILL NOT BE ALLOWED. 12. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL ACCEPTANCE INSPECTION. PLANTING NOTES: 1. NO PLANTS SHALL BE INSTALLED UNTIL FINAL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATEAREA 2. 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. 3. OVERSTORY TREES SHALL BEGIN BRANCHING NO LOWER THAN 6' ABOVE PAVED SURFACES. 4. 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. 5. PLANT MATERIALS TO BE INSTALLED PER PLANTING DETAILS. 6. ALL TREES MUST BE STRAIGHT TRUNKED AND FULL HEADED AND MEET ALL PLAN 8" 2 -PLY NYLON STRAPS REQUIREMENTS SPECIFIED. T THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS WHICH ARE DEEMED UNSATISFACTORY BEFORE, DURING, OR AFTER INSTALLATION. B. NO SUBSTITUTIONS OF PLANT MATERIAL SHALL BE ACCEPTED UNLESS APPROVED IN WRITING BY THE LANDSCAPE ARCHITECT. 9. 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. 10. ALL PLANTING AREAS MUST BE COMPLETELY MULCHED AS SPECIFIED. 11. MULCH: 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 SHRUB BEDS, AND 3" FOR PERENNIAUGROUND COVER BEDS, UNLESS OTHERWISE DIRECTED. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MULCHES AND PLANTING SOIL OUANTITIES TO COMPLETE THE WORK SHOWN ON THE PLAN. 13. USE ANTI - DESICCANT (WILTPRUF OR APPROVED EQUAL) ON DECIDUOUS PLANTS MOVED IN LEAF AND FOR EVERGREENS MOVED ANYTIME. APPLY AS PER MANUFACTURER'S INSTRUCTION. ALL EVERGREENS SHALL BE SPRAYED IN THE LATE FALL FOR WINTER PROTECTION DURING WARRANTY PERIOD. 14. 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 MNDOT 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 ROTCHTILLING IT INTO THE TOP 12' OF SOIL. 15. 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. 16. ALL PLANTS SHALL BE GUARANTEED FOR TWO COMPLETE GROWING SEASON (APRIL 1 - NOVEMBER 1), UNLESS OTHERWISE SPECIFIED. THE GUARANTEE SHALL COVER THE FULL COST OF REPLACEMENT INCLUDING LABOR AND PLANTS. 17. 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. 18. SEASONSTIME OF PLANTINGAND SEEDING: NOTE: THE CONTRACTOR MAY ELECT TO PLANT IN OFF - SEASONS ENTIRELY AT HISMER RISK. DECIDUOUS 19. POTTED PLANTS: 411 -8 /1; 90 -11/1 20. DECIDUOUSIBBB: 4/1- 6611;9121 -11/1 21. EVERGREEN POTTED PLANTS 411 - 611; 9121 -11/1 22. EVERGREEN BBB: 4/1 -5/1; 9121 -11/1 TURFLAWNSEEDING: VI 611 MID -9R0 23. NATIVE MIX SEEDING: 41 7/20,9120 -10/20 WHITE FLAGGING (FORK) TREE WRAP 4 INCHES MULCH 4 INCH DEEP SAUCER 8' STEEL TEE POST -3 REQUIRED AT 120' BACKFILL MIX FROM TOP 1/3 OPFETHEBALL NOTE: SEE PLANTING NOTES FOR THE TYPE OF MULCH MATERIAL TO USE. u"GlulLeiII42rtInira.rii.ccill:lr_iu LANDSCAPE LEGEND (ALL SHEETS) KEY BOTANICAL NAME I COMMON NI SIM ROOT CRY I REMARKS SHRUM AND PERENNIALS SG Jumpems Chinensis'Sea Green' SEA GREEN IU NIPER M5 POT 9 AC Junipems horiz.'Plumosa Compacta' AN DORM COMPACT JUNIPER M5 POT 8 or TS S Spimea betul'rfolia'TOr' TOR SPIREA k5 POT 11 a0 RP Aronia melano6arpa'AUtumn Magic' BLACK CHOKEOERRY b5 POT 9 z KF Calmagrostis acutiflora'K.F.' KARL FOERSTER GRASS 81 PDT 23 AF Sedum x'Autumn Fire' AUTUMN FIRE SEDUM 83 POT 23 FB Festuca Elijah Blue BLUE FESCUE Nil POT 9 QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 24. 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 THROUGHOUT THE GUARANTEE PERIOD. 25. 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. 26. 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. TURF NOTES: TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OF THE MN/DOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW: 1. ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 4° OF TOPSOIL PRIOR TO INSTALLING SOD. TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALL BE FREE OF STONES LARGER THAN 1 INCHES IN ANY DIMENSION. 2. WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD /SEED SHALL BE HELD 1 "BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 3. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SCALE$, SOD SHALL BE STAKED SECURELY. 1. SCARIFY BOTTOM AND BACK FILL SOIL NOTE: GUYASSEMBLY OPTIONAL BUT SIDES OF HOLE PRIOR TO 6, WATE0.TOSETTLEPIANTS CONTRACTOR A$$UMESr ULL PLANTING AND FILL VOIDS. RESPONSIBILIN FOR MAINTAINING TREE IN 2. TRIM OUT DEAD WOOD 7. WATERWITHINTWO A PLUMB POSITION FOR THE DURATION OF ANDWEAKANVOR HOURS OF INSTALLATION. THE GUARANTEE PERIOD DEFORMED TWIGS. DO NOT WATERING MUST BE CUT A LEADER. DO NOT SUFFICIENTTO GUY ASSEMBLY 16' POLYPROPYLENE OR PAINT CUTS. THOROUGHLY SATUMTE POLYETHYLENE KID MIL) I- 1 /2'WIDE STRAP 3. SET PLANT ON HOOT BALL AND PLANTING RYP) DOUBLE STRAND 10 GA. WIRE, 2 -7" UNDISTURBED NATIVE SOIL HOLE. ROLLED STEEL POSTS (MnWT 3401) as 180' OR THOROUGHLY 8. PLACE MULCH WITHIN 48 O.C. (SEE STAKING DIAGRAM) COMPACTED BACKFILL SOIL. HOURS OF THE SECOND INSTALL PLANT SO THE WATERING UNLESS SOIL ROOT FLARE IS AT OR UP MOISTURE IS EXCESSIVE. TO 2" ABOVE THE FINISHED COORDINATE STAKING TO GRADE. 2012° INSURE UNIFORM 4. PUCE PLANT IN PLANTING ORIENTATION OF GUY HOLE WITH BURLAP AND 12 LIN ES AND STAKES WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12' OF STAKING DIAGRAM THE TOP OF ROOTBALL z WATER PLANT. REMOVE F GUY WIRE WITH WEBBING TOP 1/3 OF THE BASKET OR FLAGGING -ONE PER WIRE THE TOP TWO HORIZONTAL RINGS, 4' -6" SHREDDED BARK MULCH WHICHEVER 15 GREATER. REMOVE ALL BURLAP AND (- EXISTING GRADE NAILS FROM TOP 113 OF MINIMUM 1/2 WIDTH OF ROOT BALL THE BALL. REMOVE ALL TWINE € PLANTING SOIL MIXTURE (SEE SPEC) 5. PLUMB AND BACKFILL WITH p CONIFEROUS TREE PLANTING DETAIL GROUNDCOVER LEGEND (FOR ALL SHEETS) SYM. TYPE SEED MIX COMMERCIAL TURF - SOD HIGHLAND SOD HARDWOOD (NATURAL COLOR) SHREADED MULCH Sambatek www.sambatek.com 12800 Whitewater Drive Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering l Surveying l Planning l Environmental Client PASTER ENTERPRISES 2227 UNIVERSITY AVE ST. PAUL, MN 55114 Project 7 &41 CROSSINGS CENTER Location CHANHASSEN, MINNESOTA HIGHWAY 7 Certification I hereby Cart fy that this survey, plan or report was prepared by me or under mV direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. ota. A / i Q William L. D %_ Registratio_ WS2 Date: 10 /17/2014 This care LISP is not valid unless we signed In blue Ink. If app able, contact us For a wet signed ropy of this survey which is available upon request at Summary Designed: Bob Drawn: JEB Approved: LOS Book /Page: Phase: PRELIMINARY Initial Issued: 10 /17/2014 Revision History No. Date BV Submittal /Revision Sheet Title LANDSCAPE PLAN Sheet No. Revision L1.01 Project No. PAS20188 QUANTITIES SHOWN IN THE PLANTING SCHEDULE ARE FOR THE CONTRACTOR'S CONVENIENCE. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON THE PLAN. 24. 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 THROUGHOUT THE GUARANTEE PERIOD. 25. 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. 26. 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. TURF NOTES: TURF ESTABLISHMENT SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE PROVISIONS OF THE MN/DOT 2105 AND 2575 EXCEPT AS MODIFIED BELOW: 1. ALL AREAS TO RECEIVE SOD SHALL ALSO RECEIVE 4° OF TOPSOIL PRIOR TO INSTALLING SOD. TOPSOIL SHALL BE FREE OF TREE ROOTS, STUMPS, BUILDING MATERIAL, AND TRASH, AND SHALL BE FREE OF STONES LARGER THAN 1 INCHES IN ANY DIMENSION. 2. WHERE SOD ABUTS PAVED SURFACES, FINISHED GRADE OF SOD /SEED SHALL BE HELD 1 "BELOW SURFACE ELEVATION OF TRAIL, SLAB, CURB, ETC. 3. SOD SHALL BE LAID PARALLEL TO THE CONTOURS AND SHALL HAVE STAGGERED JOINTS. ON SLOPES STEEPER THAN 3:1 OR IN DRAINAGE SCALE$, SOD SHALL BE STAKED SECURELY. 1. SCARIFY BOTTOM AND BACK FILL SOIL NOTE: GUYASSEMBLY OPTIONAL BUT SIDES OF HOLE PRIOR TO 6, WATE0.TOSETTLEPIANTS CONTRACTOR A$$UMESr ULL PLANTING AND FILL VOIDS. RESPONSIBILIN FOR MAINTAINING TREE IN 2. TRIM OUT DEAD WOOD 7. WATERWITHINTWO A PLUMB POSITION FOR THE DURATION OF ANDWEAKANVOR HOURS OF INSTALLATION. THE GUARANTEE PERIOD DEFORMED TWIGS. DO NOT WATERING MUST BE CUT A LEADER. DO NOT SUFFICIENTTO GUY ASSEMBLY 16' POLYPROPYLENE OR PAINT CUTS. THOROUGHLY SATUMTE POLYETHYLENE KID MIL) I- 1 /2'WIDE STRAP 3. SET PLANT ON HOOT BALL AND PLANTING RYP) DOUBLE STRAND 10 GA. WIRE, 2 -7" UNDISTURBED NATIVE SOIL HOLE. ROLLED STEEL POSTS (MnWT 3401) as 180' OR THOROUGHLY 8. PLACE MULCH WITHIN 48 O.C. (SEE STAKING DIAGRAM) COMPACTED BACKFILL SOIL. HOURS OF THE SECOND INSTALL PLANT SO THE WATERING UNLESS SOIL ROOT FLARE IS AT OR UP MOISTURE IS EXCESSIVE. TO 2" ABOVE THE FINISHED COORDINATE STAKING TO GRADE. 2012° INSURE UNIFORM 4. PUCE PLANT IN PLANTING ORIENTATION OF GUY HOLE WITH BURLAP AND 12 LIN ES AND STAKES WIRE BASKET, (IF USED), INTACT. BACKFILL WITHIN APPROXIMATELY 12' OF STAKING DIAGRAM THE TOP OF ROOTBALL z WATER PLANT. REMOVE F GUY WIRE WITH WEBBING TOP 1/3 OF THE BASKET OR FLAGGING -ONE PER WIRE THE TOP TWO HORIZONTAL RINGS, 4' -6" SHREDDED BARK MULCH WHICHEVER 15 GREATER. REMOVE ALL BURLAP AND (- EXISTING GRADE NAILS FROM TOP 113 OF MINIMUM 1/2 WIDTH OF ROOT BALL THE BALL. REMOVE ALL TWINE € PLANTING SOIL MIXTURE (SEE SPEC) 5. PLUMB AND BACKFILL WITH p CONIFEROUS TREE PLANTING DETAIL GROUNDCOVER LEGEND (FOR ALL SHEETS) SYM. TYPE SEED MIX COMMERCIAL TURF - SOD HIGHLAND SOD HARDWOOD (NATURAL COLOR) SHREADED MULCH Sambatek www.sambatek.com 12800 Whitewater Drive Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering l Surveying l Planning l Environmental Client PASTER ENTERPRISES 2227 UNIVERSITY AVE ST. PAUL, MN 55114 Project 7 &41 CROSSINGS CENTER Location CHANHASSEN, MINNESOTA HIGHWAY 7 Certification I hereby Cart fy that this survey, plan or report was prepared by me or under mV direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. ota. A / i Q William L. D %_ Registratio_ WS2 Date: 10 /17/2014 This care LISP is not valid unless we signed In blue Ink. If app able, contact us For a wet signed ropy of this survey which is available upon request at Summary Designed: Bob Drawn: JEB Approved: LOS Book /Page: Phase: PRELIMINARY Initial Issued: 10 /17/2014 Revision History No. Date BV Submittal /Revision Sheet Title LANDSCAPE PLAN Sheet No. Revision L1.01 Project No. PAS20188 CONIFEROUS TREE PLANTING DETAIL GROUNDCOVER LEGEND (FOR ALL SHEETS) SYM. TYPE SEED MIX COMMERCIAL TURF - SOD HIGHLAND SOD HARDWOOD (NATURAL COLOR) SHREADED MULCH Sambatek www.sambatek.com 12800 Whitewater Drive Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering l Surveying l Planning l Environmental Client PASTER ENTERPRISES 2227 UNIVERSITY AVE ST. PAUL, MN 55114 Project 7 &41 CROSSINGS CENTER Location CHANHASSEN, MINNESOTA HIGHWAY 7 Certification I hereby Cart fy that this survey, plan or report was prepared by me or under mV direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. ota. A / i Q William L. D %_ Registratio_ WS2 Date: 10 /17/2014 This care LISP is not valid unless we signed In blue Ink. If app able, contact us For a wet signed ropy of this survey which is available upon request at Summary Designed: Bob Drawn: JEB Approved: LOS Book /Page: Phase: PRELIMINARY Initial Issued: 10 /17/2014 Revision History No. Date BV Submittal /Revision Sheet Title LANDSCAPE PLAN Sheet No. Revision L1.01 Project No. PAS20188 Sambatek www.sambatek.com 12800 Whitewater Drive Suite 300 Minnetonka, MN 55343 763.476.6010 telephone 763.476.8532 facsimile Engineering l Surveying l Planning l Environmental Client PASTER ENTERPRISES 2227 UNIVERSITY AVE ST. PAUL, MN 55114 Project 7 &41 CROSSINGS CENTER Location CHANHASSEN, MINNESOTA HIGHWAY 7 Certification I hereby Cart fy that this survey, plan or report was prepared by me or under mV direct supervision and that I am a duly Licensed LANDSCAPE ARCHITECT under the laws of the State of Minnesota. ota. A / i Q William L. D %_ Registratio_ WS2 Date: 10 /17/2014 This care LISP is not valid unless we signed In blue Ink. If app able, contact us For a wet signed ropy of this survey which is available upon request at Summary Designed: Bob Drawn: JEB Approved: LOS Book /Page: Phase: PRELIMINARY Initial Issued: 10 /17/2014 Revision History No. Date BV Submittal /Revision Sheet Title LANDSCAPE PLAN Sheet No. Revision L1.01 Project No. PAS20188