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CAS-22_LIFETIME FITNESS CENTER (2)IFE TIME FITNESS FA CILITY 111' 710 Nd CHANHASSIE . MN STATE HIGHWAY NO. 5 ON APRL 20114 Ild#it g ...... UAI I I I I I I 17 111111 m H INI-M I I I 1 111111111 PROJECT LOCATION U I I I I I I I Lake ake 31 Minnewo'shta OFFICE JILDING 2 Joa OFFICE BUILDING 1 d t. W % C= v 4 r Atoretum Wvili PHASE L PHASE TWO I I z U I PHASE TWO ENE THZE Z� r z P—L— L_ -4—L — — — '04 I - I PHASE THREE 14ASE ONE < �p "Ot irk _Kf LOCATION M N.T.8 jr— LIFETIME C7 �_O_ C= C: C SHEET INDEX NO. C-1 COVER SHEET 1/13 01 r__ - C-2 EXISTING CONDITIONS SURVEY 2/13 \-.J 11111 1 E 0 CD U I Ln C-3 SITE PLAN 3/13 CD C-4 GRADING & EROSION (79.NTROL 4/13 C -4A GRADING PLAN - C) - -- - -- EARTHWORK INFORMATION 5/13 NORTH OD N.T.S. C-5 UTILITY PLAN 6/13 C C-6 LANDSCAPE PLAN 7/13 C-7 PHOTOMETRIC PLAN 8/13 - Z3 5 C-8 MONUMENT SIGN DETAILS 9 / 1 %-.Zj 0 U "Zir A-1 FIRST FLOOR PLANS 10/13 It C) A-2 SECOND FLOOR PLANS# 11/13 - L I n A-3 FITNESS CENTER ELEVAIIONS 12/13 C: C5 A-4 OFFICE BUILDING ELEVATIONS 13/13 C1 1� DEVELOPER ENGINEER LANDSCAPE ARCHITECT C LIFETIME FITNESS INC. CLARK WICKLUND, PE MARK KRONBECK, ASLA 6442 CITY WEST PARK"IVAY ALLIANT ENGINEERING, INC. ALLIANT ENGINEERING, INC. C C d SUITE 100 233 PARK AVENUE SOUTH 233 PARK AVENUE SOUTH U C EDEN PRAIRIE, MN 55344 SUITE 200 SUITE 200 PH 952-947-0000 MINNEAPOLIS, MN 55415 MINNEAPOLIS, MN 55415 CD FX 952-947-0797 PH 612-758-3080 PH 612-758-3080 CD �Po FX 612-758-3099 FX 612-758-3099 Ln L _j 1� 4-> 1 hereby certify that this plan, specification or REVISIONS C LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS d report was prerared �y me or under my direct DRAWN BY DE supervision and that I am a duly registered ALLIANT under the I of the d ENGINEER STATE HIGHWAYS 41 & 5 CHECKED BY CW, 1� ENGINEERING State of MIqNESOTA ME CHANHASSEN, MINNESOTA CHANHASSEI Ty 0 IV I N C 0 R P 0 R A T E D 7 Cl FIECE ED DATE ISSUED 6-18-04 233 PARK AVENUE SOUTH JUN 1 8 2004 d SUITE 200 MINNEAPOLIS, MN 55415 6442 CITY WEST PARKWAY SCALE 1"=60' C R612�758-3080 Sig ure EDEN PRAIRIE, MN 55344 CHANHASSEN PLANNING DEPT 1 2 758-3099 FAX PHONE: (612) 947-0000 :?: Date Registration Number FAX: (952) 946-9794 COVER SHEET JOB NO. 04044 SHEET 1 OF 13 d 11 V_�87.& ___0U_ RIM INV (3 0 LD Z- -, 0 C-4 In 60 0 W Z _J I i--,, U) L3 w LD 0 Z 1 3: L3 W < LD L9 I.. �, ivi mN 14 It-% uL-r /-\I\ I ivi r_iv i OF TRANSPORTATION RIGHT 04 OF WAY PLAT NO -,,10-06 ------- AND PER DOC. NO.S T1151M,,& T112494 "C!p 1�1 C�5 STATE HIGHWAY NO. 5 �74 =UE _=7=12E UE_ 9A-G� -LEM N U E== ou­4 1 0 WETLAND C �9E ---------- 7� DELINEATED BY ALLIANT ENGNEERIN4, INC. ZS RIM=981.7 ;ON APRIL 30, 2004 ;01 . . . . . . . . . . . . . . . . . . . . INV=979 1-01 2 12" P LO > �Q ---I 9 2.64 If It cd 1.64 0) RIM=969.40 /I �-962 65�(S) N 962.68(E) 12. PVC 9 19 IZ` 0 0 0 INV= 961.05(N) 0 t 0 co, lu 0 INZ960.80 961,1q( 16C., a U 0 0 RIM -973 60 o_ CN INV -959 95(1` 59:49(', (C) > �b V� I S > 0) TERM - 0 1 4 1 1 A 36" RCP>/ >> Rk�=975.99 AV -964 99(W) 964.98(E) C) �Q A VAULT 1> RI r 10) 111 V=?59. G) 161 12_ FV - - - - - - - - - - '10) 0 Z CID Itl V Lo /(0/ 1 0 C7) Co � / I cc I -q- Co 0) If It Z) CIV 0) 00 f 00 OCI N CO LO 0L 0) 10) cl\ 0 do (5) 0 1 _% LQ L Q0 0) Co 0) C-41 % lb LrY — t— — — L3 Ln 0 C5 0 t Z — — — -- — — — — — — — — — — — — — — — — 982-, — N C V1 Ln — — — — — — — — — -- — — — — —9,92— d -- — — — — — — — — — — — 9 1 1 101 4� VAULT -C C\J' — — — — — — — — — — — — — — — — -- — — — — — -- — — — — — -986— C L CP — — — — — — — — — — 992-- -994-- ED Ln Ln N89`2_9 _20`*W_9_9F8._52 — — — — — — — — — — — — — — — — — — — 0J C v, Z_ _P -992-- 994-- M C d d C3 C6:1 1 r ALLIANT ENGINEERING I N C 0 R P 0 R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MIN 55415 612�758-3080 612 758-3099 FAX I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered LAND SURVEYOR under the laws of the State of MINNESOTA Signature Date Registration Number 6442 CITY WEST PARKWAY EDEN PRAIRIE, MIN 553" PHONE: (612) 947-0000 FAX: (952) 946-9794 LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS STATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA EXISTING CONDITIONS SURVEY REVISIONS CERT'IFICATION I hereby certify to Life Time Fitness, Inc., a Minnesota corporation, and First American Title Insurance Company that this map or plat and the survey on which it is based for the property described as: Outlot A, ARBORETUM BUSINESS PARK 4TH ADDITION, according to the recorded plot thereof, Carver County, Minnesota. is based upon information found in the commitment for title insurance prepared by First American Title Insurance Company, file no. NCS-83536-MPLS, dated March 9, 2004 and were made in accordance with the "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys" jointly established and adopted by ALTA, ACSM and NSPS in 1999, and includes Items 1-6, 7(a) and 8-11 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, and ACSM and in effect on the date of this certification, undersigned further certifies that proper field procedures, instrumentation, and adequate survey personnel were employed in order to achieve results comparable to those outlined in the "Minimum Angle, Distance, and Closure Requirements for Survey Meosurements Which Control Boundaries for ALTA/ACSM Land Title Surveys." Dennis B. Olmstead, Professional Land Surveyor Minnesota License No. 18425 Date: — - - - - - — - - - - - — - - - - - — - - - - -- Notes: 1. The locations of underground utilities are depicted based on available maps, records and field locations and may not be exact. Verify critical utilities prior to construction or design. 2. The basis of bearings is assumed. 3. All distances are in feet. 4. The area of the above described property is 966,328 square feet or 22.184 acres. 5. The site is undeveloped and has no improved buildings or striped parking areas. 6. The property lies in flood hazard zone C (areas of minimal flooding) according to the Federal Emergency Management Agency Flood Insurance Rate Map Community Panel No. 270051 0005 B, dated July 02, 1979. 7. Item No. 11 and 12 refer to Interim use permit and Wetland alteration permit per document nos. T98259 and T98260 which appear to affect the above described property. 8. Item No. 13 refers to Arboretum Business Park Development Contract per document nos. T98262, T100332, T102658, T123316, T140561 and T142928 which appear to affect the above described property. 9. Item No. 14 refers to Arboretum Business Park 4th Development Contract per document nos. T128490 which appears to affect the above described property. 10. Item No. 15 refers to a temporary public street easement per document No. T128492 and is depicted on the survey. 11. Item No. 16 in the commitment affects the above described property. The and utility et appears to only affect the lots and not the Outlot A in ARBORETUM BUSINESS PARK 4TH ADDITION, however we cannot state for certain since the exhibits describing their location were not included in ;the title information. 12. Item Nos. 17 and 18 refer to temporary easements which appear to have expired. LEGAL DESCRIPTION Outlot A, ARBORETUM BUSINESS PARK 4TH ADDITION, Carver County, Minnesota. BENCHMARKS: (1) Double -spike in second power pole north of northerly property line and west of easterly property line. Elevation = 980.74 NAVD 88 (2) Top of top nut of fire hydrant at Corporate Lane cul-de-sac. Elevation = 979.68 feet NAVD 88 (3) Concrete base of light pole in parking lot. Elevation = 1003.33 feet NAVD 88 LEGEND 0 FOUND IRON PIPE — E — UNDERGROUND ELECTRIC 0 SET IRON PIPE _0E— OVERHEAD ELECTRIC HYDRANT — G GAS SANITARY SEWER MANHOLE —i�i CONTROLLED ACCESS UPOWERPOLE —>> STORM SEWER Z WATER VALVE — I WATERMAIN HAND HOLE — I>— SANITARY SEWER STORM SEWER MANHOLE — T — UNDERGROUND TELEPHONE -og TRAFFIC LIGHT A LIGHT POLE 0 BORING [I CATCH BASIN 7m%=m:m7 01 40' 80, 120' 'SCALE IN FEET Uslaid 0 DRAWN BY CHECKED BY DATE ISSUED SCALE JOB NO. DE CW 6-18-04 1 "=40' 04044 C11111112 SHEET 2 OF 13 SITE PLAN NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR CONCRETE STOOPS REFER TO WETLAND STATE HIGHWAY NO. 5 ADJACENT TO PROPOSED BUILDING. DELINEATION REPORT 2. CONTINUOUS CONCRETE CURB & GUTTER WHICH CHANGES TYPE SHALL HAVE A FIVE FOOT TRANSITION. WETLAND 3. ALL EXISTING CURB CUTS TO BE REPLACED WITH CONCRETE DELINEATED BY ALLIANT ENGINEERING, INC N87'30'29"E 682.07_ ON APRIL 30, 2004 PROPERTY CURB AND GUTTER EQUIVALENT TO THAT MICH CURRENTLY EXISTS. N88*41'05"E 393.36 LINE 4. STRIPING SHALL BE 4 INCH WHITE PAINT. Ui LTF MONUMENT 5. ALL WORK WITHIN THE R.O.W. STALL COMPLY NTH THE SIGN (SEE SHEET C-7) CITY OF CHANHASSEN ENGINEERING DESIGN STANDARDS. 6. ALL CURB AND GUTTER TO BE CONCRETE B612 CURB UNLESS z 91 NOTED OTHERWISE. PER CITY STANDARDS. 50- PARKING SETBACK 91 7. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES, SUCH AS EXISTIN TER GRADES AT THE PROPOSED DRIVEWAYS, PRIOR TO THE START (TYP.) 70 qUILDI SELBACK — GUT OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE MODULAR BLOCK I 9. 9, RETAINING WALL ENGINEER OF ANY DISCREPANCIES OF VARIATIONS FROM THE PLANS. - 12' 8. REFER TO PHOTOMETRIC PLAN FOR LOCATIONS, TYF .5 tG —1 FOOTCANDLE PRINT OUT AND SPECIFICATIONS. X III j_L._L&qI[ I I I I I I I I I F- 9. ALL RETAINING WALLS TO BE MODULAR BLOCK. I -LA-]-LLJ ^C4 i -t— 1 0 ho flT 170 SF in/� 3 LLjj WALL SIGN 10. CONSTRUCT PEDESTRIAN RAMPS AT ALL SIDEWALK/BITUMINOUS UNDERGROUND m: 170 SF PARKING ic, INTERFACE LOCATIONS. WALL SIGN ENTRANCE N 1. FINAL PLAT APPROVAL MUST BE OBTAINED PRIOR TO ISSUANCE OF ANY CONSTRUC11ON PERMITS. OFFICE BUILDING 2 X: (L ALL BUILDINGS TO BE FULLY SPRINKLERED. f 8 < -to .5: CL 26' OFFICE BUILDING 1 174 --4 100,000 SIF 5.5 ou 100,000 SF 7 -4; PHASING NOTES: TRAFFIC 4 5' CONCRETE 00 170 SF DIRECTIONAL - PHASE WORK TO CONSIST OF MASS GRADING AND EROSION CONTROL 4 SIDEWALK ARROWS i - -StnN MEASURES FOR THE ENTIRE PROJECT SITE, CONSTRUCTION OF LIFETIME WALL 170 S Pill WALL SIGN < FITNESS HEALTH CLUB, APPROXIMATELY 660 ASSOCIATED PARKING 10 51ALLS, TEMPORARY PRESALES AREA, CLUB UTILITIES AND WATER MAIN (A LOOP, PHASE ONE STORM SEWER, ASSOCIATED LIGHT FIXTURES, ��T -I4FT-FT-F-T F- F MONUMENTS SIGNS, HIGHWAY 41 AND PHASE ONE LANDSCAPING AS 8 DLPICTED ON LANDSCAPE PLAN. SEE SITE PLAN FOR PHASE ONE 61 61 61 DELINEATIONS. 6- N 8' 8' GRADES SURROUNDING FUTURE OFFICE BUILDINGS TO BE HELD DOWN C", 0 CONSTRUCT LIGHTING FIXTURES ISLE FOR (EHICLE -,D F-24' WDE BITUMINOUS DF��rE TO ACCOUNT FOR FUTURE BUILDING EXCAVATION SPOILS. ON PHASE LIMITS LINE DURING C4 IR An N DURING PI[lASE 1. TO BE STRIPED 9. PHASE 1 C 0 CU G I FUTI PHASES. 0 F, F8 26' 94' F R PLARKOIN N 7-11 -119 1. - - 94' 26' 18 12' PHASE WORK TO CONSIST OF EXCAVATION OF UNDERGROUND VIL, LO 3: C4 PARKING/BUILDING FOOTPRINT AREA AND CONSTRUCTION OF BUILDING 1 24' WIDE BITUMINOUS DRIVE� I( WITH ASSOCIATED PARKING FIELDS, NECESS/i UTILITY EXTENSIONS, 10, — GG 124 K) ISLE FOR VEHICLE @ r) 1. 1 a,_ 1 jACENT LANDSCAPING AND LIGHTING. REFER TO PHASE TWO CIRCULATION DURING PHASE 1. DEILINEATION LIMITS ON SITE PLAN. -0 TO BE STRIPED --OR L- 0 --4 PARKING IN FUTURE PHASES. I 4 , .............. ........................ ................. E ..... —:P7HASE THREE .. ....................... . ...... ------ ROUND PHASE WORK TO CONSIST OF EXCAVATION OF UNDERGROUND I — —1 PHASSETWO I 0 UNDERG I. ............. ................................................ ....... Y A KING/BUILDING FOOTPRINT AREA AND CONSTRUCTION OF BUILDING 2 ........................ ......... .. RE* 71 - PARKING z PAFr\ .. ........................... ............. ............... ....... ...................... ENTRANCE ...................... ............... ......... ........ ............ ....... ................ .... ....... ... ....... ................ ........ ADJACENT LANDSCAPING AND LIGHTING. REFER TO PHASE THREE ................. .......... ....... ......... ................... . ....... .. ............ ......... .................... ... E�] DELINEATION LIMITS ON SITE PLAN. ................................ ................. ....................... ....................... ...... --PHASE ''a .......... ........................ ........................... 0 .................... .................. .... WITH ASSOCIATED PARKING FIELDS, NECESSARY UTILITY EXTENSIONS. .................................. ........................ ............... ....... ................ ............. ........ ...... ............ . ......... ......... ....... jj� I DID �5101 ID ID 'D n 'D o 'D '1�, I/ x PROPERTY 13' 19, 5' CONIC. PHASE 1 03 LINE SIDEWALK (TYP.) PARKING LIMITS CONSTRUCT CENTER ISLAND LEGAL DESCRIPTION: 4' WHITE `7 *09' 5 TUM BUSINESS PARK 4TH ADDITION, CARVER STRIPING PHASE TWO 6 9, TIE INTO OUTLOT A. ARBORE -�Z '� SID COUNTY, MINNESOTA. :Z-(TYP-) 1��IN EWALII 1,141 1 1 1 E ONE 16' PRESALE 0 ir x ACCESS 258 - PHASE THREIE to POINT — — — — — — — — — - 3: ii3O - X� X cztD C±D HASE ONEIIIII' oil SITE LEGEND: rp LANDSCAPED 10 TEMPOI MATCH - 10 C*4 00 - E> PARKING ISLAND (TYP.) E> PRESALE I ICE EXISTING 0 B612 CURB AND GUTTER TRAILER b r, 1] 0 S89*2i PHASE LIMITS A 10.35 6 6 TRAFFIC FLOW (6-) (6) (-6-) Is n6 n6 6 6 6 6 6 6 1 Lil — LIGHT 1 -1 LIGHT FIXTURE IIII- FIXTURE TEMPOR ARY 1%d * 74'± lam 26' 16' IF -- I CHAIN:::UNK CONSTRUCT & WALL MOUNTED LIGHT FIXTURE 26- 18' 5 26' 5 18' 26' FENCE--LTF--�-� 9. CURB & GUTTER MONUMENT AT EXISTING V) SIGN (SEE— CUL-DE-SAC TO EXISTING PROPERTY LINE SHEET C-7 MATCH EXISTING 171 GRADES CONCRETE PAVEMENT Q'i STRIPE & TEMPORARY PRESALE AREA <�] 4 WHITE <:1 CONSTRUCTION 5' CONCRETE N MARK ADA 1D TRAFFIC c:> SIDEWALK (TYP.) PARKING (TYP.) E> 9. STRIPING (TYP.) DIRECT10NAL ACCESS POINT r/M/o/ bj ARROWS 24' BITUMINOUS DRIVE ISLE C-4 4. f CIII 0 on MODULAR BLOCK� C) Cl) riell 1 �- -1 1 1 1 1 1 1 1 1.�, "', I I I I I I I I I i I I - 1 -4 ! �1 - — < I I I I I I I I El=&\l RETAINING WALL CD io z ORNAMENTAL Uj '01 Lj ILI) W — FENCE 01 z CONCRETE PAVEMENT & 70 SIF -\ING FOR MOTORCYCLE 0 E: <1 D WALL SIGN C5 (1- M REFER TO PARKING -0 ARCHITECTURALS OR @ POOL AREA SITE DATA: PROPERTY 33,000 SIF LINE ZONING C:) PUD LIGHT INDUSTRIAL I -^'RK C-) cu . LIGHT FIXTURE (TYP.) WALL MOUNTED Cd IFE IME co BUILDINGS GREEN SPACE (ACRES) 0 0 03 AREAS: REQUIRED 30.0% (0 FITNESS CENTER 108,900 SIF C zo POOL ENCLOSURE AREA 33,000 SF PROPOSED (6.71/22.182) 30.2% 108,900 SF OFFICE BUILDING 1 100,000 SIF 00 D E OFFICE BUILDING 2 100,000 S PARKING DATA TOTAL 341,900 SF REQUIRED: LIGHT 4� FIXTURE BUILDING HEIGHT: PERMITTE PROPOSE FITNESS CENTER: 20 + 108,900/500 (BLDG) + 26- U-) 79'± -�18' 26' 18' 26- 18, 18, 18- 26- 18' 5; 18, 356' 1 FITNESS CENTER 40 LF 33 LF 33,000/500 (POOL) 18' 20 + 218 + 66 304 SPACES CD 3: 120 SF OFFICE BUILDING 1 40 LF 40 LF 144- 80, 12' 5' 26' Ill- 2 WALL SIGN - OFFICE BUILDING: 1� C\j REFER TO OFFICE BUILDING 2 40 LF 40 LF 5/1,000 FOR 1st 50,000 SF 4� Ln ARCHITECTURALS B STRO 4/1,000 FOR 2nd 50,000 SIF -9- 11 KC -7 — , ll� A N 1-4% LOT AREA 3/1,000 THEREAFTER 750 SPACES TOT bi 1. 1 . :1 1 -1 GROSS AREA 22.182 ACRES TOTAL REQ'D 1,054 SPACES C5 0 11 1 1 �1, LOT C1 z I 7--� T; IrOTT '00 MODULAR BLOCK BUILDABLE AREA 18.832 ACRES PROPOSED PARKING: C= I ANDRICAPING RETAINING WALL STANDARD SPACES 1,103 SPACES IIDSCAPED b LOADI� G TRASH TRI- FLOOR AREA RATIO HANDICAP SPACES 22 SPACES* RKING ISLAND TRAFFIC AREA Ln ECTIONN flo DOCK ENCLOSURE TRANSFORMER (TYP.) i (A �L UNDERGROUND SPACES 100 SPACES d ARROWS IN (7.849/22.182) 35.38% E> TOTAL PROPOSED 1,225 SPACES d SIGNAGE DATA PHASE 1 PARKING 661 SPACES -C U MONUMENT SIGNAGE: PERMITTE PROPOSE 'j- 0 MONUMENT SIGNS 2 2 ADA MINIMUM REQUIREMENTS = 20 LO if C -D PROPERTY LO MONUMENT SIGN AREA 160 SF 160 SF ACCESSIBLE SPACES FOR A PARKING LOT WITH ,;I- i 1,000 SPACES + 1 HC STALL FOR EVERY 100 CD SPACES OVER 1,000 22 HC STALLS. VL GROUND UNDER t [PARKING ENTR.CE T10 a- gl 26- nr-r-Ir r Cq E 1( 1 RT 4SIDEIZ Ln — — — — — — ILRMITTED PROPOSE WALL SIGNAGE (PER SI —r Ln N89*29'28"W 998.52 LIFETIME FITNESS 240 SF 170 SIF Qj 4� OFFICE BUILDING 1 240 SF 170 SIF 01 40' 80, 120' OFFICE BUILDING 2 240 SIF 170 SF SCALE IN FEET NORTH cl- I hereby certify that this plan, specification or REVISIONS C LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS DRAWN BY DE d report was prepared by me or under my direct ALLIANT supervision and that I am a duly registered ENGINEER under the laws of the STATE HIGHWAYS 41 & 5 CHECKED BY CW State of MINNESOTA ENGINEERING I IP TIME CHANHASSEN, MINNESOTA I N C 0 R P 0 R A T E D DATE ISSUED 6-18-04 233 PARK AVENUE SOUTH — SUITE 200 C MINNEAPOLIS, MIN 55415 6"? CITY WEST PARKWAY SCALE 1 "=40' 0) 612)758-3080 Signature EDEN PRAIRIE, MIN 553" M2)758-3099 FAX PHONE: (612) 947-0000 SITE PLAN JOB NO. 04044 SHEET 3 OF 13 C5 Date Registration Number FAX: (952) 946-9794 I 4 0 WETLAND DELINEATED BY ALLIANT ENGINEERINt, INC. ON APRIL 30, 2004 SILT FENCE . . . .... . ...... 17 _Cd r 5U W�FILAND ��994 _D k SE K 994.3 I IL LL Al 995.5 95.6 995.0 995.8 995.1 - .7- F 995.3 .2 - -OFFICE BUILDING 2 0 995. FFE 996.0 --995.4 1�1_ GFE 986.0 INLET PROTEC 994.5 Z_ (TYP.) __99 995.ON\ -9956 �995.`T 995.0 DID 34.5 CS < LL! 994.0 993.5 C, RIM 9 .0 1 14 !394.5 0 99-4.2 Ld z :3 Li OD V 995.5 -9,95.0 C40 0 It 0 C), CDO I RIM 01 00 2. 994.5 0 M 1 994.0 1 � z -990.7 BID < DID 91.5 991. j I , LLJ _:;� _7 < 0 N C: 0) V) U) C5 c- c d C_ U CD 114 - CD 1� Ln V) 0) C +1 Em C d q Ll ALLIANT ENGINEERING I N C 0 R P 0 R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS. MIN 55415 612)758-3080 612)758-3099 FAX I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered ENGINEER umder the laws of the State of MINNESOTA Signature Date Registration Number C5 914- PROPOSED 2' CONTOUR 0-i TOP OF CURB L Ri 0) TOP OF WALL C.3 AND SEDIMENT PROPOSED CATCH BASIN C-) DRAINAGE DIVIDE FFE CONTROL GFE CD 4� 3:L_T FENCE MAINTENANCE INLET PROTECTION 0i EMERGENCY FLOOD ROUTING PROGRAM C STATE HIGHWAY NO. C: 0) V) U) C5 c- c d C_ U CD 114 - CD 1� Ln V) 0) C +1 Em C d q Ll ALLIANT ENGINEERING I N C 0 R P 0 R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS. MIN 55415 612)758-3080 612)758-3099 FAX I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered ENGINEER umder the laws of the State of MINNESOTA Signature Date Registration Number EXISTING 2' CONTOUR 914- PROPOSED 2' CONTOUR d TOP OF CURB L FLOW LINE 0) TOP OF WALL EROSION AND SEDIMENT PROPOSED CATCH BASIN C-) DRAINAGE DIVIDE FFE CONTROL GFE GARAGE FLOOR ELEVATION 4� 3:L_T FENCE MAINTENANCE INLET PROTECTION DRAINAGE ARROW EMERGENCY FLOOD ROUTING PROGRAM C: 0) V) U) C5 c- c d C_ U CD 114 - CD 1� Ln V) 0) C +1 Em C d q Ll ALLIANT ENGINEERING I N C 0 R P 0 R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS. MIN 55415 612)758-3080 612)758-3099 FAX I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered ENGINEER umder the laws of the State of MINNESOTA Signature Date Registration Number 6442 CITY WEST PARKWAY EDEN PRAIRIE, MIN 553" PHONE: (612) 947-0000 FAX: (952) 946-9794 994- I SIL -FENC - - - - - -- - - - - - - - - - - -- - - - 994---� LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS STATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA GRADING & EROSION CONTROL PLAN BENCHMARKS: (1) Double­'-nike in second power pole north of northerly property line and west of easterly property line. Elevation = 980.74 NAVID 88 (2) Top of top .-,ut of fire hydrant at Corporate Lane cul-de-sac. Elevation = 979.68 feet NAVD 88 (3) Concrete base of light pole in parking lot. Elevation = 1003.33 feet NAVD 88 LEGEND: EXISTING 2' CONTOUR 914- PROPOSED 2' CONTOUR 985.0 TOP OF CURB ,--�9_84.5 FLOW LINE TOW 970 TOP OF WALL EROSION AND SEDIMENT PROPOSED CATCH BASIN DRAINAGE DIVIDE FFE CONTROL GFE GARAGE FLOOR ELEVATION 3:L_T FENCE MAINTENANCE INLET PROTECTION DRAINAGE ARROW EMERGENCY FLOOD ROUTING PROGRAM STATE HIGHWAY NO. 1 . INSPECT SILT FENCES IMMEDIATELY AFTER EACH RAINFALL AND AND AT LEAST DAILY BM 1 DURING PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING SILT FENCE. 7 ILT S FENCE 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. n_ 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE 9 76 HEIGHT OF THE BARRIER. ------ 0- ..... .......... ....... .... .... 1113 JL'_�'q 78 TOW 980 4. ANY SE01MENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO �982 980 BOW 976 LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING GRADE, PREPARED, \984 986 ------------- ... ...... TOW 982 AND SEFIDED WITH THE APPROPRIATE SEED MIX, AS DIRECTED BY THE ENGINEER. 177 -976 � '9198- BOW 5. REMOVAL 07 SILT FENCE - SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED 995.0 994.5 90\ THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPWARD SLOPING AREA HAS BEEN PERMANENTLY STABILIZED. IF THE UPWARD SLOPING AREA IS TO BE EXPOSED LONGER THAN SIX (6) MONTHS, THAT AREA SHALL BE COVERED WITH TEMPORARY VEGETATION RIM 'RIM WHEN FIRST EXPOSED. RIM La 984.0 9 �.4 993.5 __10 TOW 985 6. STREET SWEEPING SHALL BE PERFORMED IF SEDIMENT COLLECTS ON STREETS. BOW 972 7. APPLY PERMANENT SEED MIX TO ALL ROUGH GRADED AREAS. EROSKM CONTROL SCHEDULE E-1-1 I 995.0 1. EROSION CONTROLS SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF GRADING 994.5 OPERATIONS & BE MAINTAINED THROUGHOUT THE CONSTRUCT10N PERIOD. 0 M -SILT FENCE 2. IMMEDIKIELY FOLLOWING GRADING OF SIDE SLOPES, WOOD FIBER BLANKET (OR OTHER SLOPE STABILIZING METHOD APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4" TOPSOIL. SLOPES GREATER THAN 3:1 SHALL -OFFICE -SUL-DING 1 BE _O,- ­`D t3Y WOOD FIBER BLANKET. FIFE 987.0 3. ALL ERC,310N CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED IN GOOD CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN RE -VEGETATED. RIM RIM GFE 977.0 CONTRACTOR MAY REMOVE NECESSARY SILT FENCING/FILTERS TO CONSTRUCT ROADWAYS, 11 989.3 985.5 WHILE MAINTAINING ADEQUATE EROSION CONTROL IN ADJACENT AREA. 994.5 994.6 994. 9 .1 98 1 1 4. SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT 1 OF 4* Of: TOPSOIL FOR DISTURBED AREAS TO BE RE -VEGETATED. 986.7 5. THE CGN�74*.CTOR SHALL SCHEDULE SITE GRADING, UTILITY INSTALLATION AND ROADWAY I TOW 981.8 OW 9 18 CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE -SEEDED SOON T - - - - - - . . . . . . . . . . . . . 13OW 972.0 B 0 �W987 - 0 AFTER DjISTURBANCE. AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC SHALL B' SEEDED AND MULCHED OR SODDED WITHIN TWO (2) WEEKS OF BEING DISTURBED. I C�v 9, 6.5 6. THE GRASSES UTILIZED IN THE SEED AND SOD AREAS SHALL BE OF A SHADE TOLERANT V, TYPE APPkOVED BY THE MINNESOTA DEPARTMENT OF TRANSPORTATION. 7. FOLLOWING CONSTRUCTION OF CATCH BASINS, INLET PROTECTION AND SILT FENCE SHALL BE PLACED 'dHERE SHOWN TO LIMIT SILTATION LEADING TO THE SEDIMENT PONDS. THESE 8 47,' MEASURE.r Sn''i . %LL REMAIN IN PLACE UNTIL PLACEMENT OF BITUMINOUS COURSE. THE TOW M_ CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL SEDIMENT AND DEBRIS BOW 972 ENTERINW' THE STORM SEWER UPON COMPLETION OF THE PROJECT. 9 7/7.5 1 977 977.0 1 977/.2 1 GRADING NOTES TOW 978 IN �N' r�BOW 976 1 . THE CONTRACTOR SHALL KEEP ADJACENT ROADWAY FREE OF DEBRIS AND PREVENT OFF SITE TRACKING OF SOIL INLET RI 2. SURVEYOR TO VERIFY BENCHMARK ELEVATION PRIOR TO START OF CONSTRUCTION. FKU I EC (TYP.) 97 5 9 .0 --`97 97 0) 3. NOTIFY GOPHER STATE ONE CALL 48 HOURS PRIOR TO START OF CONSTRUCTION. 4. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL RIM RIM 989.6 988.0 988.5 5. RETANIVO WALL TO BE MODULAR BLOCK. > RIM 6. STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE. 9 ;9.0 989.5 9 . 7. REFER 10 S'TE DESIGN CRITERIA SECTION OF PROJECT MANUAL W 988.5 R11 FOR ADDITI&AL REQUIREMENTS. r - - - - - - DD-- 985.0- . ... . . . . . . D[ EXIS 977.3 8. ACCESSIP;E PARKING SPACES, NOT TO EXCEED 2% SLOPE IN ANY DIRECTION. C� 9. ALL CURB RIM 0 ACCESSIBLE PARKING SPACES TO BE DEPRESSED W/ 5 TAPER ON 985 BM 2 EACH SFT. 9 RIM 110. ADDITIO�.AL SILT FENCE MAY BE REQUIRED DURING CONSTRUcrrON ON REQUEST 9 988.0 -972- BY ENGINEER OR CITY STAFF. RIM 988.5 - ROCK 11. ADDITIONAL EROSION CONTROL MAY BE REQUIRED AS DIRECTED BY THE DISTRICT INSPECT�'R OR DISTRICT ENGINEER. CONSTRUCTION ENTRANCE 12. ALL DISTURBED AREAS SHALL BE VEGETATED WITHIN FOURTEEN (14) DAYS OF FINAL GRADING. I -ff> MAINTAIN FLOW THROUGH EXISTING SWALE DURING AND AFTER CONSTRUCTION. 6442 CITY WEST PARKWAY EDEN PRAIRIE, MIN 553" PHONE: (612) 947-0000 FAX: (952) 946-9794 994- I SIL -FENC - - - - - -- - - - - - - - - - - -- - - - 994---� LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS STATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA GRADING & EROSION CONTROL PLAN BENCHMARKS: (1) Double­'-nike in second power pole north of northerly property line and west of easterly property line. Elevation = 980.74 NAVID 88 (2) Top of top .-,ut of fire hydrant at Corporate Lane cul-de-sac. Elevation = 979.68 feet NAVD 88 (3) Concrete base of light pole in parking lot. Elevation = 1003.33 feet NAVD 88 LEGEND: EXISTING 2' CONTOUR 914- PROPOSED 2' CONTOUR 985.0 TOP OF CURB ,--�9_84.5 FLOW LINE TOW 970 TOP OF WALL 'BOW 964 BOTTOM OF WALL 23 PROPOSED CATCH BASIN DRAINAGE DIVIDE FFE FINISHED FLOOR ELEVATION GFE GARAGE FLOOR ELEVATION 3:L_T FENCE INLET PROTECTION DRAINAGE ARROW EMERGENCY FLOOD ROUTING BENCH MARK SYMBOL 01 40' SCALE IN IFFET REVISIONS 120' 0 oo' 19 NORTH DRAWN BY DE CHECKED BY CW DATE ISSUED 6-18-04 SCALE 1 "=40' JOB NO. 04044 C�4 SHEET 4 OF 13 ALLIANT ENGINEERING I N C 0 R P 0 R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS. MN 55415 612)758-3080 612)758-3099 FAX o LIS 0 W 0 Go) Li J V) LL, 0 Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - ---------- -------------------- - - - - - - - - - - WETLAND DIEUNEATED BY ALLIANT ENGINEEl ON APRIL 30, 2004 0. 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REVISIONS 7M%=Mr7 01 50, 100, 150, SCALE IN FEET DRAWN BY DIE CHECKED BY CW DATE ISSUED 6-18-04 SCALE 1 "=40' JOB NO. 04044 NORTH C11111111114,A SHEET 5 OF 13 0 -0 -0 -0 1 03 It -0 +0 Z2 �;Al 11 -0 1 -0' 43 Z5 -S' -8 -9 T7 �-io -1 -6 -15 1 -141P -2 5:, 1-15 _11 761 _Q/ I+ \2 1-1 71 /-,o /-1, 11 1)4 /11-121 -M 4 14 3 _`l �1 17 1 1 1 Q4 /_O (a 1 \-13 414 -7 4 is I IT�l I \ l I / , I ll�J 11, 1 1 J I -12 -13, "- 3 41 1 f I I I I Jill a) I I CD (3) V -11 11 1 10) 1 71q I u f -7 il a 1 1-11 14 5 1761 /J - - - - - - - - - - 3 -4 1 1 0 - - - - - - - - - r f o/ - - - - - - - - - - - ��J Site Volume Table: Unadjusted Cut Fill Net Site Stratum Surfl Sul Method site5 erth-wl erth-ecl erth-pcn5 12102 5 12098 (C) Grid *UNSUITABLE MATERIAL = 12,098 + 3,402 CY FOR SOILS CORRECTION. REVISIONS 7M%=Mr7 01 50, 100, 150, SCALE IN FEET DRAWN BY DIE CHECKED BY CW DATE ISSUED 6-18-04 SCALE 1 "=40' JOB NO. 04044 NORTH C11111111114,A SHEET 5 OF 13 LLJ UTILITY NOTES: STATE HIGHWAY NO. 5 aE- OE- 1 . EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED E W=987.89 _LIE UF IN THE FIELD AND WITH THE CITY OF CHANHASSEN, MN, PRIOR TO CONSTRUCTION. HE OF 2. MAINTAIN 18" VERTICAL AND 6' VER11CAL SEPARATION AT ALL PIPE CROSSINGS. __OU- 0 GU L7 WETLAND 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START DEUNEATED BY ALUANT ENGINEERING. INC OF CONSTRUCTION. RIM 981.7 ON APRIL 30, 2004 L !NV 979 2 13: .1� 1 4. ALL UTILITY WORK WITHIN THE R.O.W. SHALL COMPLY WITH THE CITY 12" P OF CHANHASSEN ENGINEERING DESIGN STANDARDS. 5. NOTIFY GOPHER ONE 48 HOURS IN ADVANCE OF ANY UTILITY WORK. RIM=9 2.64 PVC 6" GATE VALVE IN"= 164 CB/MH 19.-\ & HYDRANT CB/MH 18 6. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT T i TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL" DATED a" PVC i SAN I CB/MH 23 7uj 7. CONNECT RWL TO STORM SEWER LINE WITH "WYE" CONNECTION. SAN MH 5 MH 4 8. ARRANGE TEL, GAS, AND ELECTRIC SERVICE CONNECTION WITH SAN MH Aah j, THE RESPECTIVE SERVICE COMPANY. 6" GATE VALVE No 1111- & HYDRANT 6" DIP �REFER TO PHOTOMETRIC PLAN C-8 FOR LOCATIONS, FOOTCANDLE PRINT .1 1 1 1 1 1 RIM=969.40 OUT AND SPECIFICATIONS. N Lj I & I /INV -962 65(S' 1 11 IL I 962.68(E' 10. ALL SANITARY MAN LES TO BE 48" DIAMETER CONCRETE W/ 177 I NEENAH R-1642 CASTING. 47:7 -6" DIP NN"N-6" PVC 8" DIP 6" PVC FIRE plirl, HTF 3" DIP� �6" DIP SERVICE 11. PROPOSED WATER SERVICE SHALL BE INSTALLED WITH MINIMUM 7.5 DOMESTIC FIRE 8" DIPi- - _)tl OF COVER OVER PIPE. L6 Lj SERVICE SERVIC�. CB/MH 22 B M - 3" DIP-/ 12. ALL SANITARY SEWER LINES SHALL HAVE A MINIMUM COVER OF 7.5'. 7 - DOMESTIC - SERVICE LIJ OFFICE BU!I_DING 2 13. WATER SERVICE SHALL BE FLEXIBLE TYPE "K" COPPER AND OF Cl) > OFFICE BUILDING 1 THE SIZE INDICATED ON PLAN. 0 TRENCH-/ 14. ALL WATERMAIN SHALL BE CL 52 DUCTILE IRON PIPE. ALL NUTS AND BOLTS DRAIN LLJ SHALL BE STAINLESS STEEL. CB/MH 12- 8" TEE & STUB ___ - - 1 15. SEWER SERVICE SHALL BE 6" PVC, SDR 26, ASTM 3034 AND HAVE A FOR FUTURE DEVELOPMENT 8" DIP-\ 8%8" TEE, STUB GV MINIMUM SLOPE OF 1.0%. USE BENDS AND FITTINGS AS REQUIRED. L 5: DI FOR FUTURE DEVELOPMENT -CB/MH 17 15. ALL SANITARY SEWER LATERAL LINES SHALL BE 8" DIAMETER SDR 35 Lij 8" GV I � � � � AND HAVE A MINIMUM SLOPE OF 0.4%. USE BENDS AND FITTINGS AS REQUIRED. 1 j I'Ll 1 1 1 1 1 1 1 I_j=I _L] 1 11 _T F -F I 1= -i I y I L. I I I I I I U_ 17. THRUST BLOCKS SHALL BE PLACED AT FITTINGS, TEES, BENDS, 0 CROSSES, PLUGS, ETC... PVC_-�Izz 18, ALL CURB STOP AND BOX OPERATORS FOR WATER SERVICE SHALL BE MUELLER H-10300 OR H-10304. CURB BOX FORD EM 2-75-56 OR A.Y. MCDONALD NO. 5615 WITH POD NO. 5669. CURB a" GV STOP MUST BE BROUGHT TO FINISHED GRADE. PROVIDE 8" CONCRETE BLOCK BENEATH CURB BOX AND INSTNLL 5 FOOT COPPER TAIL WITH PLUG FOR HYDROSTATIC TESTING. ,�j 19. CORPORATION STOP SHALL BE MUELLER H-15000 OR FORD 8%6" TEE F-600. RIM -96i - 0 CB/MH 11 & STUB FOR N 20. MARK ENDS OF UTILITY S z POST (UPON COMPLETION OF EACH PHASE). BLUE FOR WATER AND RED E TEE FOR SANITARY. _j ------- ;,� 6" GATE VALVE �COORDINATE UTILITY LOCATIONS WITH MECHANICAL ENGINEER. MI& HYDRANT CB 16 Lli FUTURE HYDRANT Lj 8" DIP CB/MH 15___-� \q Lo CB/MH 3 /MH 7 CB/MH 5 C /MH 4 SAN MH 1 7LLLLLL CONNECT TO Lin > L EXISTING SAN CB/MH 14 > > > > STUB UTILITY LEGEND > 4N Col, _tCT TO > PROPOSED STORM SEWER CB/MH 10:1 CB/MH 9 CB/MH 8 CB/MH 6 811x811 1. EXISTING 12" T 8 GV f2- 10 PROPOSED SANITARY SEWER B/MH 27 CB/MH 26 CB/MH 24 DIP SRRE�UICER B/MH 25 'a/MH 20 8" G PROPOSED WATERMAdN Z PROPOSED CATCH BASIN 5.99 PROPOSED SANITARY/STORM MANHOLE PROPOSED SANITARY CLEAN OUT C /MH 964.98(E� or --- MH 1 CONNECT'TO PROPOSED GATE VALVE an PVC CB/MH 13- MH 36 EXISTING PROPOSED HYDRANT STOR4 STUB -15" DIP & M�,TCH EXISTING SANITARY SEWER EXIS ING EXISTING STORM SEWER C: D wi SLO E. EXISTING WATERMAIN GATE VALVE --SAN SA EXISTING SANITARY MANHOLE TEE & HYDRANT MH 3 MH 37 MH 2 L8" DIP '7 03 -1 - - - - - (L-' EXISTING STORM MANHOLE i F721 I - 8"x6" TEE P7A EXISTING CATCH BASIN J _0L EXISTING HYDRANT 4 1 ILL i I F-7 F -11-77-F / - I I MH 38-/ - I U -J� 6" GATE VALVE CB/MH 35 0 EXISTING WELL ffj>6" PVC-/ & HYDRANT EXISTING TRANSFORMER FDC GREASE EXISTING GATE VALVE TRAP � ----I � � : i 0- CONNECTION TO RWL <M EXISTING GAS LINE 3 - MH 28 FROM FITNESS CENTER _J �J CS _0E_ EXISTING OVERHEAD ELECTRIC L F Ln T EXISTING TELEPHONE CD @ El A E EXISTING UNDERGROUND ELECTRIC EXISTING LIGHT POLE CD CD LIFETIME CB/MH 34 GO 7-j' C� FIE NOTE: C "`-WALL MOUNTED LIGHT FIXTURE DOWNSTREAM STORM SEWER AND PONDING (TYP.) DESIGNED AND SIZED TO ACCOMODATE PHASE B/MH 2 -9 ----,- TWO & THREE OF DEVELOPMENT PLANS AS DEPICTED. 3" DIP 1:1 E -P DOMESTIC :5 SERVICE C) 6" DIP <111 FIRE -P SERVICE O'l -C L-2 Ln ri"j __TV_ I C: 8"x6" C5 TEE T MH 33 Qj 0 CB/MH 30 8 Ln CB/MH 31 '7 -C d \-ELECTRIC 8" DIP CB/MH 32 -9- U TRANSFORMER 6" GATE VALVE STORM SEWER-/ & HYDRANT CONNECT10N TO POOL AREA C) IQ- TRENCH DRAINS CD Ul Q; C 01 40' 80, 120' SCALE IN FEET NORTH aj W (4- +> I hereby certify thdi this plan, specification or LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS REVISIONS DRAWN BY DE C report was prepared by me or under my direct ALLIANTsupervision and that I am a duly registered P TIME ENGINEER under the laws of the STATE HIGHWAYS 41 & 5 CHECKED BY CW ENGINEERING I N C 0 R P 0 R A T E D State of MINNESOTA CHANHASSEN, MINNESOTA DATE ISSUED 6-18-04 C11111111115 233 PARK AVENUE SOUTH d SUITE 200 MINNEAPOLIS, MIN 55415 6442 CITY WEST PARKWAY SCALE 1 "=40' M612�758-3080 Signature EDEN PRAIRIE, MN 55344 2 758-3099 FAX PHONE: (612) 947-0000 UTILITY PLAN JOB NO. 04044 SHEET 6 OF 13 Dote Registration Number FAX: (952) 946-9794 ' WETLAND A DELINEATED BY ALLIANT ENGINEERING, INC 0 0 N APRIL 30, 2004 I t SEED LIMETS. OFFICE B 2 -TA 5 -RC a La I 0 z CD W I r Wrz 9 NF� g -NF 24 -SB ; 2 -RM' ?�716-SD PLANTING NOTES: LANDSCAPE CONTRACTOR SHALL VISIT SITE PRIOR TO ALL MATERIAL SHALL COMPLY WITH THE LATEST EDITION SUBMITTING BID TO BECOME COMPLETELY FAMILIAR OF THE AMERICAN STANDARD FOR NURSERY STOCK, STATE HIGHWAY NO. 5 WITH SITE CONDITIONS. AMERICAN ASSOCIATION OF NURSERYMEN. INSTALL 6" MIN. BLACK DIRT TO ALL SOD, SEED AND SHRUB AREAS. ALL TREE TRUNKS SHALL BE WRAPPED WITH BROWN CREPE EXISTING SWALE BOTTOM CONTRACTOR RESPONSIBLE FOR FINE GRADING OF SOD AREAS. TREE WRAP. APPLY WRAP IN NOVEMBER AND REMOVE IN CONTRACTOR WILL STAKE OR MARK ALL PLANT MATERIAL LOCATIONS APRIL . . . . .. PRIOR TO INSTALLATION. CONTRACTOR SHALL HAVE OWNERS LANDSCAPE CONTRACTOR TO WATER AND MANTAN ALL REPRESENTATIVE APPROVE ALL STAKING PRIOR TO INSTALLATION. PLANT MATERIALS AND SOD UNTIL INITIAL ACCEPTANCE. . .. . .. REPAIR AT NO COST TO OWNER ALL DAMAGE TO PROPERTY SWALE BOTTOM SEED LIMITS:� ALL PERENNIAL BEDS TO BE BED MULCHED WITH 2" DEPTH OF EXISTING SHREDDED HARDWOOD MULCH. RESULTING FROM LANDSCAPE WORK. - - - - - - - - - - - — - - - - ALL SHRUB AREAS TO BE BED MULCHED WITH 4" DEPTH OF CONTRACTOR IS RESPONSIBLE FOR CALLING FOR UTILITY LACATIONS AND FOR LOCATING ALL UNDERGROUND SHREDDED HARDWOOD MULCH OVER WEED BARRIER. UTILITIES AND SHALL AVOID DAMAGE TO UTILITIES DURING THE - - - - - - - - - - - - - COURSE OF THE WORK. CONTRACTOR IS RESPONSIBLE FOR REPAIR - FROM LANDSCAPE CONSTRUCTION. TURES, ETC., RESULTING INSTALL 4-6" SHREDDED HARDWOOD MULCH AROUND ROOT ING ANY DAMAGE TO UTILITIES, SITE STRUC SAUC'ER OF ALL TREES ISOLATED FROM PLANT BEDS. PLANTING SOIL SHALL CONSIST OF 50% SELECT LOAMY LANDSCAPE CONTRACTOR IS TO BE RESPONSIBLE FOR WATERING TOPSOIL. 25% PEAT MOSS, 25% PIT RUN SAND. ALL PLANT MATERIALS UNTIL THE TIME THE PERMANENT IRRIGATION SYSTEM IS FULLY FUNCTIONAL. CONTRACTOR WILL COMPLETELY GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE. CHEMICAL WEED CONTROL MUST BE APPLIED TO ALL LANDSCAPE CONTRACTOR WILL MAKE ALL REPLACEMENTS PROMPTLY (AS PER AREAS PRIOR TO ANY PLANT INSTALLATION. DIRECTION OF OWNER). STAKING AND GUYING OF TREES OPTIONAL LANDSCAPE ANY MATERIAL WHICH DIES. OR DEFOLATES (PRIOR TO ACCEPTANCE CONTRACTOR SHALL MAJNTAJN PLUMBNESS OF TREES FOR OF THE WORK) WILL BE PROMPTLY REMOVED AND REPLACED. DURATION OF WARRANTY PERIOD. JA -1 j I LIL4 I I I I 1 1 CONTRACTOR TO SUPPLY DESIGN AND INSTALLATION OF AN 17 THE OWNERS REPRESENTATIVE RESERVES THE RIGHT TO IRRIGATION PLAN. USE RAJNBIRD OR APPROVED EQUAL REJECT ANY PLANT MATERIAL NOT MEETING SPECIFICATIONS. REFER TO SHEET C-4 FOR PLANTING DETAILS. SUBMIT TO OWNER FOR APPROVAL I F=FF A "v F 'PHASE THREEO r� — �Jl PWASE 0" Oil 9 NF CC "n- 0W MW W_ -W 3-14F jw�A it 9 -Nr - 4 -RM 4s 24 -SD 911. 6 -LP i�. 7 -GF 141! 6 -LP 9 -INF AE 9 -NF J - 9 -NF 16-SD�410LL 41l 16 -SD -40111111111111I 5 -NF 3D, 1�;: /�Nll 12 W-1 LKI ��mk\4 z s ALM 100 -LM I -SS n 'ILI 3 -BS �j I 00-LIA 1 -NP 5_RC 10 -BH-- 9 -TA D 2 m 1-R I -R 7 -AW -S * I -R*,,,- 1 _R 3 -SJ 5 -BS so 5_Sj \_IEI_SJ ka-Si B -Si 9 -BH 29 -AY 1 00 -LM 0) 22 -BH 3. Z5 f4 4,400" 1OO-LMl P 3 -TA 5-13H -C I I A 6-AW-,�= - j 6_SJ d 110 -AW 1 EI -AW 1 O -AW 1-RMM C 4 -SM 3- aj 4 -BS 1 _RM 1 -RM I -RM Ln Ln 1 -RB 3 -CH 0 r 3-8B I -RB -C C: SOD d 0 SOD LIMITS Un Un 6 -BS OU 8 -CS 5 -DF C P E: P — ��Fl ALLIANT ENGINEERING I N C 0 R P 0 R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS. MIN 55415 61$58-3080 612 758-3099 FAX I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered Landscape Architect under the laws of the State of MINNESOTA Signature Date Registration Number NTINE 6442 CITY WEST PARKWAY EDEN PRAIRIE, MN 55344 PHONE: (612) 947-0000 FAX: (952) 946-9794 ��3_8_s 3 -CS -3-CS 4 -RB 3 -MA SOD LIMITS 4 -BS 3 -NP 1 -NP LIFETIME FITNESS FACILI STATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA LANDSCAPE PLAN 1-KMI 4 -BS OFFICE BUILDING 1 WIUWNN� AN /iN 01010% Z PHASE Two P ASE ONE 9-NF-\;MjIr 1 P 9 NF 1_NF_/, 7-77$zNM� I P, - -pin 'e P A 9 NIF 9 NF I= MM AM L Avg INA - ;V R bog TH —�F-GM -1 3 --KF 21 -SB 1 -PM -1 -PC 3 -BS 3-TH I -RM 6 -RM NORTH REVISIONS LANDSCAPE SCHEDULE MK CHECKED BY KEY COMMON NAME/ BOTANICAL NAME SIZE REMARKS 1"=40' JOB NO. 04044 OVERSTORY TREE r7 AL AMERICAN LINDEN 2.5" B&B STRAIGHT TRUNK, NO V-CROPCH Tilia americana 14 CA CIMMARON ASH 2.50 B&I3 STRAIGHT TRUNK, NO V -CROTCH Fraxinus pennsylvanica 'Cimmzam' 6 IH IMPERIAL HONEYLOCUST 4" B&B STRAIGHT TRUNK. NO V-CROTCHI Gleditsia triacanthos inermis 'Skycole' 1 ILL LITTLE LEAF LINDEN 2.5" B&B STRAIGHT TRUNK, Tilia corclato 'Greenspire' NO V -CROTCH 12 MA MARSHALL'S SEEDLESS ASH 2.5* B&B STRAIGHT TRUNK. NO V -CROTCH Frax[nus pennsylvanica VS.' 0 PO PIN OAK 2.5" B&B STRAIGHT TRUNK, Quercus palustris NO V -CROTCH 6 RB RIVER BIRCH 12' HT. .3-SrEM CLUMP MIN Betula nigra 72 RM RED MAPLE 2.5w B&B STRAIGHT TRUNK. NO Y -CROTCH Acer rubrum 'Northwood' 9 SA SUMMIT ASH 2.5" B&B STRAIGHT TRUNK, NO V -CROTCH Fraxinus pennsylvanica 'Summit' 55 SM SUGAR MAPLE 2.5* B&B STRAIGHT TRUNK. NO V -CROTCH Acer saccharum 25 PC ORNAMENTAL TREE PINK SPIRES FLOWERING CRAB 20 B&B STRAIGHT TRUNK, Malus 'Pind Spires' NO V ­CROTCH 3 PG PAGODA CLUMP DOGWOOD 6' B&B 3 -STEM Cornus alternifolia 24 RC RED SPLENDER FLOWERING CRAB 20 B&B STRAIGHT TRUNK, Malus 'Red Splender' NO V -CROTCH 5 SC SPRING SNOW FLOWERING CRAB 2n B&B STRAIGHT TRUNK. Malug 'Spring Snow' NO V -CROTCH 17 TH THORNLESS HAWTHORN CLUMP 6' B&B 3 -STEM LUMP MIN Cratoegus crus—galli var. inermis 16 QA QUAKING ASPEN 20 GAL CONT. STRAIGHT TRUNK, Populus tremuloides NOV-CROTCH CONIFEROUS TREES 6' B&B STRAIGHT TRUNK, Picea glauca clensato NO V-CRCTCH 5 DF DOUGLAS FIR 6' B&B STRAIGHT TRUNK. Pseudotsuga menziesii NO V -CROTCH 31 NP NORWAY PINE 6, B&B STRAIGHT TRUNK. Pinus resinoso NO V-CRCITCH 63 AW SHRUB ANTHONY WATER SPIREA 18" HT., CONT. MIN. 5 CANES Spirea x bumalda 'Anthony Water' AT HT_ SPEC- 66 AF ARTIC BLUE LEAF 18" HT., CONT. MIN. 5 CANES Salix purpurea 'Nona' AT HT. SPEC. 8 DE DWARF WINGED EUONYMUS 24" HT. CONT. MIN. 5 CANES Euonymus alatus 'Compactus' AT HT. SPEC. 57 DK DWARF KOREAN LILAC 24" HT. CONT. MIN. 5 CANES Syringo meyeri 'Polibin' AT HT. SPEC. 52 GIF GOLD FLAME SPIREA 18" HT., CONT. MIN' 5 CANES Spirea x bumalda 'Gold Flame' AT Hf. SPEC. 20 NB NANNEYBERRY 4' HT., B&B. MIN. 5 CANES Viburnum lentago AT KT. SPEC. 353 NIF NEON FLASH SPIREA 18* HT., CONT. MIN' 5 CANES Spiraea loponica 'Neon Flash' AT Hf. SPEC. 86 LIP LITTLE PRICESS SPIREA 18" VIT., CONT. MIN' 5 CANES Spirea x burnalcla 'Little Princess' AT Hf. SPEC. 4 SS SERVICEBERRY 6' HT., B&B. MIN. 5 CANES Amelanchier alnifolia AT [fr. SPEC. 4 SG SEA GREEN JUNIPER 24" DIA.. B&B. MIN. 5 CANES Juniperus chinensis 'Sea Green' AT CIA. SPEC. 58 SJ SCANDIA JUNIPER 24" DIA., B&B. MIN. 5 CANES Juniperus sabina 'Scandia' AT CIA. SPEC. 19 TA TECHNYARBORVITAE 5' HT., B&B MIN. 5 CANES Thuja occidentalis 'Techny' AT HT. SPEC. 20 TY TAUNTON YEW 24" DIA., B&B. MIN. 5 CANES Taxus x media 'Taunton' AT DIA. SPEC. PERENNIA 41 BF BLUE FESCUE 1 GAL., CONT. F. cinera 'Boulder Blue' 116 BIR VIETTE'S LITTLE SUZY 1 GAL., CONT. Rudbeckia specioso Vette's little suz)' 73 CB CORAL BELLS 1 GAL., CONT. Heuchera micrantho 'Palace Purple' 50 GM MAX FREI GERANIUM 1 GAL, CONT. Geranium sanguineum 'Max Frei' 135 KF FEATER REED GRASS 1 GAL., CONT. C. x acutiflora 'Karl Foerster' 983 LM LAMIUM 4% CONT. Lamium moculaturn 'Beacon Silver' 40 MG MISCANTHUS FLAME GRASS 3 GAL., CONT. Miscanthus sinensis 'Purpurascens' 660 PM PARDON ME DAYLILY 1 GAL., CONT. Hernerocallis 'Pardon Me' 225 IRS ROYAL STANDARD HOSTA 1 GAL., CONT. Hosta 'Royal Standard' 907 SID STELLA DE ORO DAYLILY 1 GAL., CONT. Hernerocallis 'Stella de Oro' 1166 SB MAY NIGHT BLUE SALVIA 1 GAL., CONT. S. x superba 'Mainacht' 103 WB WIDE BRIM HOSTA 1 GAL., CONT. I Hosto 'Wide Brim' REVISIONS DRAWN BY MK CHECKED BY CW DATE ISSUED 6-18-04 SCALE 1"=40' JOB NO. 04044 C11111116 SHEET 7 OF 13 irl.lorl-lu MONUMENT 51r_3N ELEVATION MONUMENT 6[GN f=LAN 3/4" z 1'-0" .4 A *A. 4 EIFS LL/CAP FLASHING —7 COR114ICE DETAIL "LIFETIME FITNESS" SIGNAGE, BOTH SIDES 6" CMU LLI/4" BRICK EA. SIDE Iro" OVERALL SIGN ANCHORS, TYP k,— GRADE GRADE BEAM CAI55ON 5EE 571;RUCTURAL SECTION 'a MONUrIENT 51GN 3/4" = 1'-0" ALLIANT ENGINEERING I N C 0 R P 0 R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOUS, MIN 55415 M612)758-3080 2)758-3099 FAX I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered ENGINEER under the laws of the State of MINNESOTA Signature Date Registration Number FREC:AST CAP FLAN FENCE f"LAN 3/4" P-0" FACE OF PRECAST CAP FACE or BRICK WALL BEL f=ARTIAL ELEVATION 0 F=00L FENCE 3/411 1--oll FACE OF BRICK PIER BELOW SECTION 5fRIC;< PIER 6442 CITY WEST PARKWAY EDEN PRAIRIE, MN 55344 PHONE: (612) 947-0000 FAX: (952) 946-9794 ECAST 'l CAP -E BRICK, 5TANDARD CORES REMAIN ID FOR NDUIT FOR HT FIXTURES TYF. EVERY 50' rio SURFACE (POOL DECK) 60E 'ENE) FACE CK 2C. BELOW rio5LAB/GRADE :)UT 50LID 5TANDARD IA. 4CRETE FOOTIWG STRJCT� LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS STATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA MONUMENT SIGN DETAILS 5ECTION 5TEEL FENCE 3/411 p -Oil LINE OF BRICK FIER BEYOND 2"x2" STEEL RAIL (FI;PEFIN. PRIME/PTD) PROVIDE PREFIN FRItlE/PTD WALL MOUNT BRACKET FOR ATTACHMENT RAILS TO MASONRY PIER, TYP� 3/4"x3/4" SOLID STEEL VERTICAL PICKETS 4" O.C. NOTE: GRIND ALL JOINTS SMOOTH AND PRIME FOR FAINT, TYP PATIO SURFACE (POOL DECK) REVISIONS (QA�TRASH ENCLOSURE f=LAN 'ACE ERICK TO 1`04 BME BRCK BUILDIWs I INU STEEL XLARDS 5ECT!0N 57 3/4" ll -0" .TRA!5H ENCL05URE PLAN I/all I.-Ol PF4:-:FN- MATCWNG CAP - TYP UNKFMWs �EENIWG 6" 50JAFRE STEEL BOLLARD (PMJ (SEE 514T A2.15 FOR SPACIWj) FILL ILIV CONO;iETE 2'x? STD. STEEL RAILS, (PM) 3/4"xB/4" 50LID DE GTEEL VERTICAL PICKF75 0 4" DATE ISSUED O�C. (PFEFIN, SCALE FRIME/PTD) JOB NO. Em5ED PLA7E, NOTE: P ALL POSTS 1. GRIND ALL JOINTS SMOOTH. 2. ALL STEEL TO BE GALVANIZED 4 PAINT FINISH, TYP 2 55ER PLAY 8UWACE 3. USE VAPOR RE ARDER 4" CONC. SLAB BENEATH SLAB 19 PLAY AREA- SEE SPEC AND SOILS )L REPORT FENCE 0 f=00L 4 f=LA�T' AREA DRAWN BY DE CHECKED BY CW DATE ISSUED 6-18-04 SCALE JOB NO. 04044 C�7 - 1 DO 0.0" 6.'O DO O.O 0.4 0.0 O.i OD-:�O.q 0.0 0.0 0.0 0.0 0.0 0.0 O.O 0.0 DO 10 O.O DO Ot DO O.O O.a O.O O.O 0.0 O.O Do 0.0 Do 0.0 O.O Do 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O'O 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.1 0.1 01 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 -- -0.0 O.O DO 0.0 0.0 O.O 0. 0. 0. 0. 0.0 0.0 O.a 0.0 0.0 -2.0--Q,9_04-O.c...4.0-�. r-O.O.-Or-Tir O O 0.6 O O a a I � I - ,/ , .1. / - . - - - . , � I - .1 - - � - I , , � � , 1, - " - , , - , " ". � - t, I N - - ki - , :r. f, - - - lllllllllllilt`l""""""""" fjql.40-19,0� a 1- O.Q/O,'O 0.0 0.0 -0.0 0.0 O.O O.l , 4 p 6 'CO: - 6'.0, t).O 6.6, 6.6 - eo OD OD DO O.O 0.0 OD 0.0 0.0 0.0 0.0 o.0 O.O O.O DO DO DO O'O O.o O.O DO O.O 0.0 0.0 O.O O.O OD OD 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 O.O 0.1 0.1 0.1 0.1 0.1 OL 0.1 0.1 0.1 0.1-O.L-O.L-aa-."-O.k-O.l.-O.1-10.=u�T-O.r O.f 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 O.O 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I �', ,,'?,j , 177: '! 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I)I :i ; i it i I ii it ! il %� i! ;. !I ; :� it :i ALLIANT ENGINEERING 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MIN 55415 M612)758-3080 2)758-3099 FAX I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly registered ENGINEER under the lows of the Slate of MINNESOTA Signature Date Registration Number P TIME 6442 CITY WEST PARKWAY EDEN PRAIRIE, MN 55344 PHONE: (612) 947-OODO FAX: (952) 946-9794 LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS STATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA PHOTOMETRIC PLAN . us I t 3: i z j I W I �- I - . I i -� I 0 -4- 1 1� I , ! LIJ z LU 7 . - "l Ill, I - U i z W = f - L -1 - C - I PI Z: 277 1 . z - I TEMPER GLASS I -.j : ; . F-- I I P2 U- 480 1 0 1 TEMPER GLASS I Llj - T, i I I I - �-- I i U� . I Li I � ".N. 3: 1 1 : i . I l , ,-, I- -1- : ; ! I ! PI DMICR WALL BRACKET 277 1 32OW MH 385 TEMPER GLASS WALL : ; UTHONIA AS2-SR3-32OM-480-SPA-DDB-LPI . e. � P2 E)MRIOR LIGHT STANDARD TYPE Ill 480 1 � 32D* MH! i 365 TEMPER GLASS 30' ABOVE GRADE - UTHONIA AS2-SR3--32OM-480-SPA-DDB-LPI POLE SSS -)D( -SG -DOB P.3 DMRIOR LIGHT STANDARD ITYPE IV -W 480 1 I 3217# I MH 365 I TEMPER GLASS 30' ABOVE GRADE . I � I - UTHONIA AS2-SR4W-32DM-48O-SPA-DDB-LPI POLE SSS -)O( -5G -DOB P4 IDMIOR LIGHT STANDARD TYPEII 480 1 T 32111111 MH 365 TEMPER GLASS 30' ABOVE GRADE I UTHONIA AS2�SR2-32OM-48C-SPA-DDB-LPl - POLE SSS�)O(-5G-ODB P5 EKTERIOR LIGHT STANDARD TYPE IV -W DOUBLE HEAD 480 1 : i 100OW MH 2300 I TEMPER GLASS(� �� - ----� 40- ABOVE GRADE -� I .UTH!t!IA &�=00011-4813-SPA-013-I.P11 - P6 I DMICR LIGHT STANDARD ITYPE IV -SC 480 I 1 I 3210 I MH 350 TEMPER GLASS I 30' ABOVE GRADE I � I i I UTHONIA -SR4SC-4OOM-48O-SPA-DDB-!,F�l IPOLE SSS-)O(-5G-DDO REVISIONS DRAWN BY DE CW DATE ISSUED SCALE JOB NO. 04044 Cm8 SHEET 9 OF 13 A� F -- BUILDING ENTRY CITY Op CHANHASSEN RECEIVED 'JUN 1 8 2004 "N'ASSEN PLANNiNG DEPT DATE: 6-17-04 APPROVED BY: WD CHANHASSEN MN LIFETIME FITNESS DRAWN BY: H a FIRST FLOOR PLAN NJII Al LA P OK 0 0 BUILDING ENTRY CITY Op CHANHASSEN RECEIVED 'JUN 1 8 2004 "N'ASSEN PLANNiNG DEPT DATE: 6-17-04 APPROVED BY: WD CHANHASSEN MN LIFETIME FITNESS DRAWN BY: H a FIRST FLOOR PLAN NJII Al CHANHASSEN, MN LIFE TIME FITNESS m SECOND FLOOR PLAN DATE: WD NJH A2 F'.n-qt Flevation 3/32" - 1'-0'; A MAT117M A IT 'I 11VI III Tn A NIC I (!(lChlT0VV I It'.IJT TRANSLUCENT SKY LIGHT RED FIELD BRICK E.I.F.S.ACCENT ANDTYP. ANODIZED ALUMINUM TAN LEDGESTONE ANODIZED ALUMINUM ANODIZED ALUMINUM RES WINDOWMULLIONSTYP. SIGNAGE 120 SQ, ACCENT FICU ROOFTOP UNIT PARAPET 1421-011 QPARAPET Q. .38, . . . . . . . . . . . 4�� 7-'7- 1 s iwITN'ass L SECOND FLOOR 1.7 T ,&,f=IRBT rLOOR EL. 100' 0" 1851-51, E,I.F,S, ACCENT CORNICE GROUND ILLUMINATED A ALUMINUM CHANNEL LE SIGNAGE= 40 SQ' TAN LEDGESTONE TAN LEDGESTONE Monument Si 3/8" = 1'4' NOI E: SIUNAUL I Y? BOI'H SIDES Pool Fence 1/4" - F-0" CHAIN LINK FENCING SCREENING ROCKFACE CMU TO MATCH TAN LEDGESTONE Exterior Trash Enclosure 1/4" - V-0" W-c—st Elevation 3/3211 = 11-0" CH.A k.NHASSEN MN LIFETIME FITNESS EXTERIOR ELEVATIONS DATE: 6/17/04 A3 APPROVED BY: WBD DRAWN BY: NJll F TECTURAL r;=AT1lRF= 1 T-0 FARAFET 1—L.'144' -O" "-o. 0 ff L-. 1 TMO ObFIRST LOOR *�-EL. 100'-0" TrECTURAl rr-ATLIOPP OOT�0- J� ��7ET 44 0 T-0- 0 ffL-. 1740�0" ,�,FIRST f:LOOR -7—ELlool-Foll IT-Ird-obw AM JONS TYP. 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