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Plans dated 07-24-201402014 Westwood Professional Services, Inc. Preliminary for Existing Conditions, Plat, Site, Grading, Utilities, and Landscape for The Village Chanhassen, MN Prepared for: Chanhassen Retail, LLC 1508 Welland Avenue Minnetonka, MN 55305 Contact: Steve Johnson Phone: 952 - 852 -2339 Fax: Prepared by: W Westwood Professional Services, Inc. 7699 Anagram Drive Eden Prairie, MN 55344 PHONE 952- 937 -5150 FAX 952- 937 -5822 u —J TOLLFREE 1- 888 - 937 -5150 Westwood wwmewestwoodps.conn Project number: 0000220.00 Contact: Daniel Parks Shoppes of Chanhassen INDEX SHEET NO. DESCRIPTION C1 COVER SHEET C2 EXISTING CONDITIONS C3 PRELIMINARY PLAT C4 CIVIL SITE PLAN C5 GRADING DRAINAGE & EROSION CONTROL PLAN C6 UTILITY PLAN C7 LANDSCAPE PLAN SL1.0 PHOTOMETRIC PLAN Vicinity Map S\ cxa�naun '9ir s ➢mS Plus iolal Car Cam B Mertia S.11oMaM kaworrme ' ptborelUm O \vd Q $gem lrec Blvd � e�o-ca�mM1�q Arboretum Arboretum Blvd A boretom 6 \vd � ps Arboretum Blvd i namic +n_Cn�n a.ri- IbuliM1en'S I Mmme�rzou�w.... :. J pond Promenade P-rd Plomendtle Pb OO d0 g \J Pbp<y \Vm O 8 m 2nd MWeerc— m a EquOmenl \0� O V W C~. 10, $Ia�butki Cj p OkewiMS W.'MrvJ Ik j m pond Promena� Lake Or m Lake Or ao.. ..... .. Paam, O Sp . cmN..n ;e or uaick,lwd —ie Murtlan VOge *eacnernammq � ' � � voga CelM(• µy0 va (Not to Scale) Iv— loss 5vnin 5<xaol S Lake Or 0 � xg NO. DATE REVISION SHEETS NOT FOR CONSTRUCTION Preliminary Plans for Existing Conditions, Plat, Site, Grading, Utilities, and Landscape for The Village Shoppes of Chanhassen Chanhassen, MN Date: 07/24/14 Sheet: C1 of 8 02014 Westwood Professional Services, Inc. Call 48 Hours before digging: 811 or ca11811.com BMH Common Ground Alliance yt im Elev. = 950.62 \ v. South Elev. = 945.92 - - -- - .- - - - - -� / ln. NEEIev = 945.92 SNMH GCB \ \ LEGEND 1 Rim Elev. = 552.76 s� Rim Elev. / 950.33 � lnv. uth El v. _ 931.2 5` v. No Elev. = 946.2 \ 0 BUSH /SHRUB 0 STORM MANHOLE n v. a Nys SNMH 0 \ CONIFEROUS TREE 11 TELEPHONE BOX 1 NVS tlMT Rim Elev. 951.46 �, \ \ DECIDUOUS TREE 0 TELEPHONE MANHOLE i�,- NtlS LyM RmI Inv. East El e v v = 93 16 �p kz \ dL WETLAND ® TRAFFIC CONTROL BOX Ltl In West Elev. = 31.6 56� 1k \ ® STEEL/WOOD POST NN HAND HOLE tlM a^ k� \ ' Set PK Nail in B inous SIGN - ]RAPE /C OTHER 7RAF77C LIGHT 952 I 951 \ / v� SIGN - TRAFFIC /OTHER oa GATE VALVE E MAIL BOX HYDRANT P FOP �%'` & HAND /CAPPED STALL [jw WATER METER 27.00 `°' N _ -_ ?,t / - B 0 MME - R - - � ,�, - Set X in Concrete 1 � ; G PERC TEST ❑s CURB STOP BOX • c \ l ©w MONITORING WELL ®w WATER MANHOLE Found Cappea I on ipe �- Found Ca d Iron Pipe \ �\ I License No. 0943, LOT 2 CBMH -. / © cne%E TV BOX Q WELL License No. 1094 0.4fLfeet s u hwest of \\ \ Rim Elev 946.4 / 60.00 \ G GAS METER -c]v- CABLE TV - - -- - - I 1 0.40 feet s west of com uted� ion Inv. NE v 9 3.2 ROW cc95 ute position / p �a Existing Building GAS - STREET uTE -Gas- GAS LINE 11 / ' �� 'D��4r SW_ l__ 43.2 r. GUY W1R£ -PG1� POWER OVERHEAD PS \ \ \ � CBMH / P POWER POLE -PuG- POWER UNDERGROUND el �� ill l A A / I r- / ° hw,Ele -\9 6.59 _ STORM SEWER 1 irx' Elev. x,942.4 0 ELECTRIC METER -sT V l L - L - / 1 \ L V 7 L_ - �/ \ l GAS \ \ I❑ ELECTRIC BOX -saner SANITARY SEWER GAS _ 91 V / G- \ \ GAS CBMH - -� - _ -- i sr 0 ELECTRIC MANHOLE ->O4- TELEPHONE OVERHEAD / Rim Elev. = 9" S C g 95' D Inv. East El v. ® ELECTRIC TOWER -mc- TELEPHONE UNDERGROUND ' \ ° 4' 9y0^ 0a' 1 - / ` ®s SANITARY MANHOLE -War- WATERMA /N ,55 11) IN Inv W sit Ele . - /'�`(`` ' \� ✓ I gp9 R'.�9 In V. S L( th le -v.. 4 ( 11 co SEWER CLEANOUT -x- FENCE LINE BEEHIVE CATCH BASIN DECIDUOUS TREE LINE 0.70 ",0 4 ® CATCH BASIN -1 ,I� /,/ /,/, ,I} CONIFEROUS TREE LINE ® FLARED END SEC77ON 1/'y1yrV' CURB & GUTTER CONCRETE SURFACE '� '`xr� >vz BITUMINOUS SURFACE II�� 7N, 41, LOT 1 n 0.64 h � a I /� ^ /+- i / , / /� �1 � -SNMH � -� � % 1 n / / /� /I / m El e v . 94 - 34 / Inv. Ea Eleytl 31 41 1 In v. s t El v 1.414 ° CBMH Rim Ele 1 / 9 "9 Rim El v 94 .6 h Ele . 40.89\ Inv "6 art EIe �4 . yQ / 00 1 949 Inv9Sou h lev. 04 -- -- ` ROW -- I ,CBMH / / / c o / CBM A-" Rim Elev. = 948.22 / Rim lev. = 9 Inv SE Elev. = 942.52 / nv. 5E Eev. Vj Inv. West Elev. = 942.52 948 CBMH /5 v % v 4 "I 9 Rim lev. 2 1 g CB I/ g10 / /\'`STMH 1 Found PK nail 2.30 feet southwester/ nv. rt Fe = 940 4 / R' Elev = 44.5 Ca4.�yH _ El - 2 7m �Nort lev 94 ',(l Rim Elev. = 945.63 1 of computed Inv. East Elev. = 940.03 gc im Elev P84 # w5 / -- CB In V. GEle 94 71 _27.00 ® Found C In r e g 5� im EleA- 944.62 Inv. West Elev. = 940.03 �# B -B n i S� -X- In CC3Y7�K�C - -- - nSe In v. So lev 940 12 i N SPM I In v. E El V. 94602 PUG 948 MP1 \ \ Gas ws�� 5P11 h ,-CBM L c n se ft. e Iron' Found scy�lbed, 'Y' i concrete, ' SN f _ ! Inv. Elev. Elev. 10 .30 0.35 feed southwe erly of ",Rim Elev. =; 49 6.12 sG °BMH Elev. P X8.6 I West Elev. = i9 Rim Elev. = 944.53 GLS LS GL GLS GLS s G GLS GLS 1/ n v. th Ele v /� 9.30 pos SAN SAN fN SAN C T O TI� °' "6 �sAN / ,f PP W Elev - 928.6 /� Inv East Elev. = 939.38 I �At Inv. West Elev. = 939.38 -S WA °o -� Inv. North Elev. = 939.38 WAT WA s WAT e V Ar ^ M -WAT g WAT- Q `'h ` V W WA T /n r = 2 g In 91' u = 2 cI e v. 927.49 -� nn t l - - - d Nail 0' 20' 40' 60' Found Capped Iron Pipe License No. 14675 NOT FOR CONSTRUCTION The Village Date: 07/24/14 sheet C2 of 8 0000220EXF01.dw Westwood ProTrsional Semites, Inc I l aeby mefy a Wds plan wu prepved by vie s ands my Rav4Me6 preps..,] fa v. S oppes Of Existing IV, W Etlen P.O., a MNr553a4 ^°P�� sod tlut 14 e d y Ghtr d MimmoFe. �a N e PHONE 952 -93] -5159 / ' '� Chanhassen Retail, LLC PFMLFAff 952 -9 7 -58220 Mark Salo 0' SINN 1508 Welland Avenue Chanhassen Conditions Nf�tvxiod www,westwaodpLmrn pma 07/24/14 Llm Na 43933 8emsd Darwin bdda6e Minnetonka, MN 55305 Chanhassen, MN 02014 Westwood Professional Services, Inc. M pa i i FFT T �7 T 0 RELOCATED SHELTER LAKE DRIVE — 7357 — I I 9 — .e O EAST U LOT 2 O \ E 4 q C U 0 / Q,p 1 RS O' �7 0 K 18.0' 10 G T i 10.0' i i i i i i i / D Site Details 1. B612 CURB & GUTTER 2. INTEGRAL CURB & WALK 3. PEDESTRIAN CURB RAMP 4. ACCESSIBLE PARKING LOGO, STRIPING, & SIGNAGE 5. PAINTED STOP BAR & STOP SIGN POST BASE 6. BOLLARD 7. STANDARD DUTY BITUMINOUS PAVEMENT 8. HEAVY DUTY BITUMINOUS PAVEMENT 9. CONCRETE SIDEWALK 10. BIKE RACKS 11. RAISED PLANTER 12. UNDERGROUND STORM VAULT Call 48 Hours before digging: 811 or call811.com General Site Notes Common Ground Alliance 1. BACKGROUND INFORMATION FOR THIS PROJECT PROVIDED BY WESTWOOD PROFESSIONAL SERVICES, INC. 2. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION /CONSTRUCTION. IF ANY DISCREPANCIES ARE FOUND, THE ENGINEER SHOULD BE NOTIFIED IMMEDIATELY. 3. REFER TO BOUNDARY SURVEY FOR LOT BEARINGS, DIMENSIONS AND AREAS. 4. ALL DIMENSIONS ARE TO FACE OF CURB OR EXTERIOR FACE OF BUILDING UNLESS OTHERWISE NOTED. 5. REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, AND TRUCK DOCKS. 6. ALL CURB RADII SHALL BE 3.0 FEET (TO FACE OF CURB) UNLESS OTHERWISE NOTED. 7. ALL CURB AND GUTTER SHALL BE B612 UNLESS OTHERWISE NOTED. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGGERS AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE CITY AND ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 9. BITUMINOUS PAVEMENT AND CONCRETE SECTIONS TO BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER. 10. CONTRACTOR SHALL MAINTAIN FULL ACCESS TO ADJACENT PROPERTIES DURING CONSTRUCTION AND TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES. 11. SITE LIGHTING SHOWN ON PLAN IS FOR REFERENCE ONLY. REFER TO LIGHTING PLAN PREPARED BY OTHERS FOR SITE LIGHTING DETAILS AND PHOTOMETRICS. 12. PARKING STALLS TO BE 4" WHITE STRIPES WITH TWO COATS OF PAINT Site Legend EXISTING — — — — PROPOSED — — — — PROPERTY LINE B. 4" YELLOW DIAGONAL STRIPE LOT LINE C. MATCH EXISTING CURB & GUTTER SETBACK LINE D. -- - - - - -- EASEMENT LINE — MATCH EXISTING CONCRETE (WALK OR DRIVE) CURB AND GUTTER F. SAWCUT & MATCH EXISTING BITUMINOUS 11P OUT CURB AND GUTTER ------ - - - - -� — POND NORMAL WATER LEVEL I. RETAINING WALL J. STEPS AND HANDRAIL (SEE ARCH. PLANS) —X—X— FENCE 0 0 TRASH ENCLOSURE CONCRETE PAVEMENT M. PYLON SIGN N. CONCRETE SIDEWALK 0. ® HEAVY DUTY BITUMINOUS PAVEMENT TRANSFORMER PAD Q. PATIO STANDARD DUTY BITUMINOUS PAVEMENT R. ® NUMBER OF PARKING STALLS S. Q TRANSFORMER T. i}E SITE LIGHTING U. T TRAFFIC SIGN V. A' POWER POLE W. ° BOLLARD /POST Site Notes O A. 4" DOUBLE YELLOW LANE STRIPE (TYP.) B. 4" YELLOW DIAGONAL STRIPE C. MATCH EXISTING CURB & GUTTER D. MATCH EXISTING PAVEMENT E. MATCH EXISTING CONCRETE (WALK OR DRIVE) F. SAWCUT & MATCH EXISTING BITUMINOUS G. BITUMINOUS PAVEMENT STANDARD DUTY H. BITUMINOUS PAVEMENT HEAVY DUTY I. CONCRETE SIDEWALK AND JOINTING (REFER ARCH. PLANS) J. STEPS AND HANDRAIL (SEE ARCH. PLANS) K. PLANTED AREA L. TRASH ENCLOSURE M. PYLON SIGN N. MONUMENT SIGN 0. TRANSFORMER SWITCH PAD P. TRANSFORMER PAD Q. PATIO R. RETAINING WALL S. EXISTING CONCRETE CURB T. EXISTING LIGHT U. EXISTING SIDEWALK V. EXISTING TRAFFIC SIGNAL W. LIGHT LOCATION X. STEP UP TO SIDEWALK 0' 20' 40' 60' NOT FOR CONSTRUCTION rrlL.. x7:11... Date: 07/24/14 sheet C4 OF 8 Westwood Proirsional 5emkm Inc I hereby =ffy that t Plan wee M anal by nee M ands my S oppes of 7599 Anagram P.O., M SS d eH EER' a W Hatt I em a duly 4ma d 1ROP45[ONAt > P1D /C� Prepared for. Chanhassen Retail, LLC Civil Site Plan PHONE lO 9MN 55304 W� °� �� d 5mtr of - �: a Chanhassen PHONE 952 -93] -5150 FAX 952- 937 -5822 OrMt 22M rounlEE 1- 888 -937 -5150 Daniel Parke 1508 Welland Avenue �tmied www.Weftw=daLmm Dete 07/24/14 Mcenae NM 18919 8md D2a1v� )A�da4e Minnetonka, MN 55305 Chanhassen, MN 02014 Westwood Professional Services, Inc. i i i I I FFFF7T I I Erosion Control Notes 1. SILT FENCE WILL BE INSTALLED AROUND SITE IN ALL FILL AREAS AND LOCATIONS WHERE STORM WATER RUNOFF MAY LEAVE THE SITE, PRIOR TO ANY EXCAVATION /CONSTRUCTION ACTIVITIES. 2. ROCK CONSTRUCTION ENTRANCE WILL BE INSTALLED AT ALL CONSTRUCTION ENTRANCES. \ 3. SILTATION AND EROSION CONTROL: THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION AND EROSION OF THE PROJECT AREA. THE CONTRACTOR SHALL USE WHATEVER MEANS NECESSARY TO CONTROL THE EROSION AND SILTATION INCLUDING BUT NOT LIMITED CATCH \ BASIN INSERTS, ROCK CONSTRUCTION ENTRANCES, EROSION CONTROL BLANKET, AND SILT FENCE. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY DIRECT THE CONTRACTOR'S METHODS AS DEEMED FIT TO PROTECT PROPERTY AND IMPROVEMENTS. ANY DEPOSITION OF SILT OR MUD ON NEW OR EXISTING PAVEMENT OR IN EXISTING STORM SEWERS OR SWALES SHALL BE REMOVED AFTER EACH RAIN AFFECTED AREAS SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. ALL TEMPORARY EROSION CONTROL SHALL BE REMOVED BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 4. CONTRACTOR SHALL INSTALL TEMPORARY INLET PROTECTION (WIMCO OR EQUIVALENT) AROUND ALL CATCH BASIN GRATE INLETS, AFFECTED BY THIS CONSTRUCTION. I 5. ALL DISTURBED AREAS SHALL HAVE TEMPORARY PROTECTION OR PERMANENT COVER OVER EXPOSED SOIL AREAS IF NOT BEING ACTIVELY GRADED WITHIN I SEVEN (7) DAYS. ' 6. FOR AREAS WITH SLOPE OF 3:1 OR GREATER, RESTORATION WITH SOD OR WOOD FIBER BLANKET IS REQUIRED. 7. PUBLIC STREETS USED FOR HAULING SHALL BE KEPT FREE OF SOIL AND / _r.AS DEBRIS. STREET SWEEPING SHALL BE COMPLETED DAILY. N Call 48 Hours before digging: 811 or call811.com Grading Notes Common Ground Alliance 1. LOCATIONS AND ELEVATIONS OF EXISTING TOPOGRAPHY AND UTILITIES AS SHOWN ON THIS PLAN ARE APPROXIMATE. CONTRACTOR SHALL FIELD VERIFY SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO EXCAVATION /CONSTRUCTION. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. 2. CONTRACTORS SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVEMENT, EXIT PORCHES, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS, EXACT BUILDING UTILITY ENTRANCE LOCATIONS, AND EXACT LOCATIONS AND NUMBER OF DOWNSPOUTS. 3. ALL EXCAVATION SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR TRENCH EXCAVATION AND BACKFILL /SURFACE RESTORATION" AS PREPARED BY THE CITY ENGINEERS ASSOCIATION OF MINNESOTA. 4. ALL DISTURBED UNPAVED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL AND SOD OR SEED. THESE AREAS SHALL BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. SEE LANDSCAPE PLAN FOR PLANTING AND TURF ESTABLISHMENT. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. PLACEMENT OF THESE DEVICES SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MNDOT STANDARDS. 6. ALL SLOPES SHALL BE GRADED TO 3:1 OR FLATTER, UNLESS OTHERWISE INDICATED ON THIS SHEET. 7. CONTRACTOR SHALL UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING AND PROVIDE A SMOOTH FINISHED SURFACE WITH UNIFORM SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN OR BETWEEN SUCH POINTS AND EXISTING GRADES. B. SPOT ELEVATIONS SHOWN INDICATE FINISHED PAVEMENT ELEVATIONS & GUTTER FLOW LINE UNLESS OTHERWISE NOTED. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. 9. SEE SOILS REPORT FOR PAVEMENT THICKNESSES AND HOLD DOWNS. 10. CONTRACTOR SHALL DISPOSE OF ANY EXCESS SOIL MATERIAL THAT EXISTS AFTER THE SITE GRADING AND UTILITY CONSTRUCTION IS COMPLETED. THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING AGENCIES. 11. CONTRACTOR SHALL PROVIDED A STRUCTURAL RETAINING WALL DESIGN CERTIFIED BY A LICENSED PROFESSIONAL ENGINEER. 12. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, STATE AND FEDERAL RULES INCLUDING THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT REQUIREMENTS. 13. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A PROOF ROLL, AT MINIMUM, WILL BE REQUIRED ON THE SUBGRADE. PROOF ROLLING SHALL BE ACCOMPLISHED BY MAKING MINIMUM OF 2 COMPLETE PASSES WITH FULLY- LOADED TANDEM -AXLE DUMP TRUCK, OR APPROVED EQUAL, IN EACH OF 2 PERPENDICULAR DIRECTIONS WHILE UNDER SUPERVISION AND DIRECTION OF THE INDEPENDENT TESTING LABORATORY. AREAS OF FAILURE SHALL BE EXCAVATED AND RECOMPACTED AS SPECIFIED HEREIN. as.7o \ \ \// \9 14. EMBANKMENT MATERIAL PLACED BENEATH BUILDINGS AND STREET OR PARKING AREAS I SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED as.7o LOT 1951.70 51.00 95� \ od / IN MNDOT 2105.3F1 AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. 951. 0 951.50 _ \ d a 950.70 I x•80 ° PS e" 15. EMBANKMENT MATERIAL NOT PLACED IN THE BUILDING PAD, STREETS OR PARKING AREA, 950.80 SHALL BE COMPACTED IN ACCORDANCE WITH REQUIREMENTS OF THE ORDINARY COMPACTION x949.60 I 1 / e�0 METHOD AS OUTLINED IN MNDOT 2105.3F2. X9 1 0 x949.50 9s0.50 94 .80 `9h9 ° a 16. ALL SOILS AND MATERIALS TESTING SHALL BE COMPLETED BY AN INDEPENDENT X9 70 r sP GEOTECHNICAL ENGINEER. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR DOWN, s.3o / UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE GEOTECHNICAL ENGINEER. 949.5 949.80 THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOILS TESTS 49.40 950.30 AND INSPECTIONS WITH THE GEOTECHNICAL ENGINEER. T i 9.30 .10 949.70 9x9.0 ' Grading Legend X9 / m a I g� EXISTING PROPOSED 9 _ ej 78 / s� / PROPERTY LINE � L= 949.7 '��JJ oo -- - LOT LINE 1 -'980- - 1 -980- - INDEX CONTOUR sas.00 / _-982 -- � -982 INTERVAL CONTOUR I 948 9A �� CURB AND GUTTER n sro ' BP`' v © sP"�m / POND NORMAL WATER LEVEL sro n �SF� �SF� SILT FENCE 2 . 0 94 odd h / _ J / sro ► ►� STORM SEWER 7 949.00 A6 t st o / ® FLARED END SECTION (WITH RIPRAP) WATER MAIN £ 48. .20 sPd \ / saN ► SANITARY SEWER uc µPt NJ st0 RETAINING WALL z A sPd I/ / ► ►► DRAIN TILE 946 BREAK LINE GAS s cas,�w O sPd N / \ / / / GRADING LIMITS a /s / X % EROSION CONTROL BLANKET NCE sPd sj0 f / TURF REINFORCEMENT MAT ols Is of oes `� oes/ \)� ols o ols 019 is wPt01S / 83780 837.80 SPOT ELEVATION SAN SAN N SAN .err -/SAN 9� SAN SPd t� �� / X X1~0, FLOW DIRECTION �- ✓� � wP r 1100 TOP AND BOTTOM OF RETAINING WALL R wnr w war war war wnr war r Q i I E.O.F. EMERGENCY OVERFLOW R g i 00 9 I i 58 47 0 se -19 0 58 -19 SOIL BORING LOCATION INLET PROTECTION a 0' 20' 40' 60' NOT FOR CONSTRUCTION The Village Date: 07/24/14 sheet C5 OF 8 000022000P01.dw Westwood Profmional Seeviam Inc I hereby ietlfy that dda plan wee M nal by me o< and my S oppes of ]699 Anagram Drlve direct eupervidon and Nut I em a duly 4m�sed 1'ROY4S6[ONAt Dedntad: �� tor: Grading Drainage and Eden P.O., MN 55344 �� �dm Du vaw a D 5mte of .. ow Chanhassen Retail, LLC Chanhassen PHONE 952 -937 -5158 FAX 952 - 937 -5822 o,.wm aiw Erosion Control Plan T FREE 1- 888 -937-5158 1 ndd Peet 1508 Welland Avenue WeS'tvxMill www.w estwaodIaLmm phs 07/24/14 L1� Na 18919 laamtd °1eN40e bv7 ` Minnetonka, MN 55305 Chanhassen, MN 02014 Westwood Professional Services, Inc. i - -� -- SNMH �II 1 Rim Elev. = )52.76 In v. u th E +v. = 931.2 In v. a NV5 NtlS� NV LtlMT 1 IRmI Ntls R-1tlM I ltl�^ IVM n 3 I 2 I M IN LO Rim lev. 9 Inv. E EeV In V. a / 1/• In In I a CONNECT SANITARY SERVICE TO EXISTING STUB. CONTRACTOR TO VERIFY EXACT LOCATION AND INVERT OF EXISTING STUB RETAIL /REST. 13,652 SF va bed RD IE 946.25 I DIP WATERED LOT 1 SERVICE I I I 8 "x8 "x6" \\ 6" DIP WITH HYDRANT) Drainage & Utility easement per Villages on the Pond 2nd Add. I I RD -CBMH IE 945.00 , Rim Elev. = 948.22 Inv. eV. _ I Inv. West Elev. = 942.52 / 4 I / I I / I � I � J� JG 92 Elev, 927.45 Ell -79FV97 I I i Rim Elev 957.46 Inv. East Eev. - 93 16 Inv. West Elev. = 937. 6 CONjjJJECT \\TO 8' I DIP 1NATEI2\ STUB. =7110171; FTI I � I I II CBMH / Rim Elev. = 950.62 / �ay. South Elev. = 945.92 In NE Elev. - 945 CB \ Rim l �� >50.33 NN�_ �n v. = 946.2 \ 28' - 12" STORM 01.00% -41STMH 1 RE =950.3 IE= 945.97 63' - 12" STORM vr[01.00% 9' - 8" STORM 01.00% 18" STORM �IEn4.23� 28' - 12" 01.60% EAST--SAN LOT 2 \\ 12" 95 TORMI< IE =9 4. 34 N 12" STORM 72 W IE= 943.12 32 E 27' - 12" STORM C/ 00.5% � \ R, V. Rim Elev. _ r v Ea E, Fn ve W Ele (6) ROWS WITH 8) C -MB STORM TECH SC- 0 WI 1.1" VO EQU E F FIL IMPER US RFA 25 BELOW 21 F U ET IE 9 STORM CH SC 40 =943 Q 4" DRAT TI = 1.00 7' -15" 01.72% IE =s4 "7 NIfiF, 94Z6 IE= g1CO 4 "�. le IE= '4"1.00 4 Inv. ou h le V. j2 - 15" STORM I l ® N.72% i i 5 .727 ST 01.727 S ' I &U No. \\ OVER NEW 7L�UME PROVIDED 3528 CF. 1� I Call 48 Hours before digging: 811 or ca1181l.com Common Ground Alliance Utility Legend General Utility Notes EXISTING PROPOSED 1. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION OF - - - - - - - - PROPERTY LINE EXISTING UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS - LOT LINE UTILITY COMPANIES AND LIMITED MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION SHALL NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR SHALL VERIFY EASEMENT LINE EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND NOTIFY THE OWNER OR ENGINEER OF CURB AND GUTTER DISCREPANCIES. SAN� SANITARY SEWER 2. ALL SANITARY SEWER, STORM SEWER AND WATER MAIN INSTALLATIONS SHALL BE PER sm� ► ►� STORM SEWER MINNESOTA PLUMBING CODE AND IN ACCORDANCE WITH THE CURRENT EDITION OF "STANDARD SPECIFICATIONS FOR WATER MAIN AND SERVICE LINE INSTALLATION AND WA I WATER MAIN SANITARY SEWER AND STORM SEWER INSTALLATION" AS PREPARED BY THE CITY ENGINEERS wAr­­E� Imo} HYDRANT ASSOCIATION OF MINNESOTA. GA3 GAS 3. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL OBTAIN THE NECESSARY FEDERAL, PUG UNDERGROUND ELECTRIC STATE AND LOCAL PERMITS FOR THE PROPOSED WORK OR VERIFY WITH THE OWNER OR OVERHEAD ELECTRIC ENGINEER THAT PERMITS HAVE BEEN OBTAINED. PERMIT FEES SHALL BE THE Pan RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE ARRANGED WITH THE OWNER. Nc UNDERGROUND TELEPHONE OVERHEAD TELEPHONE 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND Ton DIMENSIONS OF DOORWAYS, RAMPS, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND rov TELEPHONE FIBER OP11C EXACT BUILDING UTILITY CONNECTION LOCATIONS. crV CABLE TELEVISION 5. ALL PRIVATE UTILITIES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE SPECIFICATIONS ►� GATE VALVE OF THE APPROPRIATE UTILITY COMPANY. THE CONTRACTOR SHALL COORDINATE THE SERVICE LINE CONSTRUCTION WITH THE UTILITY COMPANIES. `3,E ilE LIGHT POLE 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY CITY PERMITS FOR UTILITY CONNECTIONS, AND UTILITIES SHALL BE INSPECTED AND APPROVED BY THE CITY. THE CITY SHALL BE NOTIFIED 48 -HOURS PRIOR TO COMMENCING WITH THE UTILITY CONSTRUCTION OR ANY 174 V. J VV C l - `f J. ;J /� \ \J REQUIRED TESTING. CONTRACTOR SHALL NOT OPERATE, INTERFERE WITH, CONNECT ANY \ CB MH PIPE OR HOSE TO, OR TAP ANY WATER MAIN BELONGING TO THE CITY UNLESS DULY o AUTHORIZED TO DO SO BY THE CITY. ANY ADVERSE CONSEQUENCES OF SCHEDULED OR EeV. 6.59 UNSCHEDULED DISRUPTIONS OF SERVICE TO THE PUBLIC ARE TO BE THE RESPONSIBILITY ,95,'0" lV Elev. - 42 '9114 OF THE CONTRACTOR. Ink. \ V. dV .94 7. WATER MAIN LENGTHS AS SHOWN ARE APPROXIMATE HORIZONTAL LENGTHS. ALLOW FOR CB -� - _ __ / 5T0 ADDITIONAL PIPE WHEN INSTALLING ON SLOPES OR WHEN DEFLECTIONS ARE REQUIRED. THE Rim Elev. _ �� DEFLECTIONS T RECOMMENDED MANUFACTURER OR BY LOCAL GOVERNING SPECIFICATIONS. FITTINGS P TINGSREQUIRED TO \ In V. East El V. = 7 CONSTRUCT WATER MAIN SHALL BE INCLUDED IN WATER MAIN CONSTRUCTION. In V. W t El B 8. PROVIDE WATER MAIN THRUST RESTRAINTS PER CITY STANDARD REQUIREMENTS. \ Inv. S th le-v., 4 7 V. Q 9. A MINIMUM VERTICAL SEPARATION OF 18 INCHES IS REQUIRED AT ALL WATER MAIN CROSSINGS WITH SANITARY SEWER OR STORM SEWER. 1 10. UTILITY SERVICES TYPICALLY TERMINATE 5' OUTSIDE BUILDING WALL UNLESS OTHERWISE SHOWN OR NOTED. 11. ALL MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE CITY. O� 12. ALL WATER LINES SHALL BE DUCTILE IRON WRAPPED IN POLYETHYLENE, CLASS 52 WITH 7.5' MINIMUM COVER. PROVIDE MINIMUM SEPARATION OF 18" FROM SANITARY SEWER & 9�a / STORM SEWER. INSULATE WATER MAIN IF LESS THAN 7.5' OF COVER. 13. INSULATION SHALL BE DOW STYROFOAM HI BRAND 35 OR EQUIVALENT, WITH 4 INCHES OF / / Pz R THICKNESS. / ytio V 14. SANITARY SEWER PIPE OUTSIDE THE BUILDING ENVELOPE SHALL BE POLYVINYL CHLORIDE ,_SNMH / (PVC) SDR 35 OR 26. SDR 26 IS REQUIRED FOR DEPTHS GREATER THAN 15 FEET. / Pa SANITARY SEWER PIPE WITHIN 5 FEET OF BUILDING AND UNDER FOOTINGS, PIPE SHALL BE inn EIeV 94 .34 / PVC SCHEDULE 40. Inv. Ea Eev = 37 41 = 1.414 15. STORM SEWER PIPE SHALL BE REINFORCED CONCRETE PIPE (CLASS 5 FOR PIPE DIAMETERS 1/n V E V St 18" AND SMALLER, CLASS 3 FOR PIPE DIAMETERS 21" AND LARGER UNLESS OTHERWISE za' / NOTED) WITH R -4 GASKETS, OR HDPE STORM SEWER PIPE IF ALLOWED BY THE CITY. HDPE STORM PIPE SHALL MEET REQUIREMENTS OF PIPE SHALL BE WATER TIGHT SEE 40.89 / ACCORDING TO ASTM D3212 REQUIREMENTS. SEE PLAN AN FOR LOCATIONS WHERE RCP IS so / REQUIRED. PVC STORM SEWER PIPE SHALL BE SCHEDULE 40 PIPE. FLARED END SECTIONS 5 SHALL BE RCP WITH TRASH GUARDS & RIP -RAP. /SPN 16. POST INDICATOR VALVES SHALL BE CLOW F -5750 (OR EQUIVALENT) MEETING AWWA STANDARD C509 AND CITY STANDARDS. VALVE TO BE MECHANICAL JOINT RESILIENT WEDGE SN' / GATE VALVE. POST TO BE ADJUSTABLE FOR 8 FEET WATER MAIN DEPTH. THE ELECTRICAL ALARM SWITCH SHALL BE PART NO. PCVS2 (OR EQUIVALENT). wA1 17. AFTER CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS -BUILT RECORD OF UTILITY CONSTRUCTION. THE AS -BUILT SHALL INCLUDE LOCATION 51G `.STMH AND LENGTH DEVIATIONS OR CHANGES TO THE PLAN. CONTRACTOR TO VERIFY WITH OWNER lye th = 9 lQ• ' EIeV. = 44.57 OR ENGINEER WHETHER A PLAN WITH POST - CONSTRUCTION ELEVATIONS IS REQUIRED. l2 Inv. Nort lev. g4 ,-77 Rim Eev. = 945.63 GORE DRILL 12" _ Inv. East Elev. = 940.03 GAS STORM INTO E In V. jOEle 94 .77 9-4_ CB 0 IE=,g .5 im Elev . - 944.62 / Inv. West Elev. = 940.03 STORM SEWER CASTING SCHEDULE s H wA1 Inv. So @ ev. 940.'72 , STRUCTURE CASTING TYPE CB 3 ,94 E NUMBER TYPE DIA. 7.0 In Eev. 94472 NUM RE= 946.�SA IE =940.5 1 STMH 48" R -1648 IE =943.2 wA1 2 STMH 48" R -1648 � � SAS N ,C'B 3 CB 2'x3' R -3067 i _ � � 4 STMH 48" R -1648 EIeV• 15.70 li 5 STMH 48" R -1648 72 Inv. E Elev. = 93 .30 JeBMH 01 �g 6 / . S�lest Eev. = 9 Rim Elev. = 944.53 928 6 n v. th Elev. 5;- 9.30 /n v. East Eev. = 939.38 Inv. West Elev. = 939.38 Inv. North Elev. = 939.38 WA r r � / / 0' 20' 40' 60' NOT FOR CONSTRUCTION ____1 Date: 07/24/14 sheet C6 of 8 Westwood Professional Services, Inc I hereby .etlfy that doe Plan wee M,p by me s and my Revlelonc Prepand for: S Etlen P.O., MN SSW WGav� de fie la. a the sme ManmMobOI�s[oNN Dlda!ti P1DM8l � °Y " e V oppes of �] PHONE 952 -937 -5150 °'°�' ow Chanhassen Retail, LLC J FAX 952- 937 -5822 � �W Chanhassen Utility Plan T FREE 1- 888 - 937 -5150 Daniel Peet 1508 Welland Avenue Westvxwd www.wenwaodpLmm I p0z 07/24/14 yip Na 18919 laamtd °1eNf0` by/ddc Minnetonka, MN 55305 Chanhassen, MN 02014 Westwood Professional Services, Inc. / / / / / / / / I � FFFFTT I W I I. ) SOD EDGER RETAIL /REST. ` !. ° AREA TO REMAIN AS ";ean0 • EXISTING VEGETATION 13,652 SF OR SEED WITH MN /DOT SEED MIX 25131 POST CONSTRUCTION. 6 -CAV T 35 -ASD 6 -KFG 8 -RSH LOT I 9 —KFG 14 —HRD 3 —CAV 39 -ASD 4 —SCJ EXISTING LINDEN TREES TO REMAIN 7 T}i DAYLILYS NDERNEATH (TYP.) s All I I I I I I I LAKE DRIVE 22 -ALC EAST LOT 2 16 —HDR EDGER , Call 48 Hours before digging: 811 or ca1181l.com Common Ground Alliance / \ \ 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. \ \ / 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND /OR QUOTE BY Y� Plant Schedule THE LANDSCAPE CONTRACTOR. \ CODE QTY. COMMON/BOTANICAL NAME SIZE SPACING D.C. \ LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. / 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA —GROWN AND /OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT SKH 4 SkAine Honeylocust / Gleditsia trioconthos var. Inermis ycoe \ / ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. BOIL 1 Boulevard Linden / TWO americans 'Boulevard' 2.5" BB AS SHOWN \ CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. RELOCATE EXISTING 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1 -2004 OR MOST CURRENT VERSION) REQUIREMENTS MAPLE TREE NPP 1 Newport Plum / Prunus cerosifero 'Newport' 2" BB AS SHOWN \ PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. FVB 3 Fox Valley Birch / Betulo nigra 'Little King' 6' HT., BB CLUMP AS SHOWN 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR /ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP EXISTING TREE TO TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR /ROOT FLAIR. WHEN THE BALLED & REMAIN (TYP.) \ BURLAP TREE IS PLANTED, THE ROOT COLLAR /ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. SCJ 15 Scandia Juniper / Juniperus sabino 'Scondio' 24" SPRD., POT 4' -0" O.C. \ 13. WRAP ALL SMOOTH— BARKED TREES — FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. CAV 15 Compact American Cronberrybush Viburnum / Viburnum trilobum 'Compacts' 24" HT., POT 4' -0" O.C. \ CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. ALC 62 Alpine Currant / Ribes olpinum 24" HT., POT 3' -0" O.C. i \ SMS 16 Snowmound Spires / Spiraea nipponica ' Snowmound' 24" HT., POT 3' -0" O.C. i \ DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. SOD ASD 74 Apricot Sparkles Daylily / Hemerocallis 'Apricot Sparkles NO. 1 CONT. 12" O.C. DELETERIOUS MATERIAL AND COLORED RED, OR APPROVED EQUAL. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO / INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). HRD 44 Happy Return Daylily / Hemerocallis 'Happy Returns NO. 1 CONT. 12" O.C. 18. EDGING TO BE COMMERCIAL GRADE VALLEY —VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. \ \ POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER RSH 26 Royal Standard Hosts / Hosts 'Royal Standard' NO. 1 CONT. 16" O.C. EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V— SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH KFG 30 Karl Foerster Feather Reed Grass / Calamagrostis x acutiflora 'Karl Foerster NO. 1 CONT. 24" O.C. CONDITIONS (WHERE APPLICABLE). / \ ALL DISTURBED AREAS TO BE SODDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY / RSG 4 Red Switch Grass / Panicum virgatum 'Shenandoah' NO. 1 CONT. 24" O.C. / / 20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN /BUILD BY LANDSCAPE CONTRACTOR. / LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF \ / SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE —YEAR NOTE: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN THE EVENT OF A DISCREPANCY. WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. / / 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR / IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. \ �\ Planting Notes / \ \ 1. CONTRACTOR SHALL CONTACT COMMON GROUND ALLIANCE AT 811 OR CALL811.COM TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. 3. NO PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE AREA. \ \ / 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND /OR QUOTE BY Y� THE LANDSCAPE CONTRACTOR. \ 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. / 6. ALL PLANTS TO BE SPECIMEN GRADE, MINNESOTA —GROWN AND /OR HARDY. SPECIMEN GRADE SHALL ADHERE TO, BUT IS NOT LIMITED BY, THE FOLLOWING STANDARDS: ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. / ALL PLANTS SHALL BE FREE FROM NOTICEABLE GAPS, HOLES, OR DEFORMITIES. ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. / ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. RELOCATE EXISTING 7. PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z60.1 -2004 OR MOST CURRENT VERSION) REQUIREMENTS MAPLE TREE FOR SIZE AND TYPE SPECIFIED. 8. PLANTS TO BE INSTALLED AS PER MNLA & ANSI STANDARD PLANTING PRACTICES. 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL —IN MATERIALS IF NECESSARY; TEMPORARY ONLY. 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR /ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & BURLAP EXISTING TREE TO TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR /ROOT FLAIR. WHEN THE BALLED & REMAIN (TYP.) BURLAP TREE IS PLANTED, THE ROOT COLLAR /ROOT FLAIR SHALL BE EVEN OR SLIGHTLY ABOVE FINISHED GRADE. 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS; SPLIT AND BREAK APART PEAT POTS. 12. PRUNE PLANTS AS NECESSARY — PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING OF EXISTING AND 8 —SMS PROPOSED TREES. \ 13. WRAP ALL SMOOTH— BARKED TREES — FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. 14. STAKING OF TREES AS REQUIRED; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. LANDSCAPE / CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. 16. BACKFILL SOIL AND TOPSOIL TO ADHERE TO MN /DOT STANDARD SPECIFICATION 3877 (SELECT TOPSOIL BORROW) AND TO BE EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE NEEDS UNLESS i SPECIFIED OTHERWISE. MINIMUM 4" DEPTH TOPSOIL FOR ALL LAWN GRASS AREAS AND 12" DEPTH TOPSOIL FOR TREE, SHRUBS, AND PERENNIALS. 1 —S R, / 17. MULCH TO BE AT ALL TREE, SHRUB, PERENNIAL, AND MAINTENANCE AREAS. TREE AND SHRUB PLANTING BEDS SHALL HAVE 4" i DEPTH OF SHREDDED HARDWOOD MULCH. SHREDDED HARDWOOD MULCH TO BE USED AROUND ALL PLANTS WITHIN TURF AREAS. SOD ' PERENNIAL AND ORNAMENTAL GRASS BEDS SHALL HAVE 2" DEPTH SHREDDED HARDWOOD MULCH. MULCH TO BE FREE OF / DELETERIOUS MATERIAL AND COLORED RED, OR APPROVED EQUAL. MULCH AND FABRIC TO BE APPROVED BY OWNER PRIOR TO / INSTALLATION. MULCH TO MATCH EXISTING CONDITIONS (WHERE APPLICABLE). 40 —ALC 18. EDGING TO BE COMMERCIAL GRADE VALLEY —VIEW BLACK DIAMOND (OR EQUAL) POLY EDGING OR SPADED EDGE, AS INDICATED. POLY EDGING SHALL BE PLACED WITH SMOOTH CURVES AND STAKED WITH METAL SPIKES NO GREATER THAN 4 FOOT ON CENTER WITH BASE OF TOP BEAD AT GRADE, FOR MOWERS TO CUT ABOVE WITHOUT DAMAGE. UTILIZE CURBS AND SIDEWALKS FOR EDGING WHERE POSSIBLE. SPADED EDGE TO PROVIDE V— SHAPED DEPTH AND WIDTH TO CREATE SEPARATION BETWEEN MULCH AND GRASS. INDIVIDUAL TREE AND SHRUB BEDS TO BE SPADED EDGE, UNLESS NOTED OTHERWISE. EDGING TO MATCH EXISTING 3 —SKH CONDITIONS (WHERE APPLICABLE). / 19. ALL DISTURBED AREAS TO BE SODDED, UNLESS OTHERWISE NOTED. SOD TO BE STANDARD MINNESOTA GROWN AND HARDY / BLUEGRASS MIX, FREE OF LAWN WEEDS. ALL TOPSOIL AREAS TO BE RAKED TO REMOVE DEBRIS AND ENSURE DRAINAGE. / SLOPES OF 3:1 OR GREATER SHALL BE STAKED. IF NOT INDICATED ON LANDSCAPE PLAN, SEE EROSION CONTROL PLAN. / / 20. PROVIDE IRRIGATION TO ALL PLANTED AREAS ON SITE. IRRIGATION SYSTEM TO BE DESIGN /BUILD BY LANDSCAPE CONTRACTOR. / LANDSCAPE CONTRACTOR TO PROVIDE SHOP DRAWINGS TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION OF IRRIGATION SYSTEM. CONTRACTOR TO PROVIDE OPERATION MANUALS, AS —BUILT PLANS, AND NORMAL PROGRAMMING. SYSTEM / SHALL BE WINTERIZED AND HAVE SPRING STARTUP DURING FIRST YEAR OF OPERATION. SYSTEM SHALL HAVE ONE —YEAR WARRANTY ON ALL PARTS AND LABOR. ALL INFORMATION ABOUT INSTALLATION AND SCHEDULING CAN BE OBTAINED FROM THE GENERAL CONTRACTOR. / / 21. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED OR / IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. I / 22. REPAIR, REPLACE, OR PROVIDE SOD /SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE SITE / / DISTURBED DURING CONSTRUCTION. i i 23. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. 0' 20' 40' 60' NOT FOR CONSTRUCTION Date: 07/24/14 Sheet C7 OF 8 Westwood Professional Semkm Inc I hereby =ffy that age Plan wee M anal by m M ands my C /t� 7699 Anagram re, Drl5 t I = as duly ahm�se3 PRO�PBSSRONAL R�dO� �r4te� Pro /CEF Prepared for. e V oppes of PHONE 952 -937-5159 °� ow Chanhassen Retail, LLC Chanhassen Landscape Plan FAX 952 -937-5822 OrMt 22M T FREE 1- 888 -937-5150 Chad H Fe*um, PIA 1508 Welland Avenue N(etmWll www.WeftwoodpLmm Dere: 07/24114 Liaenee 14, 46508 8md D2a1vn b°/ ` Minnetonka, MN 55305 Chanhassen, MN THIS POLE FOOTING DETAIL IS TYPICAL, FOR INFORMATIONAL PURPOSES ONLY; ACTUAL FOOTING SHOULD BE DESIGNED FOR THE SPECIFIC APPLICATION AND LOCATION WITH CONSIDERATION TO ACTUAL REQUIRED SEISMIC, SOIL, WIND LOAD CONDITIONS, ETC. LIGHT POLE BASE PLATE COVER DO NOT GROUT 1" FORMED CHAMFER UNDER BASE ( HAND TROWEL EDGE ACCEPTED) PLATE ANCHOR BOLTS ( 4 REQ'D) WITH TWO NUTS EACH (ONE FOR LEVELING) GRADE LEVEL INSTALL SQUARE WITH PARKING LOT SONOTUBE TYPE FORM FOR CONCRETE BASE. ( REMOVE SONOTUBE AFTER CONCRETE SETS, RUBFINISH, NO PAINT) DIMENSION SCHEDULE 0 2" CLEAR X =TBD CLEAR Y =TBD GROUND ROD Z" DIA. Z =TBD CONCRETE SHALL BE 4,000 PSI @ 28 DAYS WITH 6% AIR ENTRAINMENT NEW LIGHT POLE BASE DETAIL SCALE: NONE - 1.0 1. 82.7 4.4 7.0 1.4 2.8° 2.0 EX21.. 1.9 1.1 0o5 6.7 0.6 0.6 0.4 0.2 0.1 0.9 '.6 2.3 3. 6. 8.7 9.0 6.8 WM WM WM WM 1.4 2.3 WM 0 8 0.5 0.3 0.3 0.2 0.2 1.0 .6 {.1 3.0 - 9.6 .4 7 6.8 4.0 2.2 1.6 2.1 0.8 0.7 6.5 0.5 0 4 0.9 0.9 {.4 .0 2.8 9. 8.0 6 8.2 4. 2.9 1.9 1.2 0.7 2 3 2 4 RETAIL/REST 1.1 1.1 0.9 0.8 01.\ 0.8 0.8 �.2 .7 2.9 3.8 '6.3 .7 .0 10.3 .7 3.1 .2 1.0 6.6 6.3 WM WM �� 3t4.0 1.7 1.8 1.6 1.7 1.6 1.5 1.6 1.0 1 �.7 2.3 3.0 5.0 7.3\ �2 1.5 1.3 .9 .6 0.3 EX2 \ 3.8 4.0 2.4 3.1 3.0 3.2 3.2 2. 2.8 1.0 1.3 1 �.9 2.3 2.7 �2 3.9 4.8 6.3 7,.5 4.7 2. 2.2 1.6 1.4 1.2, 0.8 0.9 2.0 2.0 ° 4.0 4.5 5.7 5.6 4. 3.8 2.5 0.9 1.6 {.0 {.2 2.7 3.0 2.7 2.5 4 2 \9 5.1 3.4 2.5 2.2 .,2 2.3 2.1 1.5 6.6 WM [A� \ r p� 1.2 1.4 3.5 4.9 5��4�//7 7 T.4 5.0 9.1 3.1 1.5 1.9 + 2.8 3.6 4.3 3 6 2?6 �.8 ��y9 2.8 3.0 2.2 1.9 2.0 2.5/ 3� 3.6 1.8 T� EX2 0.9 0.9 WM ttq 4_9 4.5 5.1 5.0 4.4 8 3.9 2.6 2.3 2. 2. 2.8 3.3 4.5 \.E 6.6 4.2 2. 1.5 1.3 1.5 2.0 2.1 1.7 1.4, 1.6 2.2 3<8 3.6 1.2 1.4 2.9 3.1 2.7 2.7 2.6 2.5 3.0 .0 2.9 3.1 �.1 .5 3.8 4.5 3.1 \ 8.6 \8-. .9 X3.1 2.0 1.5 1.9 1.5 1.6 1.5 1.3 .5 1.7 2.0 2.1 WM 2.0 2.0 2.1 1.9 1.3 1.9 3.0 �.6 4.1 5.4 6.6 8.0 11:2 12.3 10.0 9.\16.6 4.1 2.6 1.8 1.4 1.5 1.7 2.0/,8 1.2 1.0 �gg 4.0 4.4 2.0 2.._L2_.2 2.3 2.2 1.2 2.2 2.8 _3.2 4.0 4.9 7.0 9.3 9.9 11.7 I1X 8. 6.'4 5.0 3.4 2.3 1.6 1.4 1A 2. i2 2.4 1.5 6.8 O a.. .. iTn�77inv9l / 11 3.9 W) - "` Z':4 2_7 =1.9 3.1 3.0 1.5 3.2 3.4 3.7 4.0 4.6 W-57 .8 9.4 8 5 �.0 9.7 3.6 3.0 2.2 1.7 1.3 1.2 \ .8 X15 3.6 1.6 WM WM �11 ���� EX2 2.5 3.0 2.9 3.8 9/.9 5.0 4.8 4.5 4.8 5.1 5.4 4.8 4.3 4.9 6.8 7.1 5.1 5 1.3 2.4 2.2 1.8 1.4 1.0 1.0 1 9 2 3.5 2.5 1.5 1.9° WM o WM c 4.3 6.9 8.2 8.6 9.9 9.3 8.0 8.0 5.7 4.1 4.1 4.6 4.1 3.1 2.4 1.6 1.5 1.8 X1.8 1.6 1 0.9 0 1.3 1.6 WM w1n 0.8 1.2 2.4 3.8 6.5 10.1 10.6 12.9A2 1.7 10.1:\8.3 \5.1 3.6 `3.2 2.9 2.9 2.1 1.7 1.2 0.8 1.7 2.2 Y.7 0 9 0.6 0.6 T 0.5 0.6 WM W9 4.2 6.8 8.2 8.6 10.0 9.4 7.9 7.8 5.5 3.5 2.7 2.2 1.7 1.9 1.1 0.8 1.0 1�!7® �5 2.2 1.1 0.5 EX2 . 0.5 0.8 2.9 3.7 4.9 4.9 4.7 4.5 4.6 4.8 5.0 4.4 3.4 2.7 1.9 1.3 0.9 0.7 0.6 0.9 3.5 3.6 2.0 0.9 0.9 WM u WM 2.6 2.7 2.9 2.8 1.3 2.8 2.8 2.9 2.8 3.0 2.6 1 1.3 0.8 0.4 0 9/ 0.6 1.2 1.6 1.8 1.8 1.8 1.7 1.8 1.9 2.2 2.1 0.9 1.7 1.9\ 2.0\ 2.2 2.8 3.0 2. \I \16 0.9 0.4 /6.3 6.3 6.5 _ ,..,�.,...,_.,......._,... �.0 1� 3.3 2.8 - �_ 4.0 21.0 6.4 6.2 6.2 0 o i WM TAfj� 1.9 1.7 2:0 2 .2 1.3 1.3 1.9 1.8 2.6, 9. 06EX2 0l o WMIAN a7E4 0 1.2 1.2 1.6 2.3 7 - 1.9 1.3 1.0 0. 4 2.2 . s EX2 M 9 3.8 1.9 0.9 3�7 3.2 W2 v2.0 1T '8 08 0.8'Y 1.1 - -1:8 3.3 C0�.8 3.1 1.6 0.8 0.6 0.9 1.6 1.9 L - l l _ L- - - - - -- EX2 1.7 1.9 1.5 1.1 0.8 0.6 0.5 0.6 0.6 0.7 0.8 1.6 2.6 3.6 2.4 1.9 0.6 0.3 SITE LIGHTING PHOTOMETRIC PLAN 1" =20' UWLR Area Summary Label Parking Area Shown Area Total Watts LPD 30496 1820 0.060 Calculation Summary Label All Calculation Points Shown Parking Area Shown For Additional Lighting Information and Pricing Contact: On -Site Lighting CalcType Units Avg Max Min & Survey, LLCM PH: 763 -684 -1548 Illuminance Fc 3.01 12.9 0.1 Based on the information provided, all dimensions and luminaire locations shown represent recommended positions. The engineer andlor architect must determine applicability of the of the layout to existing or future field oonditions. Illuminance Fc 3.81 12.9 0.4 This lighting pattern represents illumination levels calculated from laboratory data taken under controlled conditions utilizing cunent industry standard lamp ratings in accordance with Illuminating Engineering Society approved methods. Actual perfomlance of any manufacturer's luminaire may vary due to variation in electrical voltage, tolerance in lamps and other variable field conditions. 0) Luminaire Schedule U b m � - O �� �n Symbol Qty Label Arrangement Total Lamp Lumens LLF Description � 06 _ = �� V J 1 A2 BACK -BACK 40000 0.810 Techlight DCMBIEN1- 400 watt PSMH- 25' Square Steel Pole O 1 B1 SINGLE 40000 0.810 Techlight DCMBICNI - 400 watt PSMH - 25' Square Steel Pole 37 WM SINGLE 4100 0.810 Sternberg 790 LB MH 50 Watt Decorative Wall Mount O9 EX1 SINGLE 9500 0.810 Existing Decorative Pole Mounted Lights FIXTURE TYPES A2 & 131 FIXTURE TYPE WM 2 EX2 BACK -BACK 40000 0.810 Existing Pole Mounted Light Fixtures UWLR Area Summary Label Parking Area Shown Area Total Watts LPD 30496 1820 0.060 Calculation Summary Label All Calculation Points Shown Parking Area Shown For Additional Lighting Information and Pricing Contact: On -Site Lighting CalcType Units Avg Max Min & Survey, LLCM PH: 763 -684 -1548 Illuminance Fc 3.01 12.9 0.1 Based on the information provided, all dimensions and luminaire locations shown represent recommended positions. The engineer andlor architect must determine applicability of the of the layout to existing or future field oonditions. Illuminance Fc 3.81 12.9 0.4 This lighting pattern represents illumination levels calculated from laboratory data taken under controlled conditions utilizing cunent industry standard lamp ratings in accordance with Illuminating Engineering Society approved methods. Actual perfomlance of any manufacturer's luminaire may vary due to variation in electrical voltage, tolerance in lamps and other variable field conditions. 0) a U b m � - O �� �n J �< O Z U_ 0200 ^` W o o� � 06 _ = �� V J m I A a O A 1 I I I I 1 I I _ d 0 I o I I I I c 0 I rc _U D_ F- LU 7> 0 F- Z og naa F- Z W 0_ O J LLI LLI Z Q W Z U) 2E 2 Q Project #: 7072214 COMlact #: Issue Date: 07/22/2014 Scale: AS NOTED DrawNChecked: SAS/WRT Sheet #: Rev.# SL1.0 0 D D C B f� in, no n9 n8 n7 n6 n5 n4 n3 n22 n1i z� c O C a u u �C F u m o r N M N � O W u D W LL Z Z Z Q � W F Z = Q (� N = O � W m N O T M M N d' N > W z z O x M oLL a a; =O �zo g�< a a �g ==r m �sHw << E �= =y c13 215' -0" U omw wy$ C >� —c c O O. 1 - " 18' -6" 20' -0" 20' -0" 18' -6" j U 23' -0" 20' -6" 18' -6" 18' -6" 26' -0" 28' -6" 1 r2 K.0 14, -0" 16, -0" 16, -0" 14, -0" 20, -0" 16, -0" 14, -6" 14, -6" 24, —D" 6, —D" 4, —O" 16, -0" 2 —O 2 —O 2 —O 2 —O 2' -6" 1-6 1 ' -6" 2' -6" 2— 2 —O 2 —O 2 —O 2 -0 DN F F F N F RETAINING WALL, - --1 F F = O M SEE CIVIL O O a wl 71 ° ° ° ° ° N I I I I II II I I II V. 'vl. I I II I I I I II II II II II ° m II II II II II II ° II II II II II II 6 1b F_ 170D II II II too © a 00 © II II II II II II wl N II II II II II II 4' -0" x 6' -4" STOOP 0 11 11 11 I I I I I I SERVICE DOORS TYP. I I I I I I DEMISING I I I I I U.N.O. -SLOPE AWAY FROM I I FUTURE DEMISING I I I I `WALL : o rTURE LL BY TENANT : 00 DOOR i/4 " PER FT II BY TENANT II II SPRINKLER RISER W/ I I I I I I MECH. RM.- r Isoe Ison FLOOR DRAIN II II II 1 gp II II II lk0OA1 ` -- IL - -- II _-1 L - -- 138 S.F --JL - -- II c III C L- I� a I� aoW M I I J I i i I i I i i o r OD r � I I \ r❑l FD oD � r❑l �� 1808 o r❑l I oD 1 LEA �� I I 4' -0" x 6' -4" STOOP STOREFRONT DOORS TYP. o — _ _ oC �— - -� — _ - -- - -� SHIPS LADDER n -- - — - -- - -� ° — U.N.O. -SLOPE AWAY FROM o � I N � ROOF HATCH DOOR 114" PER FT N N II II II I II II II 3 L— SUITE 170 I I SUITE 160 I I SUITE 1 SUITE 10 SUITE 13 SUITE 120 SUITE W SUITE 100 170 II 160 II 150 II 140 130 II 120 II 110 II 100 180C O 1400 S.F. I I 1400 S.F. I I 1400 S.F. I I 1392 S.F. 1532 S. F. I I 1295 S. F. I I 1295 S.F. I I 3920 S.F. RETAINING WALL, I I I I I I I I I I I I SEE C114L II II II J ROOF II II II II II II COMMUNICATION PANEL _ a ACCESS II II II : ° II II II ro Fl-95-1 II II II ° 0 o I I I I I I 4• -0" x 22' -4" STOOP ® I I 138 S. F. I I I I I I I I I I I I SERVCE DOORS TYP. I I I I I I U.N.O. -SLOPE AWAY FROM I I I I I I I I I I I I DOOR 114" PER FT I I I I I I ` II II - II II 1708 II II II II II o I Z W o 2 I II II II II II II II II II wl o ,I N II II II ° o m o ° °� II II II tj I II II I I 5' -4" x 4' -0" STOOP I I II I I ° g s 2 g II I I II II I I I I N 0 STOREFRONT DOORS I I I I ¢ S I I I 5' -4" x 4' -0" STOOP ® STOREFRONT TYP U.N.O. -SLOPE DOORS TYP. U.N.O.-SLOPE AWAY FROM I I AWAY FROM DO o o O/ER P FT o ° I I 1/4" PER FT II I II I II I II I II I I O 0 O o O a O RE o ° O O O oDEPT. `I � ON LOCK BOX L L__ L__ L__ SIAMESE L__ L__. L__-1 CONNECTIO 4' -0" 14' -0" 4' -0" 16' -0" 4' -0" 16' -0" 4' -0" 14' -0" 4' -0" 4' -0" 16' -0" 4' -0" 14' -6" 4' -0" 14' -6" 4' -0" 30' -0" 4' -0" 20' -0" ON RETAINING WALL, SEE CIVIL A2.0 1 FLOOR PLAN A1.0 I/8" 1'-0" z� c O C a u u �C F u m o r N M N � O W u D W LL Z Z Z Q � W F Z = Q (� N = O � W m N O T M M N d' N > W z z O x M C; 0,12E �z9 �o 8 C1o�fi N U 5�5�� w ��z Oz *r 25:rno°z1o5� gv X'�°1 08� BE aQ �?3 L E oLL a a; =O �zo g�< a a �g ==r m �sHw << E �= =y c13 U omw wy$ C >� —c c C; 0,12E �z9 �o 8 C1o�fi N U 5�5�� w ��z Oz *r 25:rno°z1o5� gv X'�°1 08� BE aQ �?3 L E REVISIONS City Submittal 7.21.2014 A A A A A A A A A A A A FLOOR PLAN ❑PRELIMINARY /NOT FOR DATE X CONSTRUCTION 18 JULY 2014 PERMR /BID SET CONSTRUCTION SET A100 AS -BUILT SET PROJECT NO. NOT TO SCALE 13133 e m C c O O. C O j U REVISIONS City Submittal 7.21.2014 A A A A A A A A A A A A FLOOR PLAN ❑PRELIMINARY /NOT FOR DATE X CONSTRUCTION 18 JULY 2014 PERMR /BID SET CONSTRUCTION SET A100 AS -BUILT SET PROJECT NO. NOT TO SCALE 13133 z 6 z 0 oU Q I I w z �W w zz 11 10 9 8 5 4 3 2 1 w ww D E H C F D B H A C H A F J D F B G E H 0 0 I I I I I I I I I �u > zou m L w SIG 16 G z o d _ m 0 Fz =NWOb wwg2 v O N & UOOp L � EAST ELEVATION a Z W Na=;ai= E 0 0 �� y <wpw y FZ.M1 N NUL xz €z �aV m 0 6 7 I I 1 2 3 4 5 8 9 10 11 IGNA6 ICNAG it AL - CNAGE — _ - - -� - -- —_ _ - - -- =— — - - - -- — - -- a• 7 cd _ m - 2 WEST ELEVATION m co o TO. HIGH MTL. ROOF m ^ ^ c B G ELEV = 145' -10' C (B 0) t O � C a cd o U • • . j REVISIONS City Submittal 7.21.2014 A rEr-�s I/� /±C =1_ TO. MTL. ROOF Q F � SIGNACE �s ELEV = 127'-4" TO. PARAPET _= Q ELEV = 119' -0- Q 8 TO. BRICK ELEV A -- - "i A T.O. STONE - A i... III. -. x,� I FLOOR LEVEL PRELIMINARY ELEV = 100' -0- ELEVATIONS �1 NORTH ELEVATION KEY NOTES �1 SOUTH ELEVATION CONSTRUCTION 18 JULY 2014 OT FOR DATE �8" = 1' -0° �A BRICK � PREFIN. METAL TRIM © CULTURED STONE A2.0 OB1:1 PERMIT /BID SEf DECORATIVE C.M.U. OE PREFIN. STANDING SEAM MTL. ROOF OH CLEAR ANOD. ALUM. SUN SHADES 1:1 CONSTRUCTION SEi A2.0 © EI.F.S. OF GLASS /ALUM STOREFRONT O DECORATIVE WALL SCONCE AS —BUILT SET NOTE., SEE CIVIL PLANS FOR INFORMATION REGARDING GRADE CHANGES ALONG EAST & WEST SIDE OF BUILDING PROJECT NO. ❑ NOT TO SCALE 13133