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CAS-22_LIFETIME FITNESSOU --Zz ._ FCA LIFE TIME FITNESS To: Bob Generous Date: 3-9-07 City of Chanhassen 7700 Market Blvd. P.O. Box 147 File: Corporate Office Chanhassen, MN 55317 Copies of Transmittal to: Project: Life Time Fitness Corporate Office # 2 2900 Corporate Place PRIe Chanhassen, MN 55317 ❑ Subject: Parking Garage Entrance Revision ❑ We Are Sending: uEnclosed Under Separate Cover Via: ❑Mail Federal Express Hand Delivered Express Mail OUPS The Following: Transparencies CCopyofLetter x9ndicatedBelow xPPdnts FISpecifcalions Samples Shop Drawings Action Required: EFor Your Revew []Pants Returned []For Distribution ;t For Your Approval Submit Specified Item Rejected/Resubmit x For Your Use Approved 11 Revise and Resubmit UAs Requested []Approved as Noted ONO Resubmit Required Copies Date Description _ 1 02/01/07 ILTF Corporate Office # 2 Alternative Ramp Option, 3 plan sheets me if you By: Steve TorelI Permit and Code Compliance Specialist 6442 City West Parkway Eden Prairie, MN 55344 952-229-7215 FCA CONSTRUCTION Transmittal 3-9-07. xls any questions or need additional information. RECEIVED MAR 12007 CHANHASSEN INSPECTIONS RECEIVED MAR 9 2007 CHANHASSEN INSPECTIONS 6442 CITY WEST PARKWAY EDEN PRAIRIE, MN 55344 (952)229-7521 MAIN (952)946-9794 FAX W W W.LIFETIMEFIT"35" - T ALTERNATIVE RAMP IMPACTS PARKING IMPACTS: 3-4 STALLS REMOVED I / I Ili FFE 987.5 --------- GRADING IMPACTS: 2.4% GRADE INCREASE I GFE 976.17 Ali IhJ l l 976.17 /§9-7-6.17 RE RE 976.07 976.07 — 976.5 -i I I , 976.37 976.6 MATCH 982.1 9�6 982.0 982.1 T ° �� a I 982.0 'oRIM=977.77 MATCH 981.9 INV=971.32(N) ., -„-- 98»$ 9s,.9 INV=971.18(5) 18"RCP RIM=981.78 �v INV=973.38(W) uI INV=973.16(5) = v �I I' 36 RCP -»_-" RIM=977.69 RCP 0' 20' 40' 60, SCALE IN FEET NORTH Design Pile: Designed By. HEREBY CERTFY THAT THIS PLAN WAS PREPARED BY DATE REVISIONS ORM LIFETIME CORPORATE OFFICE #2 ME OR UNDER NY DIRECT SUPERVISION AND THAT I AM ��T�� A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE .A Ll[]1VT Ding Name: Drawn es ALTERNATIVE RAMP OPTION LAWS O< THE STATE of MINNESOTA ENGINEEHING,4NC. DRM PRINT NAME: 253PARK AVE. SOUTH, 6UTMXG DaNe: Checked By GRADING $BNED: MI VNEAPoWE, MN $W15 2/1/07 CH01HASSEN, MINNESOTA DATE: LID. NO: PHUSE(612)7Ws0m 1= 1 F I 30.00 S U feet Width 8.00 Track 8.00 Lock to Lock Time 6.00 Steering Angle 31.80 I � 7 01 6M 30' 60e 90' 40 SCALE IN FEET NORTH Design File: Designed By. DALE RE VTSIDNS LIFETIME CORPORATE OFFICE #2 HEREBY CERPF THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERN9ON AND THAT I AM Di:u A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE T ALLIAN 1 Deg Name: D,a.P BY ALTERNATIVE RAMP OPTION LAWS DE THE STATE OF MINNESOTA ENGINEERING, WC. DRM TURNING MOVEMENTSARN9EAPOLIS,. PRINT NAME: 51GNED: 233PMKAVE. SOUTH, Sttn3aa Wn Date: 2i1/O7 Checked By. CHANHASSEN, MINNESOTA DATE: UC. NO: pA%b1R1]�3�9 II I �I I t YI I I 1i 'I1 IIS I I'I II I ' 1 y III 4 - -- -- �_ I IR -i r I 1 T I _________J__________ ---------- I ------I —1 I _I ________- _ I � I I —i i II I �I I 30' 60' 90' IN FEET ~lil 11 �V I I 1i 'I1 IIS I I'I II I ' 1 y III 4 X14------ ----- I ~IT I r i , se++En: DATE: UC. NO: I I 'tr yl I IIS Iii rl�l I —i ri I I u I I I I rti - I n it 19.00 J 3.00 11.00 P feet Width 7.00 Track 6.00 Lock to Lock Time 6.00 Steering Angle 31.60 0' SCALE 30' 60' 90' IN FEET 40 NORTH Design Rle: Desi,ed 8y. DRM DATE BENSONS O LIFETIME CORPORATE OFFICE #Z HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER ME LAWS OF ME STATE of MINNESOTA PRINT NAME: A T T T A *Tm ALL1I11V 1 ENGINEERMNG. INC. M[ PARK MN E sG1tE'00 enx(612O �e-'s � Dwg Nome: Drown By DRM ALTERNATIVE RAMP OPTION TURNING MOVEMENTS CHANHASSEN, MINNESOTA Date : z/I/m cNeakee By se++En: DATE: UC. NO: KNOW ALL MEN BY THESE PRESENTS: That LIFE TIME FITNESS, INC., a Minnesota corporation, fee owner of the following described property situated in the City of Chanhassen, County of Carver, State of Minnesota to wit: Outlot A, ARBORETUM BUSINESS PARK 4TH ADDITION, according to the recorded plat thereof, Carver County, Minnesota. Has caused the same to be surveyed and platted as LIFE TIME FITNESS and does hereby donate and dedicate to the public for public use forever the place and easements for drainage and utility purposes only as shown on the plat. In witness whereof said Life Time Fitness, INC., a Minnesota corporation, has caused these presents to be signed its proper officer this _—_-- day of -------------, 200__. Signed: LIFE TIME FITNESS, Inc. By-------------------------- Eric J. Buss, Secretary STATE OF MINNESOTA COUNTY OF ___—__—_ The foregoing instrument was acknowledged before me on this ___—day of -----_____, 200by Eric J. Buss, Secretary of LIFE TIME FITNESS, INC., a Minnesota corporation on behalf of the corporation. Notary Public, Hennepin County, Minnesota My commission expires I hereby certify that I have surveyed and platted the property described on this plat as LIFE TIME FITNESS; that this plot is a correct representation of the survey; that all distances are correctly shown on the plat in feet and hundredths of a foot; that all monuments have been correctly placed in the ground as shown; that the outside boundary lines are correctly designated on the plat; and there are no wet lands as defined in Minnesota Statutes, Section 505.02, Subd. 1 or public highways to be designated other than as shown. Dennis B. Olmstead, Land Surveyor Minnesota License No. 18425 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing Surveyor's certificate was acknowledged before me this Licensed Land Surveyor. Notary Public, Hennepin County, Minnesota My commission expires ------__—__ day of _—__—_—, 200__ by Dennis B. Olmstead, a CHANHASSEN CITY COUNCIL This plat of LIFE TIME FITNESS was approved and accepted by the City Council of the City of Chanhassen, Minnesota, at a regular meeting held this ____ day of —, 200__, and is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. All monuments are set as specified by the City Council and as stated on this plat, according to Minnesota Statutes, 505.02, Subd. 1. ---------------------------I Mayor CARVER COUNTY SURVEYOR Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this By-------------- John E. Freemyer Carver County Surveyor COUNTY AUDITOR I hereby certify there are no delinquent taxes for all years prior to this ___ day of —_ 200_ By-------------- Mark Lundgren Carver County Auditor Clerk day of 200__ for land described on this plat and transfer entered. Dated COUNTY TREASURER I hereby certify that taxes payable for the year 200for the land described on this plat as LIFE TIME FITNESS have been paid and no delinquent taxes are due and transfer entered on this —_ day of _____---, 200__. By-------------- D. F. Dahlke Carver County Treasurer COUNTY RECORDER I hereby certify that this plat of LIFE TIME FITNESS was filed this _—_ day of --____—___, 200__, at _—_o'clock _.m., as Document Number _—_____—_____. Rv Carl W. Hansen, Jr. Carver County Recorder LIFE TIME FITNESS W z� u~i� / NE CORNER OF THE ---- 3 J \ Z ra 00 A % I '' M NE 1/4 OF THE NW1/4 1 O Z 0 /--NORTH LINE OF THE EAST 1/2 OF I OF SEC.16, T.116, R.23 _ _ I THE NW 1/4 OF SEC.16, T.116, R.23 Z (CARVER COUNTY CIM) _ PARCEL 3118, MINNESOTA / J r! F- I , r, r, T / . DEPARTMENT OF N ? / \ rr r< I I TRANSPORTATION RIGHT LLJ W 1 j OF WAY PLAT NO. 10-06 o �< / r- -I- • -I- r- �� i i -. �a u\/ /� T 1\11 1 •, 1 > -- -- — I It rv, _- IL1J -T- • r 101 . r, 703o' I /� ° B711 — —\ � � • I WET LAND , A8 &41'05oE 3$3.36 ° a� ° — o _ — — — — — -- _ — -- \ \-FOUND C4 OUND 173.�P�p���4 �I , a \ / I CAPD IP \ l r �1 _PJNRO�26195 289 4•E % N87 6 W -^ \ �B6D5 _,g4 •\ OJ�E dC0gS5F' - / B1 � ^\� � � I .< �\-, . 120 1 7 V��^ry \ ' d O, 10 i �JZowYLill N84 -3 '57"E 80.19 ONN \LO wDET I 8 NNw 10 Q \ 84- KTAL \ O - -/ DETAL A KTA r CORPORATE - / PLACE a • ` oCO o -115r 70.00 aN r 60 , vO p 00 O� i W z� u~i� / z� 3 J \ Z ra 00 A % I '' M �3 O Z 0 I I Z L_J L I I L_ LLJ I' 3 rv, IL1J -T- • r 101 . r, L1J --_- FOUND " T CAPPED IP -- 19840 1 IL Ir -I i -- 1 � I r IL11 N a -r- I L. N 1 Lo tD 113 Z L_ FOUND CAPPED IP 17006 I I 0.9 EAST - -/ DETAL A KTA r CORPORATE - / PLACE a • ` oCO o -115r 70.00 aN r 60 , vO p 00 O� i W z� u~i� / a1N 1 J \ Z ra 00 A % I J \ ,' `\ I I } FOUND CAPPED IP 1' 19840 n I'll r11— —1-1 I ,A r\ I I /I I I. I r— I I /• rNAr\ I / /Y • I r\ ` r\ -- 1 1 1\/I r< 1 1 '• 1\1 F- I/ I1 Fr N / 1\1 I I /•1 I I I I I I I I \11\I ,/ I 1 LJ \/ \/ 1 Y L— 1/ 1/ / \ I \. \ L_ Y L/ I \ L/ L/ 1 1 1 \/ 1 Y THE NORTH LINE OF THE EAST HALF OF THE NORTHWEST QUARTER OF SECTION 18, TOWNSHIP 118, RANGE 23 18 ASSUMED TO HAVE A BEARING OF N8902S'04'W • Denotes monument found 1/2 Inch Iron pipe unless otherwise shown O Denotes 1/2 inch x 18 inch iron monument set marked by license no. 18425 unless otherwise shown °— Denotes Access Control Property corners labeled with the letter B prefix correspond with corners as labeled on Minnesota Department of Transportation Right of Way Plat No. 10-06 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: Being 5 feet in width and adjoining lot lines and 10 feet in width and adjoining right of way lines as shown on this plot, unless otherwise shown. Scale in feet 0 100 200 300 ONE INCH EQUALS ONE HUNDRED FEET DETAIL. C NTA I 1 1 rf Y/ 1 1 hr / 4 1 F• 11 S89 20 40 E Io J9- 10.35 n r♦ , A F/ 1 I\ I F- / CITY OF CHANHASSEN RECEIVED JUL 2 9 2004 CHANHASSEN PLANNING DEPT ALLIANT ENGINEERING I N C 0 N P O N A T E D bHhhl i yr 1 shttrs 1 - \ ss vox zss nnVA 006 \ Y I OL SXf " s /6 fi'ws ZLU CC 06 na3ro �ZI J b <� U161'6s On •B a O N S Q I am�ye x ess / 66 s kc os6 `� 0 / b U v Z648Z ON O A o a3d 3 111 n35V3 LLD Nr 39VNIraO 133ELL5 I19f1 aD3 /l\ 1 3n35V3 Aar do \ `A \_ / 3Ynvs5 �� rs�6ss-n .r \ 6•nPo 1 ` \ —X QL6 \i v� 9 '£6£ 3. O'Z89 3.6Z,0£.L N g6fi1 N 43ddY] �� _ M11 _ — n S 'ON AYMH'-SIH 31tl1S 1 1N3WL! b6 SON WO aid ONV 1Vld AVM 30 RM- DB- f%S w E D E– )F IT 1 LF - E' o 8M- 2/.202 FOR ENLAR3EMENT PLANTING PLAN SCA LE.• IF 20=0" r.r.r. r.r- rt'.tT t�t'� r�i-•➢�7�7���Y p0000A� _ 01011 O101l. 4000000.00 GI WIPItxw4plA �O1ftLoi "l l a0 Y �� ` i i i i i i - mal •II AW- _ 1 LF - E' o 8M- 2/.202 FOR ENLAR3EMENT PLANTING PLAN SCA LE.• IF 20=0" r.r.r. r.r- rt'.tT t�t'� r�i-•➢�7�7���Y p0000A� _ 01011 O101l. 4000000.00 GI WIPItxw4plA �O1ftLoi "l l a0 Y �� ` - mal •II AW- _ ►' •� ;�,1�■ _ 1 c9i �s 111-Z02 FOR ENLARSEMENT ' ------ 000,040 I���► 0� O.ei O'hii� �u"'OT��Q�A' of O ii �1�������•0 �0�10 , , ' �� ao�I/�ri�p�'firI: �_�O`���f �I dll'l'or !�'II/'I �%►hI%/PO`00� _"I+O DODO`���. c law EO RM - n -2 N PROJECT NAME CORP. HDQTRS. 1ST BLDG. CHANHASSEN, MINNESOTA —1 e FM FE MEEKS DESIGN GROUP 1100 CENTENNIAL BLVD. ;270 RICBARD80N. TELLS 78081 (972)690-7474 !A% (972)690-7878 TITLE PLANTING DATE 012/07 SCALE 1"= 20'-0" SHEET L2.01 1 1 i 1/ 1 1 1 1 1 1 1 1 1 1 z LP -13 AC -6 PLANT/NG PLAN SCALE. >"- lowy CI JT -1 ` FR -4 SMI— I 1 ALU - 10r> -3 JC -2 MJ—I ID -3 FR -4 FG—IS 1 AW -6 JC2 MJ -1 1 Da -6 _ MF -14 1 . r PLANT/NG PLAN SCALE. >"- >0vfF MJ -1 AW -6 DB -12 A(; PROJECT NAME CORP. HDQTRS. 1ST BLDG. CHANHASSEN, MINNESOTA • • MEEKS DESIGN GROUP 1100 CERTERNIAL BLVD. 0270 RICHARDSON. TEXAS 75081 (972)690-7474 FAX (972)690-7878 TITLE PLANTING DATE 09/12/07 SCALE 1 "= 10'-0" yor01901 L2.02 1 MF -3 DB -6 ` FYs— I SC -36 ML -3 AC, --1 AW -6 RM1-1 MJ—I JT—I� / AW -4 JG -2 MF -3 1 BF -30 ID -3 ' MJ -1 FR -20 ID -3 ' SF -26 FG -14 SMI -11 JC -2 SS -96 MF -14 1 . r PLANT/NG PLAN SCALE. >"- >0vfF MJ -1 AW -6 DB -12 A(; PROJECT NAME CORP. HDQTRS. 1ST BLDG. CHANHASSEN, MINNESOTA • • MEEKS DESIGN GROUP 1100 CERTERNIAL BLVD. 0270 RICHARDSON. TEXAS 75081 (972)690-7474 FAX (972)690-7878 TITLE PLANTING DATE 09/12/07 SCALE 1 "= 10'-0" yor01901 L2.02 PI ANT I FC,FNII SYMI BOTANICAL NAME ICOMMONNAME IQUANISIZE IREMARKS BW SHADE TREES Boxwood 5 5 Gal. 24" Ht. Min. AB Acer x freemanii Jeffersred' Autumn Blaze Maple 0 3" CAL. Straight Trunk, No V -Crotch ABI Acer x freemanii 'Jeffersred' Autumn Blaze Maple 4 4" CAL. Straight Trunk, No V -Crotch AL Tilia Americana American Linden 0 3" CAL. Straight Trunk, No V -Crotch FA Fraxinus pennsylvanica 'Cimmzan' Cimmaron Ash 2 3" CAL. Straight Trunk, No V -Crotch LL Tilia Cordata LittleLeaf Linden 0 3" CAL. Straight Trunk, No V -Crotch MA Fraxinus pennsylvanica W.S. Marshall's Seedless Ash 0 3" CAL. Straight Trunk, No V -Crotch RL Tilia americana 'Redmond' Redmond Linden 1 3" CAL. Straight Trunk, No V -Crotch RM Acer rubrum'Northwood' Northwood's Red Maple 31 3" CAL. Straight Trunk, No V -Crotch RM1 Acer rubrum 'Northwood' Northwood's Red Maple 3 4" CAL. Straight Trunk, No V -Crotch RB Betula nigra River Birch 0 12' HT. 3 -Stem Clump Min. SM Acer saccharum 'Green Mountain' Sugar Maple 7 3" CAL. Straight Trunk, No V -Crotch SM1 Acer saccharum 'Green Mountain' Sugar Maple 3 4" CAL. Straight Trunk, No V -Crotch PM CONIFEROUS TREES BS Picea glauca densata Black Hills Spruce 8 6' Ht. Min., B&B Straight Trunk, No V -Crotch CS Picea pungens glauca Colorado Blue Spruce 6 6' Ht. Min., B&B Straight Trunk, No V -Crotch DF Pseudotsuga menziesii Douglas Fur 0 U HL Min., B&B Straight Trunk, No V -Crotch NP Pinus resinosa Norway Pine 0 6' Ht. Min., B&B Straight Trunk, No V -Crotch ORNAMENTALTREES BJ Juniperus horizontalis 'Bar Harbor' Bar Harbor Juniper EA Thuja occidentalis 'Techny' Techny Arborvitae 6 6' Ht. Min., B&B Full to Ground JT Syringe reticulata Japanese Lilac Tree 4 8' Ht., B&B 3 Stem Clump Min. PG Cornus alternifolia Pagoda Clump Dogwood 3 6' Ht. Min., B&B Clump Form RS Malus'Red Splendor' Red Splendor Flowering0 Crabapple SE 2" Cal., B&B Straight Trunk, No V -Crotch SN Malus x'Spring Snow' Spring Snow Crabapple 2 2" Cal., B&B Straight Trunk, No V -Crotch SV A. grandifolia 'Autumn Brilliance' Serviceberry Clump 0 8' Ht., B&B 3 Stem Clump Min. TH Crataegus crus-galli var. nermis Thornless Hawthorn Clump 0 6' Ht. Min., B&B Clump Form UJ Juniperus chinensis 'Hollywood' Upright Juniper 0 6' Ht. Min., B&B LARGE SHRUBS AC Ribes alpinum Alpine currant 64 5 Gal. 24" Ht. Min. AW Spirea bumalda 'Anthony Waterer Anthony Waterer Spirea 83 5 Gal. 24" Ht. Min. BB Euonymus alata Burning Bush 43 7 Gal. 36" Ht. Min. BH Diervilla lonicera Bush Honeysuckle 0 5 Gal. 24" Ht. Min. CE Diervilla lonicera Cotoneaster Lucidus 12 5 Gal. 24" Ht. Min. DK Syringa meyeri 'Palabin' Dwarf Korean Lilac 105 5 Gal. 24" Ht. Min. GL Rhus aromatica'Grow-Low' Grow Low Sumac 0 5 Gal. 18" Ht. Min. ID Cornus sercicea'Isanti' Isanti Dogwood 18 5 Gal. 24" Ht. Min. JC Juniperus chinensis 'Sea Green' Sea Green Juniper 69 7 Gal. 36" HL Min. MJ Juniperus scopulorum 'Medora' Medora Juniper 31 B&B 6' Ht. Min. SJ Juniperus sabina 'Scandia' Scandia Juniper 64 5 Gal. NF Spirea japonica Neon Flash' Neon Flash Spirea 0 5 Gal. 24" Ht. Min. RP Weigela florida 'Red Prince' Red Prince Weigela 0 5 Gal. 24" Ht. Min. TG Thuja occidentalis 'Techny Globe' Techny Globe Arborvitae 0 5 Gal. 24" Ht. Min. General Notes 1. All landscaped planting areas, excluding turf areas and areas of river rock shall be mulched with a minimum of 3411 shredded hardwood mulch. 2. All landscape areas shall receive a minimum of 6" of finely graded topsoil. 3. All landscape areas shall be permanently irrigated. Irrigation shall be design -build to meet all city requirements. 4. Steel landscape edging is to be used on all landscape beds abutting sodded areas as indicated on plan. A trench edge is to be used where steel edging is not specified. Soddina Notes 1. All areas to be sodded as indicated on plan shall be sodded with Turf -Type Tall Fescue. 2. The entire surface to be sodded shall be reasonably smooth and free from stones, roots and other debris. 3. Sod shall be carefully placed. Sod strips shall be butted together but not overlapped with the seams staggered on each row. 4. The sod shall be thoroughly watered immediately after placement. NOT US RUBBER HOSE (ABOVE FIRST MAIN BRANCH) 12 GAGE GALV. WIRE 411 4" MULCH t1REE BALL N. 1.S, &II DEPTH GRAVEL V2"-%" 4" PVC W/ CAP FILTER FABRIC 6' "T1, STEEL POLE 6� TREE STAKING AND PLANTING UP TO 3" CALIPER, 30 GALLON AND SMALLER N.T.S. TREE RING 6' 'T11 POLE - 12 GAUGE WIRE ROOT BALL RUBBER HOSE — TREE TR" TREE STAKING LA�r'OUT 111 TO 411 CALIPER TREE (20 GALLONS) N.T.S, 1\' MIN 2' A/C UNIT PLANT SHRUB 18" AWAY FROM A/C UNIT OR BUILDING 18" MIN DATION 1 6' — �— 1 y ANTING N.T.S. PLANT LOCATION GROUNDCOVER SHRUBS EDGE It ALLDSTEEL EDGE N N%I Z .Q -1 Q JU 0)+x O tu J Ou ZN LLIo 4CL LU �LU Z Q� 0 Z QO WQ O SPACING DIAGRAM REFERS TO ALL SPACING UNLESS OTHERWISE NOTED. _ANT SPACING DIAGRAM SHRUB OR GROUNDCOVER 4" MULCH LAYER SOIL MIX STEEL EDGE (SEE PLANS FOR LOCATION) GRAss 2� BED -PREP UJ/5 y BEVELED EDGE AT GRASSLINE GRASS PLANTING DETAILS SCALE: >"- 20=0" N.T,S, SHRUB OR GROUNDCOVER 4" MULCH LAYER SOIL MIX N.T.S. Z r� o C=> Z MW N Z Z> GV z UU C i U. LU w O� U v o a a � a rom PROJECT NAME CORP. HDQTRS. 1ST BLDG. CHANHASSEN, MINNESOTA • * 7M MEEKS DESIGN GROUP 1100 CENTENNIAL BLVD. #270 RICHARDSON, TE8A3 76081 (972)890-7474 FAX (972)890-7878 TITLE PLANTING DATE Os,L/0'r SCALE 1"= 20'-0" SHEET L2.03 ORNAMENTALSHRUBS BW Buxus'Green Velvet' Boxwood 5 5 Gal. 24" Ht. Min. DB Euonymus alatus Com actus' Dwarf Burning Bush 203 5 Gal. 24" Ht. Min. GS Spirea bulmaldi 'Goldmound' Goldmound Spirea 14 5 Gal. 24" Ht. Min. LP Spirea japonica 'Little Princess' Little Princess Spirea 104 5 Gal. 24" Ht. Min. ORNA MENTAL BF Festuca ovina Blue Fescue 109 1 gal. PLANT 18" O.C. FG Pennisetum alopecuroides 'Hameln' Fountain Grass'Hameln' 445 2 gal. PLANT 24" O.C. FR C. x acutiflora Karl Foerster' Feather Reed Grass 72 3 gal. PD Sporobolus heterolepis Prairie Drop Seed 0 3 Gal. MF Miscanthus sinensis 'Purpurascens' Miscanthus Flame Grass 66 3 gal. ML Miscanthus sinensis 'Morning Light' Maiden Grass'Moming Light' 33 5 gal. PERENNIALS PM Hemerocallis'Pardon Me' Pardon Me Daylilly 0 1 gal. PLANT 18" O.C. SD Hemerocallis 'Stella De Oro' Stella De Oro Daylilly 205 1 gal. PLANT 18" O.C. SB S. x superba'Mainacht' May Night Blue Salvia 112 1 gal. PLANT 18" O.C. RS Hosta'Royal Standard' Royal Standard Hosta 0 1 gal. PLANT 18" O.C. GROUNDCOVERS BJ Juniperus horizontalis 'Bar Harbor' Bar Harbor Juniper 14 1 gal. PLANT 12" O.C. SS Fescue Solid Sod 1,371 SQ FT. SC Seasonal Color 327 4" Pots Plant 9" o.c. SE Steel Edge 206 1/8" X 4" Install 1" above adjacent grade with stakes. Green color DG Decomposed Granite Franklin Red 00 SQ. FT. 1/2" - 3/4" RR Rainbow River Rock River Rock 00 SQ. FT. 3" - 6" General Notes 1. All landscaped planting areas, excluding turf areas and areas of river rock shall be mulched with a minimum of 3411 shredded hardwood mulch. 2. All landscape areas shall receive a minimum of 6" of finely graded topsoil. 3. All landscape areas shall be permanently irrigated. Irrigation shall be design -build to meet all city requirements. 4. Steel landscape edging is to be used on all landscape beds abutting sodded areas as indicated on plan. A trench edge is to be used where steel edging is not specified. Soddina Notes 1. All areas to be sodded as indicated on plan shall be sodded with Turf -Type Tall Fescue. 2. The entire surface to be sodded shall be reasonably smooth and free from stones, roots and other debris. 3. Sod shall be carefully placed. Sod strips shall be butted together but not overlapped with the seams staggered on each row. 4. The sod shall be thoroughly watered immediately after placement. NOT US RUBBER HOSE (ABOVE FIRST MAIN BRANCH) 12 GAGE GALV. WIRE 411 4" MULCH t1REE BALL N. 1.S, &II DEPTH GRAVEL V2"-%" 4" PVC W/ CAP FILTER FABRIC 6' "T1, STEEL POLE 6� TREE STAKING AND PLANTING UP TO 3" CALIPER, 30 GALLON AND SMALLER N.T.S. TREE RING 6' 'T11 POLE - 12 GAUGE WIRE ROOT BALL RUBBER HOSE — TREE TR" TREE STAKING LA�r'OUT 111 TO 411 CALIPER TREE (20 GALLONS) N.T.S, 1\' MIN 2' A/C UNIT PLANT SHRUB 18" AWAY FROM A/C UNIT OR BUILDING 18" MIN DATION 1 6' — �— 1 y ANTING N.T.S. PLANT LOCATION GROUNDCOVER SHRUBS EDGE It ALLDSTEEL EDGE N N%I Z .Q -1 Q JU 0)+x O tu J Ou ZN LLIo 4CL LU �LU Z Q� 0 Z QO WQ O SPACING DIAGRAM REFERS TO ALL SPACING UNLESS OTHERWISE NOTED. _ANT SPACING DIAGRAM SHRUB OR GROUNDCOVER 4" MULCH LAYER SOIL MIX STEEL EDGE (SEE PLANS FOR LOCATION) GRAss 2� BED -PREP UJ/5 y BEVELED EDGE AT GRASSLINE GRASS PLANTING DETAILS SCALE: >"- 20=0" N.T,S, SHRUB OR GROUNDCOVER 4" MULCH LAYER SOIL MIX N.T.S. Z r� o C=> Z MW N Z Z> GV z UU C i U. LU w O� U v o a a � a rom PROJECT NAME CORP. HDQTRS. 1ST BLDG. CHANHASSEN, MINNESOTA • * 7M MEEKS DESIGN GROUP 1100 CENTENNIAL BLVD. #270 RICHARDSON, TE8A3 76081 (972)890-7474 FAX (972)890-7878 TITLE PLANTING DATE Os,L/0'r SCALE 1"= 20'-0" SHEET L2.03 1 .� �� r �sf �. �' 0 -VI AN law_ $T,D. ARCHITECTURAL FEATURE EL. 152'-6" ♦ T.O. PARAPET EL. 144'-m" $T.O. ROOF EL. 140-1-m" F� IRST FLOOR - EL�Imm'-m"- T.O. ARCHITECTURAL FEATURE EL. 152'-6" T.O. PARAPET EL. 144'-m" T.O. ROOF EL. 1401-'" F� IRST FLOOR ELS. 10-0-1-m" FRONT ELEVATION ]BL" • M REAR ELEVATION \ - / 3132"=F-0" T.O. ARCHITECTURAL FEATURE �/ EL. 152'-6" T.O. PARAPET EL. 144' -m" T -0 - ROOF V EL. 140-'-m" 3 FRONT ELEVATION 3132"=1'.0" m m u m Q ANODIZED ALUMINUM ANODIZED ALUMINUM SIGNAGE 110 SQ' ACCENT FIGURES I-Fo-rNasS. 00000c 0 �7 ITI MINION. I ii it ii it L_J T/'1 A=/` IT=/ TII=AI ==ATII== AXTATT VA•rn mnn. ACCENT BAND TYP. ANODIZED ALUMINUM WINDOW MULLIONS TYP, RED FIELD BRICK LIGHT FIXTURE TYPICAL TAN LEDGESTONE REAR ELEVATION 4 3132"=1'a0" ii ii ii ii L_J ?NT BAND TYP. 4LUMINUM ULLIONS TYP. 3RICK STONE TE: CHANHASSEN, MN LIFE TIME FITNESS [-F 4�UU"l�ELEVATIONS -CORPORATE OFFICE A (B SIMILAR) APPROVEDD E. ] 19/19 TSO. SKYLIGHT EL. 1515T -0 1/411" ROOF TOP UNIT TAN LEDGESTONE TAN FIELD BRICK TRANSLUCENT SKYLIGHT — r.o. PARAPET ANODIZED ALUMINUM ANODIZED ALUMINUM ANODIZED ALUMINUM E.LES, ACCENT BAND TYP. ACCENT FIGURES WINDOW MULLIONS TYP. SIGNAGE 110 SQ' EL. 142'-0" T� O. PA RAPET EL. PARAPET VEL.TSO. —1381_811 o--a—�,-='u=----�- - ---- O O O O O O O 0- :770 O O O O O O O 1 o� E�SECOND FLOOR L. 114 - I I 0 0 0 0 ®� 0 0 0 0 0 ... .... -7-1 1 ivi F -T -1i F -7-1i 1 1 7k� IV 211.611 v 7-T-ilv� 7T7i i __T_I i if -7-1 ivi i _T_ -7 '1 CRU Tf 'T Ll LL_. _EEF j Ll tF IF I LLLL LLJ LE L J LE I IRST FL �OR �'- _ �- 4>. 1 M � 1-00 0 42'-2" 355'-10" East Elevation i 3/3211= 1,-011 TAN LEDGESTONE TAN FIELD BRICK ROOF TOP UNIT ELF.S. ACCENT BAND TYP. ANODIZED ALUMINUM TRANSLUCENT SKY LIGHT E.I.F.S. ACCENT CORNICE WINDOW MULLIONS TYP .� GROUND ILLUMINATED ANODIZED ALUMINUM CHANNEL LETTERS SIGNAGE= 40 SQ O. PARAPET �.` EL Id2'-0" TAN LEDGESTONE -� = O. PARAPET - EL. e e 1 1 '71 8 n N Ste, _ DI f 21_011 101_m11 01_011 f Monument Sign NOTE: SIGNAGE TYP BOTH SIDES 5 3/8" 1'.0" IT,] Fd, IRST FLOORF ELS. 100'-0" 220'-4" South Elevation 2 3/32" = F-0" TRANSLUCENT SKY LIGHT TAN FIELD BRICK E.LF:S. ACCENT BAND TYP.ALUMINUM ANODIZED ALUMINUM PROJECTION TAN LEDGESTONE ACCENT FIGURESTYP WINDOW MULLIONS SIGNAGE 0 SQ s. 1 TANLEDGESTONE ROOFTOP UNIT 9- r li T.O. PARAPET EL. id2 0 T.O. PARAPET — Pool Fence °- -- ---8 6 ® ES B 1/4" = F-0,1 STEEL GATE WITH SOLID METAL pr 1 T We ! i SCREENING • PAINTED GREEN S�OND FLOOR I� "2 TAN LEDGESTONE ii I F*271_00 _I _5T FLOOR YEL.10-0'-0" 23'-0" North Elevation Exterior Trash Enclosure 3/32" F-011 % 1/4" 1'-0" E.I.F,S. ACCENT BAND TYP, TAN LEDGESTONE TAN FIELD BRICK --- 24" PROJECTION ANODIZED ALUMINUM ANODIZED ALUMINUM ROOF TOP UNIT TYP. WINDOW MULLIONS TYP. ACCENT FIGURES .O. PARAPET EL. O O 0 O SECOND FLOOR E_ 111 _• j`:_ i _"-i' r '—.:_ i31_` �.'.J` 1.. L - r -rt "—tF ice}'-Y—{i--• '`i�'_ W _ �y�-[� ry /� {�1 �FIRST —FLOOR LY TGGL L 100,-011 I0 398'-0" West Elevation ,�� � 3!3211= 11.011 DATE: MN LIFE TIME FITNESS CITV OF CHANHASSEN RECECHANHASSEN, 8/31/04 RAWNBY: EXTERIOR ELEVATIONS SEP 012E2004 NJH PLANNING DEPT 19CHANHASSEN ARCHITECTURAL FEATURE EL. 152'-6" T.O. PARAPET EL. 144'-0" T.O. R14OOF EL. O-%" F$ IR3T FLOOR ELS. 100'-0" bT.O. ARCHITECTURAL FEATURE EL. 152'-6" T -0.2 .O. PARAPET EL. 144'-0" $ T.O. ROOF EL. 140'-0" F� _ IRST FLOOR YEL100'-0" �F- ANODIZED ALUMINUM SIGNAGE 110 SQ' ANODIZED ALUMINUM ACCENT FIGURES E.I.F.S. ACCENT BAND TYP. ANODIZED ALUMINUM WINDOW MULLIONS TYP. % TAN FIELD BRICK I II II II II I II II II II II II L—J WARCHITECTURAL FEATURE EL. 152-6" $T.O. PARAPET EL. 144'-0" $ T.O. ROOF EL. 140'-0" 0 ■e .. oil �111 =111 �� II II II II II II II L -J L -J Y32" =1' 0" 1T!) AQr-WITFr-T1IIPAl FFdTllf?F A%T^MgrT 1i TTA mn TA �I II II II II II II II ---------------------- ---------------- ---------------------------- --------------- ---------------- --------------------------------------------------------------------------------------------- ------------------------------------- � L—J J 4 ENT BAND TYP. ALUMINUM ULLIONS TYP. BRICK STONE CITY OF CHANHASSEN RECEIVED SEP 0 2 2004 CHANHASSEN PLANNING DEPT CHANHASSEN, MN LIFE TIME FITNESS_ i I SI r � I 14;i � i ELEVATIONS -CORPORATE OFFICE A (B SIMILAR) DATE: NJH 19/19 r,T.O. ARCHITECTURAL FEATURE EL. 152'-6" $r.o. PARAPET EL. 144'-0" T.O. ROOF VEL. 140'-0" F4 IR 1 FLOOR VEL.100'-0" c:u1 rr T.O. ARCHITECTURAL FEATURE EL. 152'-ro" T.O. PARAPET EL. Id4'-0" T -0-7 .O. ROOF EL. Ido' -0" F -VE -IL, IRST FLOOR EL. 100' -0" - IitL.0. ARCHITECTURAL FEATURE EL. I5 111111 liiui■i IN 11111- 111111 4111111 1111111 IN i]IN i --F 111111 11,0111119, REAR ELEVATIOV m 1 ME 1172'=1'-0' F� EL. 1Oi ATO. ARCHITECTURAL FEATURE EL. 152'-6" bT.O. ET EL. 144' 0" $T-0. ROOF ---�-- v EL. 140'-0" 4 ANODIZED ALUMINUM SIGNAGE 110 SQ' ANODIZED ALUMINUM ACCENT FIGURES REARELEVATION ----------------------------------------------------------------------------- CK E TYPICAL )NE E,IF,S, ACCENT BAND TYP. ANODIZED ALUMINUM WINDOW MULLIONS TYP, TAN FIELD BRICK TAN LEDGESTONE CITY OF RECEIVED SSEN SEP 0 2 2004 CHANHASSEN PLANNING DEPT CHANHASSEN, MN LIFE TIME FITNESS �57 L I I I ELEVATIONS -CORPORATE OFFICE A (B SIMILAR) 8/31/04 19/19 "��` L CHANHASSEN, MN STATE HIGHWAY N0. 5 f I � (` / I t{ f !I I 1 ' _—_--�/ . 1 77!n I I PROJECT LOCATION 1 ... ....... ... Wlo°.J, ,. `° I iI2 1ti I K7 ykF 3 d , {I F S yS'_f i OFFICE BUILDING 2 I 1 044* OFFICE BUILDING 1 ZEE i 0 I p.w 6 i I i I d r 15115es"C WAYiIM t I Li 4W &V Ii 11?, SE THRE I p II i ' I -...-..-. wa1r _1afttr t { R w PHASE TWO PHASE ONE m = PHASE THRE _ — eaT {e � P — — — — — — _ - __—_ toodid r IPHASE ONE _ i sE = ^"`";. F. s — 1 / $f 18 " sem., . ..-.._ eta .. II _ ;Y: ;/ LOCA I SON MAP - I _ _ N.T.S LIFETUYIE ❑ i SHEET INDEX NO. — ❑ / ❑ C-1 COVER SHEET 1/19 i! — I / C-2 EXISTING I CONDITIONS SURVEY 2 19 i C-3 SITE PLAN 3/19 U I I I I I I I I I j I I I I 111; C-4 GRADING & EROSION CONTROL 4/19 I C -4A GRADING PLAN — EARTHWORK INFORMATION 5/19 CD CD I --------------- C 4B GRADING & EROSION CONTROL I ! NORTH DETAILS 6/19 N.T.S.CLJ --_ _.. _._-- TS C-5 UTILITY PLAN 7/19 m C -5A UTILITY TABU! ATION SHEETS 8/19 C-6 DETAILS 9/19 U CITYOFCSEN— 10/19 RECEIVED CD C-8 DETAILS 1 1/19 JUL 2 9 2004 C-9 DETAILS 12/19 CHANHASSEN PLANNING DEPT S- CC -10 LANDSCAPE PLAN 13/19 n `143PY C DEVELOPER ENGINEER LANDSCAPE ARCHITECT C-11 M0NUMENT S N DETAILS 14/ 19 Community DweIGPT- �- Dem N LIFETIME FITNESS INC. CLARK WICKLUND, PE MARK KRONBECK, ASLA C-12 PHOTOMETRIC PLAN 15/19 Ln CITY WEST PARKWAY ALLIANT ENGINEERING, INC. ALLIANT ENGINEERING, INC. A-1 FIRST FLOOR PLANS 16/19 ti� '`� C SUITE 100 233 PARK AVENUE SOUTH 233 PARK AVENUE SOUTH Off' EDEN PRAIRIE, MN 55344 SUITE 200 SUITE 200 A-2 SECOND FLOOR PLANS 17/19 ti�i����P`. vx PH 952-947-0000 MINNEAPOLIS, MN 55415 MINNEAPOLIS, MN 55415 4 � �yG o FX 952-947-0797 PH 6127583080 PH 612-758-3080 A-3 FITNESS CENTER ELEVATIONS 18/19 �Q� ®�a5�¢ N FX 612-758-3099 FX 612-758-3099 A-4 OFFICE BUILDING ELEVATIONS 19/19 �' -P v 4- J C I hereby certify that this plan, specification orLIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS I REVISIONS DRAWN report was prepared by me or under my direct BY DE ALLIANT supervision and that I am a duly registered TIME 7/28/04 — CITY REVIEW COMMENTS ENGINEER under the laws of the STATE HIGHWAYS 41 & 5 CHECKED BY CW ENGINEERING State of MINNESOTA CHANHASSEN, MINNESOTA I N C 0 R P 0 RAT E D 233 PARK AVENUE SOUTH Ica, DATE ISSUED 6-18-04 CM1 £ 6 SUITE 200 MINNEAPOLIS, MN 55415 (612)758-3080 6442 CITY WEST PARKWAY SCALE 1 "=60' Signature (612)758-3099 FAX EDEN PRAIRIE, MN 55344 3 PHONE: (612) COVER SHEET 04044 C5 Date Registration Number —979400 FAX: (952) 946-9794 JOB N0. SHEET ) OF 9 i Q E d 0 v 0 v 0 0 CU al (U 5 3 C 0 U v 14 - Nr 0 v i S to I c d c v N d S c d S U v vD 0 v LD In In LL N 0/ 4 J c d 0 n E C5 C C c 3 C L - •u.vLL ./ U, I1IHVIVLJV i! uL-r/-\I\ (IvICry I --- OF TRANSPORTATION RIGHT OF WWPLAT TI -10-06 STATE HIGHWAY NO. 5 I INV=979 /2 I u / 12" F/ ` RIM=9 2. 4 / INV= 1 AND PER DOC. NO.S T115101, & T112494 L3_----- - - ��E\ _E— ----------- ---- — ❑ DE — ❑E _. U===— — — — — — — — — — - '`— �i�-�❑E DE --BOE � C]1"--->-� _ . // WETLAND G W y1l1R•E DELINEATED D BY ALUANT\}— ENGINEERING, INC. / ---I \ r, --� -7S r �— 8730 9 8` d �- 3 ON APRIL 30, 2004 /�G [�--- Zl �— 1 \ I\ \ ® \ 1 O ALLIANT ENGINEERING I N C O R P O R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MN 55415 612)75a-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, MN 55344 PHONE: (612) 947-0000 FAX: (952) 946-9794 LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS STATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA EXISTING CONDITIONS SURVEY / / / / 1 I I I I 1 \ r \ � 962.65(5) 962.68(E) PVC L1J L1J L1 L1_ I \\ I \ 1 \ 1 I I \\ I �- \I I I 1 RIM=967.16 \ INV - 961.05(N) G Q LL/ \ry / INV=960.80 961.18( 960.78 jl ATERMAI �>> VAUL I CERTIFICATION 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 plat 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 Measurements 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 driveway 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 • FOUND IRON PIPE 0 SET IRON PIPE HYDRANT S SANITARY SEWER MANHOLE a POWER POLE g WATER VALVE HAND HOLE (0 STORM SEWER MANHOLE -4-9 TRAFFIC LIGHT A LIGHT POLE 0 BORING ❑ CATCH BASIN 0' 40' 80' 120' SCALE IN FEET REVISIONS 7/28/04 - CITY REVIEW COMMENTS E UNDERGROUND ELECTRIC DE OVERHEAD ELECTRIC G GAS D CONTROLLED ACCESS >> STORM SEWER I WATERMAIN D SANITARY SEWER T - UNDERGROUND TELEPHONE NORTH DRAWN BY DE CHECKED BY CW DATE ISSUED 6-18-04 SCALE 1"=40' JOB NO. 04044 C-2 SHEET 2 OF 19 - � l A A LLJ 90,11 Z-_- - - - - \ \ 1 \ r \ \ 1 \ \\\ n J 1 Q w I -.w LL 0 1 O Li 0 Z / \ I I LnLi } =LD 36" RCP >> ' 11 / / 1 RN= - I casae INV= - rn �LD -----------------�� Q) -\\ I � I I I I I ®I \ o cfl o o \ � II I N I � /O� O ' 04 \\1 \. 1 N \\ p r _ c \ -990 r �O^O N89029'28"W 998.52 / I , ALLIANT ENGINEERING I N C O R P O R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MN 55415 612)75a-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, MN 55344 PHONE: (612) 947-0000 FAX: (952) 946-9794 LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS STATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA EXISTING CONDITIONS SURVEY / / / / 1 I I I I 1 \ r \ � 962.65(5) 962.68(E) PVC L1J L1J L1 L1_ I \\ I \ 1 \ 1 I I \\ I �- \I I I 1 RIM=967.16 \ INV - 961.05(N) G Q LL/ \ry / INV=960.80 961.18( 960.78 jl ATERMAI �>> VAUL I CERTIFICATION 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 plat 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 Measurements 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 driveway 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 • FOUND IRON PIPE 0 SET IRON PIPE HYDRANT S SANITARY SEWER MANHOLE a POWER POLE g WATER VALVE HAND HOLE (0 STORM SEWER MANHOLE -4-9 TRAFFIC LIGHT A LIGHT POLE 0 BORING ❑ CATCH BASIN 0' 40' 80' 120' SCALE IN FEET REVISIONS 7/28/04 - CITY REVIEW COMMENTS E UNDERGROUND ELECTRIC DE OVERHEAD ELECTRIC G GAS D CONTROLLED ACCESS >> STORM SEWER I WATERMAIN D SANITARY SEWER T - UNDERGROUND TELEPHONE NORTH DRAWN BY DE CHECKED BY CW DATE ISSUED 6-18-04 SCALE 1"=40' JOB NO. 04044 C-2 SHEET 2 OF 19 N IN L TO WETLAND STATE HIGHWAY NO. 5 - DELINEATION REPORT WETLAND N87'30' 29"E 682.07 DELINEATED BY ALLIANT ENGINEERING, INC.�� - - - - - --- -- / ON APRIL 30, 2004 - - - - --- --- - �PROPERTY - N88'41'05_E 393.36 - - - - _ - _ - _ - - - _ _ _ LINE _ N PROOF OF PARKING* LTF MONUMENT 8612 CURB & GUTTER � D FOOT - SIGN (SEE SHEET C-11) -1 i DRAINAGE AND I � i' / UTILITY EASEMENT - LIGHT FIXTURE �,• / DRAINAGE AND - (TYP..) (DIN / UTILITY EASEMENT LIGHT ! i o I I I I I i i ! tt kf t s ,L ".s z _ _ r f=-= 's`% F'� F"=f i T =..F L-1 J -i r -r I I I P i 61 le MODU // FIXTURE (TYP.) R3 t 1 f E i i ! I 1 i 4-t- 7 I s ! \\ ^ /j�� _ _ 50_PARKING SETBACK 5 I i t RETAIN a �Q BUILDINGISETBACK- -- - J - io a j a _- _- N N a ) - ( ) O I - 1 10• O 10 - 1 DRAIN 13.5 13.5 I 13• 5 F r 1 1 _ _. _ T 3170 SF UNDERGROUND LIGHT FIXTURE ~ Ld '00 IL F t Uj - WALL SIGN \�\ Y 170 SF PARKINGLLJ - WALL SIGN ENTRANCE (�•) W I to B612 CONCRETE I - 9' Q ITYP = \\� LO CURB & GUTTER ) 7 \� (TYP.) I I ' OFFICE BUILDING 2 . a� 13.5 13.5 2s' ,3'�181 13' 2s OFFICE BUILDING 1 I 0 100,000 SIF JAuj 100,000 SIF BICYCLE RACK o �'J (TVP.) I TRAFFIC --BICYCLE RACK ' _ I N 4 5' CONCRETE I a DIRECTIONAL (TYP-) 170 SF SIDEWALK (TYP.) N ARROWS (TYP.) 170 SF I 00 WALL SIGN 4 13.5' I ,3' g' 13' WALL SIGN O I I I BENCH-_ (71 I I o I /f C 13.5 ® - = BENCH l J� / I � ' I I 111_ � � �?• _ �!- ltS•• 1 r 7 I ! !� �i- Cil•• 0 _... _ BRICK PAVERS L= I - / / :.... 8 8' 8' 8 24' WIDE BITUMINOUS DRIVE ISLE FOR VEHICLE -..-.� - -. _. \ \ \ PLANS N I I - / -_-: "- `� --� \ �• (SEE ARCHITECTURAL 0CIRCULATION DURING PHASE 1. TO BE STRIPED ) BRICK PAVERS O 5Tt 18' 26' 9' 94' g' '," ;(SEE ARCHITECTURAL FOR PARKING IN FUTURE PHASES. $)-. ...:- ..._ I 7 94' 1 18' 26' 18' 16't r N N I ' 24' WIDE BITUMINOUS DRIVE-,,,R t7 I I ISLE FOR VEHICLE r'7 1 4 5 1 %4V 4 CIRCULATION DURING PHASE 1. O I TO BE STRIPED FOR I ` O I I - PARKING IN FUTURE PHASES. _ ' SITE PLAN NOTES: 1. REFER TO ARCHITECTURAL DRAWINGS FOR CONCRETE STOOPS ADJACENT TO PROPOSED BUILDING. _-. 2. CONTINUOUS CONCRETE CURB & GUTTER WHICH CHANGES TYPE SHALL HAVE A FIVE FOOT TRANSITION. 3. ALL EXISTING CURB CUTS TO BE REPLACED WITH CONCRETE CURB AND GUTTER EQUIVALENT TO THAT WHICH CURRENTLY EXISTS. 4. STRIPING SHALL BE 4 INCH WHITE PAINT. 5. ALL WORK WITHIN THE R.O.W. STALL COMPLY WITH THE CITY OF CHANHASSEN ENGINEERING DESIGN STANDARDS. 6. ALL CURB AND GUTTER TO BE CONCRETE B612 CURB UNLESS NOTED OTHERWISE, PER CITY STANDARDS. 7. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES, SUCH AS EXISTING LAR BLOCK GUTTER GRADES AT THE PROPOSED DRIVEWAYS, PRIOR TO THE START ING WALL OF SITE GRADING. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR VARIATIONS FROM THE PLANS. 8. REFER TO PHOTOMETRIC PLAN FOR LIGHT POLE LOCATIONS, FOOTCANDLE PRINT OUT AND SPECIFICATIONS. T 9. ALL RETAINING WALLS TO BE MODULAR BLOCK. AGE AND TY EASEMENT 10. CONSTRUCT PEDESTRIAN RAMPS AT ALL SIDEWALK/BITUMINOUS INTERFACE LOCATIONS. 31 TOTAL PEDESTRIAN RAMPS. 11. FINAL PLAT APPROVAL MUST BE OBTAINED PRIOR TO ISSUANCE OF ANY CONSTRUCTION PERMITS. 12. ALL BUILDINGS TO BE FULLY SPRINKLERED. 13 CONTRACTOR TO SUBMIT SIGNED & SEALED STRUCTURAL DRAWING & OBTAIN SEPARATE CONSTRUCTION PERMIT FOR ALL RETAINING WALL EXCEEDING 4' HEIGHT. DESIGN TO INCLUDE SAFETY FENCE. 14. PHASE II & III AREAS TO BE SEEDED TWO WEEKS AFTER GRADING IS COMPLETED. 15. LIGHT DUTY BITUMINOUS PAVEMENT SHALL BE 3" BITUMINOUS (2 LIFTS) OVER 9" CRUSHED AGGREGATE BASE. HEAVY DUTY BITUMINOUS SHALL BE 4" BITUMINOUS (2 LIFTS) OVER 10" CRUSHED AGGREGATE BASE. 16. CONTRACTOR TO CONTACT ED COPPERSMITH AT CITY OF CHANHASSEN DURING CONSTRUCTION FOR INSTRUCTION TO INSTALL "NO PARKING - FIRE LANE" SIGNS & YELLOW CURB PAINT AT HYDRANT LOCATIONS & NO PARKING ZONES. PHASING NOTES: PHASE 1: WORK TO CONSIST OF MASS GRADING AND EROSION CONTROL MEASURES FOR THE ENTIRE PROJECT SITE, CONSTRUCTION OF LIFETIME FITNESS HEALTH CLUB, APPROXIMATELY 660 ASSOCIATED PARKING STALLS, TEMPORARY PRESALES AREA, CLUB UTILITIES AND WATER MAIN LOOP, PHASE ONE STORM SEWER, ASSOCIATED LIGHT FIXTURES, MONUMENTS SIGNS, HIGHWAY 41 AND PHASE ONE LANDSCAPING AS DEPICTEDONLANDSCAPE PLAN. SEE SITE PLAN FOR PHASE ONE I PHASE THREE DELINEATt Ns. O UNDERGROUND :....''...'.'.'.'::.'.'.'.::::.'.'.... . .. .. " HA GRADES SURROUNDING FUTURE OFFICE BUILDINGS TO BE HELD DOWN z I 5 SE.:'ONE.:::::::::::::.:'::: ..: I PROPERTY TO ACCOUNT FOR FUTURE BUILDING EXCAVATION SPOILS. ... ...... ........................ ......................................................... ..... .. .......... .. '.'. .. EN TR PARKING .................. ..... . ....................... ........................ ................... ENTRANCE LINE :.'.'.'..... .'....:::.........:.'::.:'.'::.':::.':.':.'.'.'.'.":.'.'.'.'.'.'.'.'.'.'.'.':.'.'::.'.'.'.:'.":::::.':::.'::..t :. .. ... : •: 8618 CONCRETE PHASE 2: WORK TO CONSIST OF EXCAVATION OF UNDERGROUND 11 . ..... CURB & GUTTER PARKING/BUILDING FOOTPRINT AREA AND CONSTRUCTION OF BUILDING 1 II I - o b4 b4 b4 b4 b4 b4 b4 �4 (TW.) WITH ASSOCIATED PARKING FIELDS, NECESSARY UTILITY EXTENSIONS, 10 FOOT----_ - - CONSTRUCT ADJACENT LANDSCAPING AND LIGHTING. REFER TO PHASE TWO DRAINAGE AND I I 2.5 215, 5' CONC. PHASE 1 x _. I CENTER ISLAND DELJNEATION LIMITS ON SITE PLAN. SIDEWALK TYP. PARKING LIMITS UTILITY EASEMENT ` I W/ 6618 CURB I I II I O I Z PHASE THRIJ PHASE ONE < II I = MODULAR BLOCK 0 RETAINING WALL I I 7 j- LLJ 13 I r 51't 18' 26' 18' 18' N � I I - CHECKED BY O �I I N N 79'f I I 18' 26' 18' 18' 04044 � M I I 1 Z - I m V1 w � I O zI Y cz 9 zofI a o_I mI nI of LANDSCAPED PROPERTY I PARKING ISLAND V Q /1 LINE (TYP.) I I / I I LIGHT FIXTURE (TYP.) at O - CHECKED BY O DATE ISSUED 6-18-04 N N 79'f I I 18' 26' 18' 18' 04044 L0 N I I LIGHT FIXTURE- O TYP. 0I LANDSCAPED PARKING ISLAND I I (TYP.) II III JI I ALLIANT ENGINEERING I N C O R P O R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MN 55415 612)758-3080 612)758-3099 FAX 26' 1 a --� a 07 M1 26' 1 i 4, WHITE & GUTTER PHASE 3: WORK TO CONSIST OF EXCAVATION OF UNDERGROUND STRIPING x PHASE TVA TIE INTO PARKING/BUILDING FOOTPRINT AREA AND CONSTRUCTION OF BUILDING 2 (TYP-)O° BRICK PAVERS - - - EXISTING SIDEWALK WITH ASSOCIATED PARKING FIELDS, NECESSARY UTILITY EXTENSIONS, (SEE ARCHITECURPHASE SINE S89'31'52"E ADJACENT LANDSCAPING AND LIGHTING. REFER TO PHASE THREE PL NS)r'' ij' -c DELINEATION LIMITS ON SITE PLAN. x / 2.6il *PROOF OF PARKING NOT INCLUDED IN PARKING SUMMARY C='0 o COUNT. PROOF OF PARKING AREAS INCLUDED IN OVERALL --%70.00 S00'18 42 W PERVIOUS/IMPERVIOUS CALCULATIONS. - -LANDSCAPED -� . r; •^ - _ a _- -__. _ ..- - nn �• PARKING ISLAND (TYP.) `� 4 N V X20 I Q I LEGAL DESCRIPTION' OUTLOT A ARBORETUM BUSINESS PARK 4TH ADDITION CARVER S89'0.35 E COUNTY, MINNESOTA. - s-; C� 16 6 © s © © 6 s 6 � I O © © 6 © © © 6 © 6 © © \ � TEMPORARY - SITE LEGEND TEMPORARY PRESALE CHAIN-LINK 8612 CURB AND GUTTER 26' 18 5 26' S 5 18' 26' FFfCE TRAILER FENCETF L=291.41 MONUMENT REMOVE EXI511fJG _ ARY PA �, I, � � PHASE LIMffS ---SIGN (SEE R=60.00 -- STALLS �3r / PAVEMENT I a TRAFFIC FLOW nn LIGHT IGHT FIXTURE SHEET C-11 5it V Q FIXTURE (TYP.) (TYP.) A=278'16 0 0 / VEMEN o 0 0 O /� / ■►� LIGHT FIXTURE 6) a WALL MOUNTED LIGHT FIXTURE �.. - STRIPE & G] -... 10 FOOT � 5' CONCRETE c'Ov MARK ADA 4" WHITE io TRAFFIC a DRAINAGE AND BENCH BENCH 2 - - EXISTING PROPERTY LINE SIDEWALK (NP.) _ _ (TYP-) (�) PARKING (TYP.) [`� STRIPING (TYP.) N DIRECTIONAL _� UTILITY EASEMENT _9' ARROWS (TYP.) 11 O ® ,' ( ) - / / CONTRACTOR TO �:.. CONCRETE PAVEMENT c -i "Q 'Q - r': 1 LLbc, BITUMINOUS ® / / OBTAIN,'� ENCROACHMENT PAVEMENT PER CITY -- IIIIIIIII !. HASSEN In DETAIL PLATE 5021 4.+,' EASEMENT WORK TEMPORARY PRESALE AREA WITHIN R.O.W.W. :Y. IIIIIIIIII 15' LANDSCAPING ORNAMENTAL --SCORED AREA FENCE '' / pi, (SEERETE ARCHITECTURAL) - RETAINING WALL ULAR BLOCKd � _ BICYCLE RACK ( CONCRETE PAVEMENT Z4' BITUMINOUS DRIVE ISLE. 170 SF (TYP.) FOR MOTORCYCLE 13 / ag �4h - / FOR INTERIM VEHICLE CIRCULATION N IGN REFER WALL STO PARKING (TYP.) ❑ IU7 Q / / HEAVY DUTY BITUMINOUS L °t -- ARCHITECTURALS6,` (ALL OTHER PAVEMENT TO BE i w LIGHT Y c O° POOL AREA FIXTURE (TYP.) LIGHT DUTY AS DETAILED IN NOTE SITE DATA: �, (, ❑ 33,000 SF / 15 ABOVE) µ POOL AREA (SEE // M ;N ZONING T Y ARCHITECTURAL) -WALL MOUNTED LIGHT ®` -� / /N PUD LIGHT INDUSTRIAL PARK LIFETIME -EFIXTURE (TYP.) o ® 11 E a -;kBR BUILDINGS GREEN SPACE (ACRES) { FITNESS CENTER 108,900 SF .. ao REQUIRED 30.0% 108,900 SF ❑ B612 CONCRETE / `1 POO!_ ENCLOSURE AREA 33.000 SF PROPOSED (6.71/22.182) 30.2% GUTTER CURB & GUTTER OFFICE BUILDING 1 100,000 SF ElOFFICE BUILDING 2 100,000 SF PARKING DATA MODULAR BLOCK TOTAL 341,900 SF REQUIRED: 1: PERMITTED PROPOSED FITNESS CENTER: 18' 26' 18' 18' RETAINING WALL / 20 + 108,900/500 (BLDG) + Is 120 SF 3g6• BUILDING HEIGHT: o' 12' S 18' 2s' 1e 13 / FITNESS CENTER 40 LF 33 LF 33,000 500 (POOL) _ WALL SIGN Jr OFFICE BUILDING 1 40 LF 40 LF 20 + 218 + 66 = 304 SPACES REFER TO ARCHITECTURALS BISTRO OFFICE BUILDING 2 40 LF 40 LF OFFICE BUILDING: 11 / 000 SF 4/1 000 FOR 2nd 5000 FOR 1st 0 000 SF TOT = Job 4^ © / LOT AREA 3/1,000 THEREAFTER = 750 SPACES LOTo ® T 19 // C -0--S AREA 22.182 ACRES TOTAL REO'D 1,054 SPACES TTFFF1FFm / BUILDABLE AREA 18.832 ACRES PROPOSED PARKING: • / STANDARD SPACES 1088 SPACES TRAFFIC a LOADING TRASH ELECTRIC a LANDSCAPING / FLOOR AREA RATIO HANDICAP SPACES 22 SPACES► DIRECTION�AL��� [�•i DOCK ENCLOSURE TRANSFORMER io AREA ARROWS(TYP.) N ;, (7.849/22.182) 35.38% / UNDERGROUND SPACES 100 SPACES / TOTAL PROPOSED 1,210 SPACES 6612 CONCRETE SIGNAGE DATA PHASE 1 PARKING = 716 SPACES CURB & GUTTER 5 FOOT/ MONUMENT SIGNAGE: PERMITTED PROPOSED DRAINAGE AND PROPERTY (TYP-) UTILITY EASEMENT MONUMENT SIGNS 2 2 * ADA MINIMUM REQUIREMENTS = 20 _ _ MONUMENT SIGN AREA 160 SF 160 SF ACCESSIBLE SPACES FOR A PARKING LOT WITH - - - -- _ _ _ _ - - - _ _ - _ _ - _ _ - - - - - �J 1,000 SPACES + 1 HC STALL FOR EVERY 100 N89'2912811W 998.52 WALL SIGNAGE (PER SIGN): PERMITTED PROPOSED SPACES OVER 1,000 = 22 HC STALLS. �! LIFETIME FITNESS 240 SF 170 SF k------- OFFICE BUILDING 1 240 SF 170 SF �' 4�' 8�' 12�' OFFICE BUILDING 2 240 SF 170 SF SCALE IN FEET NORTH 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 11111111 Registration Number 11111 6442 CITY WEST PARKWAY EDEN PRAIRIE, MN 55344 PHONE: (612) 947-0000 FAX: (952) 946-9794 LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS STATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA SITE PLAN REVISIONS 7/28/04 - CITY REVIEW COMMENTS DRAWN BY DE CHECKED BY CW DATE ISSUED 6-18-04 SCALE 1"=40' JOB NO. 04044 C-3 SHEET 3 OF 19 a s Cj a v / s L C C 6 / c a, In In a -C c d S U v 0 v 0 / to Ln r_ v E _T_ v J c d 0 / N E 6 c O c_ 3 6 L F:1 EROSION AND SEDIMENT CONTROL --- - -- • _ - - - MAINTENANCE PROGRAM --�fi1�TE HIGHWAY N0, _ _ _ - _ - - - - - -- 1. INSPECT SILT FENCES IMMEDIATELY AFTER EACH RAINFALL AND AND AT LEAST DAILY -- --- ------ ----- --- -- - - - - - - - - - - DURING PROLONGED RAINFALL. IMMEDIATELY REPAIR FAILED OR FAILING SILT FENCE ----- - -- _. _. _' - .. __,': / � SILT FENCE �-- 2. REPLACEMENT -FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR 1 BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. / WETLAND / 1 / - - - - - - J� 3. SEDIMENT REMOVAL -SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM DELINEATED BY ALLIANT ENGINEERING, INC. - \ _ _97� / ON APRIL 30, 2004 /� 1 SILT FENCE t\ ��/ \� I --- -- 8 �i EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE / i 1 _ - - - -- 980 HEIGHT OF THE BARRIER. Ell �` 982 TOW 977.5 984 I BOW 976 4. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO 986 I I LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING GRADE, PREPARED, 988 TOW 978 AND SEEDED WITH THE APPROPRIATE SEED MIX, AS DIRECTED BY THE ENGINEER. g96 gg$ �1000� �100� \ 8 �\ 990 990 (BOW 976 \ SILT --FENCE* 92 �i g96 _.. 1 5. REMOVAL OF SILT FENCE - SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED I / _ / gq �• \ THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPWARD SLOPING AREA HAS BEEN 1 - - - - - \ \� _ - - - - PERMANENTLY STABILIZED. IF THE UPWARD SLOPING AREA IS TO BE EXPOSED LONGER 1 - THAT AREA SHALL BE COVERED WITH TEMPORARY VEGETATION 1 // 994.7 �rn`y � � � �� 996. � \ , _ � � �' � ^ \ \ WHEN FIRST )EXPOSED. 1 I _ _ - - _ � \ \ 9 34.3 q�� I TOW 984 50' WETLAND..- .. 995.0 RIM � ��O 9 i 11 SETBACK RIM / cl CP 994.5 993.5 �C 994.2 `plll�\ 80 BOW 972 6. STREET SWEEPING SHALL BE PERFORMED IF SEDIMENT COLLECTS ON STREETS. 993fY i i _ .-- ♦ DD 7 APPLY PERMANENT SEED MIX TO ALL ROUGH GRADED AREAS INSTALL TYPE 2, HEAVY DUTY, SILT FENCE IN NORTHWEST CORNER OF SITE 994.1 _ ADJACENT TO WETLANDS. ALL OTHER SILT FENCE TO BE TYPE 1 94.2 995.1 o _. i J I EROSION CONTROL SCHEDULE 993.5 _ - ;, , _ 993.0 rn \� SILT FENCE a o> 6� 1. EROSION CONTROLS SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF GRADING _ I RIM OPERATIONS & BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. OFFICE BUILDING 2 86-9 � � I I DID_ QFFICE BU16©JNG 1 If I 2 IMMEDIATELY FOLLOWING GRADING OF SIDE SLOPES, WOOD FIBER BLANKET OR OTHER FIFE 996.0 _� 1 FFE 987.0 / I I SLOPE STABILIZING METHOD APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED GFE 986.0 9 GFE-97-7.0 I SEED MIXTURE AND A MINIMUM OF 4" TOPSOIL. SLOPES GREATER THAN 3:1 SHALL \ I _ HP - - I BE COVERED BY WOOD FIBER BLANKET. 1 INLET IM - - 993.0 RIM RIM \ 995.6 RIM 1 PROT�gTIO 94.5 993.5 989.3 985.5 3. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED 995.1-- - _ 995.0 993.0 ! 1 Ir \\ IN GOOD CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN RE VEGETATED. •) 994: 994.1 94 6 \ �� - - - I 881.3 /I CONTRACTOR MAY REMOVE NECESSARY SILT FENCING/FILTERS TO CONSTRUCT ROADWAYS, - - - 986.7 \ Fn 925.6 986• - - ! +' g2 / �� WHILE MAINTAINING ADEQUATE EROSION CONTROL IN ADJACENT AREA. ' \995.1 - ,_ _ 995.0 - T D - r - - I \� T 4. SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT DO 994.5 6-601 b �i- �i- b 1 I D I h5• � � 11 I I I TOW 981.8 OF 4" OF TOPSOIL FOR DISTURBED AREAS TO BE RE -VEGETATED. I BOW 97 .0 , -' • I I - \\ �` } I I I I ��- 5. THE CONTRACTOR SHALL SCHEDULE SITE GRADING, UTILITY INSTALLATION AND ROADWAY \\ \\ 994.8 I 994:8 994.1 1 i go �4� v i 986.5 986.5 CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE -SEEDED SOON \ I I AFTER DISTURBANCE. AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC \\ I 1 1 \ SHALL BE SEEDED AND MULCHED OR SODDED WITHIN TWO (2) WEEKS OF GRADING COMPLETION. 6. THE GRASSES UTILIZED IN THE SEED AND SOD AREAS SHALL BE OF A SHADE TOLERANT 995. 995.0 TYPE APPROVED BY THE MINNESOTA DEPARTMENT OF TRANSPORTATION. / \\ g0 995.1'RIM ` 994.5 1 1 TOW 979 7. FOLLOWING CONSTRUCTION OF CATCH BASINS INLET PROTECTION AND SILT FENCE SHALL BE l ` 994.2 `I: ' • I I 1 977.5 977.7 _BOW 972 PLACED WHERE SHOWN TO LIMIT SILTATION LEADING TO THE SEDIMENT PONDS. THESE 977.0 1977.2 MEASURES SHALL REMAIN IN PLACE UNTIL PLACEMENT OF BITUMINOUS COURSE. THE RIM TOYS g/g___ CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL SEDIMENT AND DEBRIS co 1 / 977.8 BOW 976 ENTERING THE STORM SEWER UPON COMPLETION OF THE PROJECT. I I - DD- I / c' S. ALL ROUGH GRADED AREAS OF PHASE II & III SHALL BE SEEDED AFTER COMPLETION - 995.5 OF GRADING. 995.0 Z INLET 1 / 1 \ / ^(a GRADING NOTES 1 RIM PROTECTION 1 / I / 977.0 1, . 0) RIM cl \ p1- p (T�') 1 1 \ ��` ,/ / / PROTECT EXISTING 1 THE CONTRACTOR SHALL KEEP ADJACENT ROADWAY FREE OF 992'4 1 RIM 1 RIM 1 \ / CB WITH FILTER DEBRIS AND PREVENT OFF SITE TRACKING OF SOIL. RIM \� / / BARRIER PER CITY 994. IRM 1 989.6 I 9 8.0 I 988.5 1 8 / 1 /I 994• h 1 I �� 1 9 / r, DETAIL 5302A 2. SURVEYOR TO VERIFY BENCHMARK ELEVATION PRIOR TO START OF CONSTRUCTION. Z 1 9 Q. 1 _ -- 3. NOTIFY GOPHER STATE ONE CALL 48 HOURS PRIOR TO START OF CONSTRUCTION. 4. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL DD 1\ DD I 988.5 989.0 RIM _.� / RIM CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. - - •- - �- - - �� - - - - - DD 985.0 .. _ - DID / 981.6 -----�------------�_- -r-- -ID-----�+�0 ...---- 1 991 5 - / ---- --- j -- -'" L------ -- �."- ---- ----- 5. RETAINING WALL TO BE MODULAR BLOCK. _ TOW 999 I pro p� 991.0 / f - �� BM 21 ly - -- BOW 998 ;I p I pI /g9p I } RIM - 6. STRIP TOPSOIL PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILEON SITE. _• ti 985' 7. REFER TO SITE DESIGN CRITERIASECTIONIOF PROJECT MANUAL FOR ADDITIONAL REQUIREMENTS. LLJ�:RIM 11 987. ; �'� I 989.2 988,0 RIM RIM \ 36" RCP -- ®ACCESSIBLE PARKING SPACES, NOT TO EXCEED 2% SLOPE IN ANY DIRECTION. I. TOW 1000 - Q BOW 998 �/ 1 1.5 - 9. ACCESSIBLE PARKING SPACES TO BE DEPRESSED 5 TAPER ON 988.5 - � 98 � � R � " ALL CURB ® W/ ' _ oI I H ��/ \ �-CONSTRUCTION EACH SIDE. N I �� /� 1 /''--- --- `'^� \ ENTRANCE / \ 10 E REQUIRED DURING CONSTRUCITON ON REQUEST EXISTING BYDENGIINEERIORFCITY ESTA FB 118" RCP A 11. ADDITIONAL EROSION CONTROL MAY BE REQUIRED AS DIRECTED BY THE DISTRICT _ _ Q) INSPECTOR OR DISTRICT ENGINEER. 1. 990.0 / �-'-- ___ R5 TOW 974. �r I 989.5 i --� 12. ALL DISTURBED AREAS SHALL BE VEGETATED WITHIN FOURTEEN 14 DAYS OF FINAL GRADING_ 989,4 989.4 8 .d BOW 868 �' ( ) Q 9$9.4 989. 9�� RIM > 983.6 / I 1 / 13. MAINTAIN FLOW THROUGH EXISTING SWALE DURING AND AFTER CONSTRUCTION. 1. IU LL U / O />1I n n i i u u n n 989.6 / • I 989.7 989.7 - l If 989.6 989 R e*oorno, / I / too 04, ol @ I -------- _ RIEIE 9 .3 1 / LIFETIME 1 , I TOW 985.0 rn� 1 I BOW 984. o 1-- --1 -DD- -- - - - - I �� �00�. \ ; \ aim 1 \ I / n ❑ 1 EIE RIM rno 1 po' I INLET FFE 990.0 �� 11 984.7 rnCO 1 \ PROTECTION I IOW 974 / BOW 970 1 fff SILT' FENCE --914- - EXISTING 2' CONTOUR PROPOSED 2' CONTOUR 914 985.0 TOP OF CURB 9-84.5 FLOW LINE TOW 970 alb B WOB W0 9 4646 4 \` RIM _. ,,-N - DD - DRAINAGE DIVIDE FIFE FINISHED FLOOR ELEVATION ao�n GARAGE FLOOR ELEVATION SILT FENCE INLET PROTECTION DRAINAGE ARROW EMERGENCY FLOOD ROUTING {� BENCH MARK SYMBOL 7=%==77 0' 40' 80' 120' �o _ - - `__------- _. 1 989.2 - RI 'L--- X89.0 ' �� RIM -�ao I I 987:7 - - 68 o 1 988.7 _ � _ _ X87.9 ul-- �'F\ 988.5,' 0 - INT ' 990 -- OO��O♦ �. W 986.0 -992 -- - -- ��000®00�00000989.6 0�` 994 196 -990--- - BOW 978.1 1 \ I 9987. _ \ • 939.6 ••••8•• o _ - - - SM 3 -I RIM �I� T�r i x e v• r � �! �� ie'�� 0 j�� I v IOW 974 / BOW 970 1 fff SILT' FENCE ALLIANT ENGINEERING I N C O R P O R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MN 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 under the laws of the State of MINNESOTA Signature Date Registration Number 6442 CITY WEST PARKWAY EDEN PRAIRIE, MN 55344 PHONE: (612) 947-0000 FAX: (952) 946-9794 LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS STATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA GRADING & EROSION CONTROL PLAN NOTE: EROSION CONTROL BLANKETS MUST BE INSTALLED ON ALL STEEP SLOPES (3:1 OR STEEPER). ALONG WEST PROPERTY LINE, NORTHEAST & NORTHWEST CORNERS OF SITE. 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: --914- - EXISTING 2' CONTOUR PROPOSED 2' CONTOUR 914 985.0 TOP OF CURB 9-84.5 FLOW LINE TOW 970 alb B WOB W0 9 4646 4 \` RIM _. ,,-N - DD - DRAINAGE DIVIDE FIFE FINISHED FLOOR ELEVATION ao�n GARAGE FLOOR ELEVATION SILT FENCE INLET PROTECTION DRAINAGE ARROW EMERGENCY FLOOD ROUTING {� BENCH MARK SYMBOL 7=%==77 0' 40' 80' 120' �o _ - - `__------- _. 1 989.2 - RI 'L--- X89.0 ' �� RIM -�ao I I 987:7 - - 68 o 1 988.7 _ � _ _ X87.9 ul-- �'F\ 988.5,' 0 - INT 990 -- -992 -- - -- 994 196 -990--- - 1 \ I 9987. _ \ _ - - - SM 3 i x ALLIANT ENGINEERING I N C O R P O R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MN 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 under the laws of the State of MINNESOTA Signature Date Registration Number 6442 CITY WEST PARKWAY EDEN PRAIRIE, MN 55344 PHONE: (612) 947-0000 FAX: (952) 946-9794 LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS STATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA GRADING & EROSION CONTROL PLAN NOTE: EROSION CONTROL BLANKETS MUST BE INSTALLED ON ALL STEEP SLOPES (3:1 OR STEEPER). ALONG WEST PROPERTY LINE, NORTHEAST & NORTHWEST CORNERS OF SITE. 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: --914- - EXISTING 2' CONTOUR PROPOSED 2' CONTOUR 914 985.0 TOP OF CURB 9-84.5 FLOW LINE TOW 970 TOP OF WALL B WOB W0 9 4646 BOTTOM OF WALL PROPOSED CATCH BASIN - DD - DRAINAGE DIVIDE FIFE FINISHED FLOOR ELEVATION GFE GARAGE FLOOR ELEVATION SILT FENCE INLET PROTECTION DRAINAGE ARROW EMERGENCY FLOOD ROUTING {� BENCH MARK SYMBOL 7=%==77 0' 40' 80' 120' SCALE IN FEET REVISIONS 7/28/04 - CITY REVIEW COMMENTS NORTH DRAWN BY DE CHECKED BY CW DATE ISSUED 6-18-04 SCALE 1"=40' JOB NO. 04044 C-4 SHEET 4 OF 19 I 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 under the laws of the State of MINNESOTA Signature Date Registration Number !�0P[�TIME 6442 CITY WEST PARKWAY EDEN PRAIRIE, MN 55344 PHONE: (612) 947-0000 FAX: (952) 946-9794 7m7mmmr7 01 50, 100, ISO, SCALE IN FEET LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS STATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA GRADING PLAN - EARTHWORK INFORMATION CUT/FILL CALCULATIONS CUT (CY) FILL (CY) GRADING 95,715 GRADING 104,710 UNSUITABLE* MATERIAL -15,500 COMP (10%) 10,471 TOPSOIL -11,831 TOPSOIL 3,549 BUILDING 1 12,000 BUILDING 2 12,000 PAVED AREA 24,815 BERMS 3,000 FOOTINGS 4,500 POOL 3,000 TOTAL 124,699 121,730 NET 2,969 -0 0 -00 Z - 0 1 -0 +0 -1 -1 2 -0 -1 1 -6 6 -0 3 -,0 � -5 -5 -8 -9 -7 -5 -9 T3 �-10 -1 -6 -15 -14); 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-16 -16 -15 -15 -15 -15:- 8 -15 -11 -7 -2 -;r -1 -1 -0 +1 +1 +2 +3 +3 +4 +5 +5 +6 +6 +6 +6 +6 �7 +7 +6 +"5 t +3 +3 +3 +3 +2 +3 +3 3 +3 40 4 -1-1 $7 -16 16 -17 -22 -26 -24 f -18 -13 -8 -14 31, 2 -1 -1 -0 +0 +1 +1 +2 +3 +3 +4 +5 :,+5 +6 +6 +7 +7 +7 +7 +7 +6 +6 +6 7 +61 +5 +4 +3 +3 +3 +3 4-4 + 5 10 '(1 -17 -17 -17 -18 -25'-28 -25 2 -15 -10 - -3 -2 -1 -0 +0 +0 +1 +1 +2 +3 +3 +4 +5 +6'+6 +7 +7 +7 +8 +8 +9,, +6 +9 4111 +9 +7 +0 +5 +5 +4 +5 0�6 '+10 1 21 -18 "-It -18 -19 -23 -2 -26;--19 -13 -7 -4 -2 -2 -1 -0 +0 +1 +1 +2 +3 +3 +4 +5 +6 +7 +8 41111 +11 +10 +10' +11 +11 +11 *0 +0 +8 +6 + +6 +7- + + + -2 -f -19 to- -19 -19 27 -24 -17 -11 6 -3 -2 -1 -1 4a 461 4A +2 +2 +3 +4 +4 +5 +6 +7 +7 a +9 +0 +10 +10 +11 +11 +11 +12 +12 +15 4-13 --+12-- 11 +10 2 f A -1 -20 -21 -24 ? -26 -22 -15 -4 -3 ;-2 -1 -0 +0 +1 +1 +2 +2 +3 +4 +5 +5 +6 +7 +8 +8 +9 +10 +10 +11 +11 +12 +12 +13 +14, +17-+20 +19 -+18_ 1 +13 +12 1 -1! 4 -18 -20 -30 -31 -2 -26 -20 -13 -4 -3 - -2 -1 _01i +0 +1 +1 +2 +2 +3 +4 +5 +6 +6 +7 +8 +8 +9 +10 +10 +11 +12 +12 +113 +14 +15 +" +20 +20 +21-,+20 1 +13 444 +14 -1114 6 o -2 -LE 2 ;-218 i 24 -30 -31 -30 -24 -18 -11 -6 -4 - _I _I L _O +0 +1 +1 +2 +3 +3 +4 +5 +6 +7 +7 +8 +9 +9 +10 +11 +11 +12 +13 +14 +15 +16 -11-119 +20 +21 +21 +21 +1 +17 +16 +16 All -2 fl! 13 -18 -2 -30 -31 -30 - 3 -16 -9 -4 - -2 -1 -1 -0 +0 +1 +1 +2 +3 +3 +4 +5 +6 +6 +7 +8 +9 +9 +10 +11 +12 +12 +13 +14 +15 +16 +20 +20 +21 +22 +22 +20- 8 +18 +17 -111; -2 2 -18 -30 -30 -29 22 -15 -8 -3 2 -2 -1 -1 -0 +0 +1 +1 +2 +3 +3 +4 +5 +5 +6 +7 +8 +8 +9 +10 +11 412 +12 +13 +14 +15 +16 +19 +20 +21 +22 +22 + +20 1.1, F 1 -2 -'1' -17 -27 -29 -20 -28 -23 -15 -8 -2 -2 -1 -1 -0, 4-0 +1 +1 +2 +3 +3 +4 +4FF _P +6 +7 +8 +9 +10 +11 +11 +12 +13 444 +15 +16 +18 420 +21 +22 +23 + +21 +20 A 11 2 4i 996% -1 16 1 -27 -28 - 8 -25 -14 -7 -4 -3 -2 -1 -1 -0 +0 +1 +1 +2 +3 +3 +4 +4 +5 +6 +6 +7 +8 +8 +9 +10 +11 +12 +12 +13 414 +16 +17 +19 +21 +22 +23 + +22 +21 +21 1 IT 1 2 + _-28- 0 -16 -25 -26 -25`-2 -24 -13 -5 4 -2 -2 -1 -1 -0 +1 +1 +2 +2 +3 +4 +4 +4 +5 +6 +6 +7 +8 +8 +9 +10 +11 +11 +12 +13 +14 +15 +17 +19:{+20 +21 +22 + +22 +22 +22 + 1 -5 - 0',-,15 3 -24 -23 -25 -21 -10 -5 -3 -3 -2 -1 -1 -0 +1 +2 +2 +2 +3 +4 +4 +5 +6 +6 +6 +7 +8 +8 +9 +10 +11 +12 +11 ',+12 +13 +14 +16 +18 4:= +21 +22 +23 + +22 +22 1 16 0 -14 -21 -22 -22 -23 17 -7 -5 -3 �-2 -1 -1 -1 -1 +1 +1---+2 +3 +4 +4 +4 44-- _41111 +6 +7 +8 +8 +9 +11 +112 +11, 440 +11' - +12- +13- +15- 41.6 I�v ;+ia- -.+ +21 +23 + 23 -2 5 .'-'0 15 2 -21 -20 -22 -13 -7 -5 -4 -4 -3 -3 -3 -4 - -4- -2- -1 +0 +1 +2 +3 +3 __-+4'- _+0 +5 +5 +5 +6 +7 +8 +9 +7 48 +7---+S +1111 ---44 -.4-12 +15 +17 +17 +19 _-2 . 5 -0 -1 -20 7 -6 -5 Cb - -6 _6 -5 -4 �3 -1 -1 -1 -0 --0 -40 -tl +1 +2 +3 +3 +6 +1l _4C _+6 _+7 +Q, fiat 1142 *t2 -,"3 ~ IP13 5 A 9 -2 -0 -0 +2 +1 -0 +*.-,+1 _+6 0 1 A +2 +4 +5 +5 +5 +5 +4 t3_ +1 +1 +1 -+1 46- ---1 -1 -2 -0 -1 2----2 -3 -3 -4 -3 -3- ^4 -4- -0 _ +1 ' +0 .+,3 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 ENGINEER under the laws of the State of MINNESOTA Signature Date Registration Number !�0P[�TIME 6442 CITY WEST PARKWAY EDEN PRAIRIE, MN 55344 PHONE: (612) 947-0000 FAX: (952) 946-9794 7m7mmmr7 01 50, 100, ISO, SCALE IN FEET LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS STATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA GRADING PLAN - EARTHWORK INFORMATION CUT/FILL CALCULATIONS CUT (CY) FILL (CY) GRADING 95,715 GRADING 104,710 UNSUITABLE* MATERIAL -15,500 COMP (10%) 10,471 TOPSOIL -11,831 TOPSOIL 3,549 BUILDING 1 12,000 BUILDING 2 12,000 PAVED AREA 24,815 BERMS 3,000 FOOTINGS 4,500 POOL 3,000 TOTAL 124,699 121,730 NET 2,969 +5 - DENOTES 5' OF FILL -3 - DENOTES .3' OF CUT Site Volume Table: Unadjusted Cut Fill Site Stratum Surfl Surf2 site5 erth-wrk5 erth-ecn5 erth-pcn5 12102 5 *UNSUITABLE MATERIAL = 12,098 + 3,402 cy FOR SOILS CORRECTION. REVISIONS 7/28/04 - CITY REVIEW COMMENTS Net Method 12098 (C) Grid 7w%wm= 0' 50, 100, 150, SCALE IN FEET DRAWN BY DE CHECKED BY CW DATE ISSUED 6-18-04 SCALE 1"=40' JOB NO. 04044 1 7,1 R;W' C1111111111114A SHEET 5 OF 19 1 -0 0 -00 - 0 1 -0 +0 -1 -1 2 -0 -1 1 -6 6 -0 3 -,0 � -5 -5 -8 -9 -7 -5 -9 T3 �-10 -1 -6 -15 -14); -11 8 -3 -2 5-15: -1. -11 -5 + 0 -2 7 -1 -�-1 -9 -3 --21 -4,;/ 14 -1 -1 -6 -1 -1 -78 1-14 14 -1 + - -12. 14 4 - 3 8 -0 3 713 1 It 4 2 7 1 -4 -13 14 4 13 -6 -5 -12 121., 3 13 -7 -5 -11 11 2 13 -7 -9 10 1 -6 _15:� , 7 -7 8 -1 -5 8 6 1 3 -4 4 0 -2 -2 -r0 Site Volume Table: Unadjusted Cut Fill Site Stratum Surfl Surf2 site5 erth-wrk5 erth-ecn5 erth-pcn5 12102 5 *UNSUITABLE MATERIAL = 12,098 + 3,402 cy FOR SOILS CORRECTION. REVISIONS 7/28/04 - CITY REVIEW COMMENTS Net Method 12098 (C) Grid 7w%wm= 0' 50, 100, 150, SCALE IN FEET DRAWN BY DE CHECKED BY CW DATE ISSUED 6-18-04 SCALE 1"=40' JOB NO. 04044 1 7,1 R;W' C1111111111114A SHEET 5 OF 19 1 Note: Silt fence per MNDOT specifications, source 2000, machine sliced woven monofilament, 36"wide fastened steel T—Posts with 3(501b) ten: strength plastic zip ties per T—Post. (Machine sliced) 6mag EROSION CONTROL FENCE — TYPE 1 T Posts 24" in ground lies ' Alin. Depth of slit fence embedment. Note: Type 2 silt fence is the some as type I with hay bales installed as per detail. Type 2 to be used to protect all wetlands. Zip Ties EROSION CONTROL FENCE — TYPE 2 Hoy or Straw Bales Teo eoed etdwe Wwn Moeo bde 1.5 to 20 Into the goon& Bela to be w ries 6- beke gado. Bdee oro to be tkd vRh a Iron-Oegadwe Yd m' CITY OF SILT CHANHASSEH FENCE REVISED: 2-97, 1-02, 1 -OJ , 1-04 DATE: 2 -- 9 7 PLATE NO.: 5300 FILE NAME: 3935300 L y SILT FENCE p P� FILTER FABRIC " 6" MINIMUM DEPTH 1" — 2" WASHED ROCK NO SCALE 18" MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM SITE NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCK TO STOP MUD MIGRATION THROUGH ROCK. CITY OF ROCK CHAHHASSEH CON TR U CTION REVISED: 1-98 DATE: 2-97 PIE Na.: 5301 IIIFILE NAME 393. 5301 L y ROCK CONSTRUCTION ENTRANCE ALLIANT ENGINEERING I N C O R P O R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MN 55415 612 758-3080 612 758-3099 FAX NO SCALE 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 6442 CITY WEST PARKWAY EDEN PRAIRIE, MN 55344 PHONE: (612) 947-0000 FAX: (952) 946-9794 SEDIMENT TRAP AS MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN. SPEOFE4710N5 AAD 5rA KWS AESOV La105 AISO ,fVq1jkOF CONSTRUCTION 9TH EDITION, ALLOWABLE A%LE WEIGHT LOAD AWS sTffij=M WLQNQ CODE - STEEL, DI.1-94. SA M FACTOR 29 CFR 1976 - OSHA S den HF ITH S• U'ROS WATER FLOW RALE (THRd1GH ME FF FILTER) MAXIIALIM OVERFLOW RATE MODEL#CG23 O/o n/c 0.707 cfe O 3' head 5.94 cfe O IS heed NOTE: Clean filter media after each rain event and replace if filter is clogged with sediment. Remove debris/sediment from receptacle after each rain event. CITY OF CATCH BASIN CHAWBASSEN SEDIMENT TRAP REVISED: DATE: 1-04 PLATE NO.: 5302A CATCH BASIN SEDIMENT TRAP Wooden lathe shall be nailed securely to the post member to secure filter fabric. 2" x 4" x 5' long wood posts, 8 req'd. NO SCALE 2" x 4- horizontal members continuous around top, fastened to each post using 2-20d common nails Silt (geotextile) fence, as specified. Bottom SL6" of fabric to be buried to prevent underwashing. 3/4" clear rock --I W III 1 deep x 1' wide IIIIWII NOTES Contractor to set posts and fabric around the basin during the backfilling operation. Size and shape of the barrier shall be modified to fit structure. Silt fence to be placed around entire perimeter. Top of silt fence to have 12" min. clearence to existing grade. INLET PROTECTION NO SCALE LIFETIME FITNESS FACILITY STATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA min. bury silt fence e & CORPORATE HEADQUARTERS GRADING & EROSION CONTROL DETAILS REVISIONS 7/28/04 — CITY REVIEW COMMENTS DRAWN BY DE CHECKED BY CW DATE ISSUED 6-18-04 SCALE 1"=60' JOB NO. 04044 C -4B SHEET 6 OF 19 UTILITY NOTES: STATE HIGHWAY NO. 5 1. EXISTING UTILITIES, SERVICE LOCATIONS AND ELEVATIONS SHALL BE VERIFIED T IN THE FIELD AND WITH THE CITY OF CHANHASSEN, MN, PRIOR TO CONSTRUCTION. �MAINTAIN 18" VERTICAL AND 6' VERTICAL SEPARAT10N AT ALL PIPE CROSSINGS. 7. 7 CONTRACTOR TO BURY WATER MAIN AS NECESSARY, PER DETAILS. WETLAND C_ - z I / W, '- - - 7== z DELINEATED BY ALUANT ENGINEERING, INC' R!Y �Al 7rc 4 ON APRIL 30, 2004 7 7_� 3. CONTRACTOR IS RESPONSIBLE FOR ALL PERMITS PRIOR TO THE START Ooo'o';� OF CONSTRUCTION. 4. ALL UTILITY WORK WITHIN THE R.O.W. SHALL COMPLY WITH THE CITY 82 984 --- OF CHANHASSEN ENGINEERING DESIGN STANDARDS. RIM= . .... . 5. NOTIFY GOPHER ONE 48 HOURS IN ADVANCE OF ANY UTILITY WORK. 988 Nfv_ ------- j SAN VR _90 _99 --- [3TP­__ - 6. PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE WITH MNDOT 6- ­-15'�--GATE' VALVIE-11 RE 994.50 ---- ------- -6"-IP-D�\ - - - ------ k TAT "TEMPORARY TRAFFIC CONTROL ZONE LAYOUTS -FIELD MANUAL" DATED r -SAN MH, 7 - - ---- - ...... 8 96 ZZ947 51C�V'w TION WITHIN PUBLIC R.O.W. CB/MSAN MH 5 JANUARY 2001, FOR ANY UTILITY CONSTRUC RE XXXX ��392' _8" PVC 400'-8" PVC 42'-6" PVC 7. CONNECT RWL TO STORM SEWER LINE WITH "WYE" CONNECTION. -6" DIP �2' IE 968.04 TK V 20' per- @__-6" PVC @ 0.5% @ 2.6% @ 1.0% 6" DIP IE 967.94 3A, VALVE 1.0� 10. FIRE SERVICE FIRE 8. ARRANGE TEL, GAS, AND ELECTRIC SERVICE CONNECTION WITH ?NT 'V1__ Illy & GV 85'-6" DIP S CE & tV THE RESPECTIVE SERVICE COMPANY. v �REFER TO PHOTOMETRIC PLAN C-8 FOR LOCATIONS, FOOTCANDLE PRINT OUT AND SPECIFICATIONS. "N-90' BEND \-179'-6" DIP IE 972.0 10. ALL SANITARY MANHOLES TO BE 48" DIAMETER CONCRETE W/ DST -1642 CASTING. NEENAH R P VALVE V 152'-6" 017 55-611 IE 981.0 90' BEND FFFF CB/MH '3 146-6. DIP CB/MH 22 11. PROPOSED WATER SERVICE SHALL BE INSTALLED WITH MINIMUM 7.5' DIP I ---- �] __ - J INDICATO 1p POST 3" DIP DOMESTIC INDICATOR CB M 1 DOMESTIC OF COVER OVER PIPE. SERVICE & GV VALVE SERVICE 12. ALL SANITARY SEWER LINES SHALL HAVE A MINIMUM COVER OF 7.5'. OFFICE BUILDING 2 i I > OFFICE BUILDING 1 > 13. WATER SERVICE SHALL BE FLEXIBLE TYPE oK" COPPER AND OF THE SIZE INDICATED ON PLAN. TRENCH-/ DRAIN 14. ALL WATERMAJN SHALL BE CL 52 DUCTILE IRON PIPE. ALL NUTS AND BOLTS '8"x8" TEE, 10' STUB v CB/MH 12 SHALL BE STAINLESS STEEL. GV FOR FUTURE GATE V 8"x6" TEE, DEVELOPMENT 10' STUB & GV DIP & HYDRANT 15. SEWER SERVICE SHALL BE 6" PVC, SDR 26, ASTM 3034 AND HAVE A FOR FUTURE DEVELOPMENT CB/MH 17 MINIMUM SLOPE OF 1.0%. USE BENDS AND FITTINGS AS REQUIRED. 362'-B" PVC-.,- 45* BE 8" GV- n 0 0.8% 16. ALL SANITARY SEWER LATERAL LINES SHALL BE 8" DIAMETER SDR 35 AND HAVE A MINIMUM SLOPE OF 0.4%. USE BENDS AND FITTINGS AS REQUIRED. INSULATE SANITARYv 17. THRUST BLOCKS SHALL BE PLACED AT FITTINGS, TEES, BENDS, - SEWER PER ♦CROSSES, PLUGS, ETC... DETAILS 18, ALL CURB STOP AND BOX OPERATORS FOR WATER SERVICE SHALL 45* BEND R7'-8" DIP 6" GATE VALVE 308'-8" DIP r4 143 CONNECT TO EXISTING B" GV BE MUELLER H-10300 OR H-10304. CURB BOX FORD EM & HYDRANT DIP SANITARY STUB (8" 2-75-56 OR A.Y. MCDONALD NO. 5615 WITH POD NO. 5669. CURB 8"X8 28' -S" vSTOP MUST BE BROUGHT TO FINISHED GRADE. PROVIDE 8 CONCRETE TEE DIP CONTRACTOR TO VERIFY BLOCK BENEATH CURB BOX AND INSTALL 5 FOOT COPPER TAIL WITH EXISTING IE PRIOR TO PLUG FOR HYDROSTATIC TESTING. CONSTRUCTION & STUB CB/MH 11 8"x6" TEE FOR v 19. CORPORATION STOP SHALL BE MUELLER H-15000 OR FORD FUTURE H YDRAN 8"x6' F-600. IP TEE I 20. MARK ENDS OF UTILITY STUBS WITH A WOOD 4X4 45' CH/VII 16 POST (UPON COMPLETION OF EACH PHASE). BLUE FOR WATER AND RED BEND 6" GATE VALVE v FOR SANITARY. & HYDRANT CORE DRILL & CONNECT TO EXISTING SANITARY �COORDINATE UTILITY LOCATIONS WITH MECHANICAL ENGINEER. -45* BEND MANHOLE @ IE 965.04. 22. CONTRACTOR TO CONTACT ED COPPERSMITH AT CITY OF CHANHASSEN DIP CB/MH 15 CONTRACTOR TO VERIFY DURING CONSTRUCTION FOR INSTRUCTION TO INSTALL "NO PARKING- -16'-8" DIPIE PRIOR TO FIRE LANE" SIGNS & YELLOW CURB PAINT. _j 'CONSTRUCTION 16'-B" 1-6P_8" 23. ANY CONNECTION TO EXISTING MANHOLE SHALL BE CORE DRILLED. DIP 45' D 24. NO STRUCTURES OR LANDSCAPING TREES OR SHRUBS FOR A 10' RADIUS f. B/MH 7CB/MB/MH4 BEND 45* P" qc" rf. AROUND ANY FIRE HYDRANTS. 7A H 5 G CB/MH BEND > > > 45'- B" > 04 @ 3.57 CB/MH' 14 UTILITY LEGEND: >_II CB/MH 10-7 < 9 > PROPOSED STORM SEWER t7CB/MH 8 SAN MH . .. .......... CB/MH 6 CB/MH 25 RE 979.8 2r, 16R -8 DIP CB/MH 24 81110. V 10 PROPOSED SANITARY SEWER r CB/MH 27 CB/MH 26 IE 972.0 -8 - I PROPOSED WATERMAJIN -CB/MH 19 1 DIP IE 969 > - FUTURE STORM SEWER 10 FUTURE SANITARY SEWER WCB/MH 37 8"x8" 8" GV TEE - I FUTURE WATERMAIN j < 2 CB/MH EXIS CONNECnNGT 12" T ■ PROPOSED CATCH BASIN O V)DIP ; n f STUB W/ 12" PROPOSED SANITARY/STORM MANHOLE 24 CB/MH 1REDUCER PROPOSED SANITARY CLEAN OUT MH 31 o PROPOSED GATE VALVE CONNECT TO GATE VALVE PROPOSED HYDRANT EXISTING -'>-- EXISTING SANITARY SEWER 178 x6" 170'-6" DIP & HYDRANT CONNECT TO TOP OF STORM 969.34 - 126_'�8" DIP STORM STUB TEE I @ 985.0 MH 20 BOTTOM OF SAN = 971.55 & MATCH > EXISTING STORM SEWER NP 7,16' TEE EXISTING D SLOPE (1.2%). EXISTING WATERMAIN IE 961.0. I'S", EXISTING SANITARY MANHOLE CONTRACTOR I mom it 111111 MH "'.7 6" GATE VAI -VE TO VERIFY IE CV�j EXISTING STORM MANHOLE F- & HYDRANT B/MH 32 PRIOR TO EXISTING CATCH BASIN FI L -GREASE CONNECTION TO RWL 21 CONSTRUCTION EXISTING HYDRANT FROM FITNESS CENTER TRAP 329'-8" PVC -MH 28 lulA EXISTING TRANSFORMER -188'-8" DIP o EXISTING GATE VALVE CB/MH 33 226'-8" DIP'.,LI--- -- ------ EXISTING GAS LINE - E CD A EYISTING OVERHEAD ELECTRIC C-) L CU ---- LIFETIME --- i EYISTING TELEPHONE G�EXISTING UNDERGROUND ELECTRIC CZ - ---- ----- I - - / / --IXLIGHT POLE WALL MOUNTED LIGHT FIXTURE (TYP.) 0) CB/MH 29 NOTE: 6" DIP 21 TIT FIRE 45' BEND DOWNSTREAM STORM SEWER AND PONDING A SERVICE & GV DESIGNED AND SIZED TO ACCOMODATE PHASE CD OST IE 980.0 SAN: MH 2 TWO & THREE OF DEVELOPMENT PLANS AS `1_ P 3" DIP RE 985 70 P DEPICTED. 1� 45* BEND INDICATOR DOMESTIC 42'-6" PVC VAt- 4� Z 8"xl51" [E 978,08 VALVE SERVICE GV 01.00 ITEE E 977.98; 977.98 tln U - 45' BEND--\ 75'-8" DIP -��` U C 8.,x6 N* TEE N, T __MH 34 Qj 45* BEND 4'-8- DIP-/ SAN MH 4 CB/MH 30 Ln 262'-B" DIP 7�55� 87 PVC RE 988.20 '7 e� C5 8'-8" DIP E 979.50 173'-8" DIP 1 9'-8" DIP > SAN MH 3 71'-8" DIP RE 987.2 TRANSFORMER & HYDRANT /�H IE 978.48 U GATE VALVE'- STORM SEWER-/ •PVC CONNECTION TO IE 978.38 ;5 25 6" GATE VALVE ELECTRIC C5 - - ----- -C CD 6 MER POOL AREA HYDRANT TRENCH DRAINS CB/M0 35 C, Ln +1 01 40' 80, 120' SCALE IN FEET NORTH (Ij E _P Q) (4- _j I hereby certify that this plan, specification or REVISIONS report was prepared by me or under my direct LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS DRAWN BY DE ALLIANT supervision and that I am a duly registered 7/28/04 CITY REVIEW COMMENTS C3 ENGINEER under the laws of the STATE HIGHWAYS 41 & 5 CHECKED BY CW 11� ENGINEERING State of MINNESOTA TIME CHANHASSEN, MINNESOTA I N C 0 R P 0 R A T E D 7TTU 233 PARK AVENUE SOUTH CDATE ISSUED 6-18-04 m5l SUITE 200 C MINNEAPOLIS, MN 55415 �612)758-3080 Signature 6442 CITY WEST PARKWAY SCALE 1=40' 612)75a-3099 FAX EDEN PRAIRIE, MN 553" PHONE: (612) 947-0000 C3 Date Registration Number FAX: (952) 946-9794 UTILITY PLAN JOB NO. 04044 SHEET 7 OF 19 d L Cd v 0 0 0 (U c c S A ;I STORM SEWER PIPE/STRUCTURE DATA: CB/MHSTRUCTURE # FT�GTM �INj SLOPE DRAINS REMARKS 6-18-04 SMH 1 RIM INVERT 45'- 8" PVC 03.57% I,WTTH �IN4E SLOPE TOAINS 978.08 (SW) 977.98 N STRUCTURE SMH 1 SIZE E CASTING • 75'- 8 -PVC 00.4% ELEV. ELEV. SMH 4 (( )) l' 255'- 8" PVC 00.4% SMH 3 CB/MH j REMARKS 968.04 967.94 S 392'- 8" PVC 00.5% EXISTING CORE DRILL FOR NEW CONNECTION SMH 6 987.9 978.54 �W) 978.44 E 400'- 8"PVC O 2.6% 362'- 8 -PVC 00.8% SMH 5 - SMH 7 994.5 980.50 (E) SMH 6 CB/MH 13 2' x 3' RECT R - 3290 - L 993.0 989.0 (S) 120'- 12" RCP O 0.5X CB/MH 12 CB/MH 12 48" DIAM R - 2501 994.2 988.4 (N) 113'- 15' RCP 00.5% CB/MH 11 988.3 S CB/MH 11 48' DIAM R - 2501 994.2 987.74 (N) 181'- 15" RCP 01.2% CB/MH 10 987.64 (SE) CB/MH 10 48' DIAM R - 3290 - L 992.4 9985 54 NW) 571- 15" RCP 02.2% CB/MH 9 985.36 E) CB/MH 9 48" DIAM R - 3290 - L 990.7 984.1124'- �E3 24" RCP 01.6% CB/MH 8 984.0 CB/MH 7 CB/MH 8 60" DIAM R - 3290 - L 989.6 982.0(S) 119'- 27" RCP 01.2% 982.03 W 981.93 (E) CB/MH 7 48" DIAM R - 3290 - L 988.0 980.5 (W) 13'- 27" RCP O 1.3X CB/MH 6 980.4 (E) CB/MH 6 54" DIAM R - 3290 - L 988.5 980.23 (W) 20'- 27" RCP O 1.45X CB/MH 5 980.13 E) CB/MH 5 54" DIAM R - 3290 - L 988.5 982.79 S) 134'- 30" RCP 02.0% CB/MH 4 979.84 W 979.74 E) CB/MH 4 60' DIAM R - 3290 - L 985.0 979.3 S) 183'- 30" RCS 02.2% CB/MH 3 977.72 N 977.06 E 976.96 W) CB/MH 3 72" DIAM R - 3290 - L 981.6 972.9346'- 33" RCP 01.5% CB/MH 2 972.83 S CB/MH 2 60" DIAM R - 3290 - L 981,5 972.14 N) 940- 33' RCP 01.7% CB/MH 1 MAINTAIN 18" CLEARANCE 966.5 (SE) W/ SANITARY SEWER CB/MH 1 60" DIAM R - 3290 - L 977,8 971.08 (N) 21'- 36" RCP O 1.2X EXISTING TIE INTO EXISTING 36" 964.9 W) STUB O IE 961.0 961.25 E) (VERIFY IE) CB/MH 18 48" DIAM R - 3290 - L 984,3 978.5 (SE) 169'- 12' RCP O 2.1X CB/MH 17 CB/MH 17 48" DIAM R - 3290 - L 981.3 974.95 (NW) 126'- 15" RCP O 1.6X CB/MH 16 974.85 (S) CB/MH 16 48" DIAM R - 3290 - L 977,8 972.84 (N) 95'- 18" RCP 00.8% CB/MH 15 972.74 (SW) MH 15 54" DIAM R - 1642 - L 978.0 972.5 (NW) 33'- 18" RCP O 0.95% CB/MH 14 971.93 NE) 971.83 �S) CB/MH 14 48" DIAM R - 3290 - L 977,8 971.54 (N) 33'- 18" RCP 01.0% CB/MH 1 971.44 (S) CB/MH 20A 48 DIAM R - 1642 989.4 984.5 (E) 218'- 18" RCP 01.0% CB/MH 20 CB/MH 20 48" DIAM R - 1642 989.0 982.3 (W) 981- 18' RCP 01.0% CB/MH 19 982.2 (NE) CB/MH 19 48" DIAM R - 3290 - L 985.9 981.24 (SW) 50'- 18" RCP 01.4% CB/MH 4 980.0 (E) CB/MH 23 2' X 3' RECT R - 3290 - L 993.5 989.0 (SE) 163'- 12" RCP 03.0% CB/MH CB/MH 22 21 CB/MH 22 48" DIAM R - 3290 - L 989.3 984.1 (NW) 175'- 18" RCr' 00.8% 981.1 (W 981.0 (E CB/MH 21 254'- 21" RCP O 0.77. CB/MH 4 -" DIAM R - 3290 - L 9855 979.6 (W) 979.5 (S) CB/MH 26 2' X 3' RECT R - 3290 - L 988.0 983.5 (E) 13'- 12" RCP 00.5% CB/MH 25 CB/MH 25 2' X 3' RECT R - 3290 - L 988.5 983.45 (W) 200- 12" RCP 00.5% CB/MH 24 983.35 (E) CB/MH 24 2' X 3' RECT R - 3290 - L 988.5 983.25 (W) 52'- 12" _ RCP 00.7% CB/MH 5 983.15 (N) CB/MH 30 2' X 3' RECT R - 3290 - L 987.9 983.9 (NW) 108'- 18" RCP 00.3% CB/MH 29 CB/MH 29 48" DIAM R - 2557 98813 983.58 (SE) 1080- 21" RLP 00.3% CB/MH 28 983.48 (N) CB/MH 28 48" DIAM R - 2557 988,3 983.15 (S) 203'- 24" RCP O 0.35% CB/MH 27 983.05 (NE) CB/MH 27 48" DIAM R - 3290 - L 987,8 982.34 (SW) 50'- 24' RCP 00.55% CB/MH 8 982.24 (N) CB/MH 36 2' X 3' RECT R - 3290 - L 987.9 983.0 (E) 219'- 12" RCP 00.6% CB/MH 35 CB/MH 35 48" DIAM R - 3290 - L 987.0 981.68 (W) 92'- 15" RCP 01.47. CB/MH 34 981.58 (NE) MH 34 48" DIAM R - 1642 965.7 980.30 (SW) 102'- 15" RCP 01.4% CB/MVi 33 980.20 (N) CB/MH 33 48" DIAM R - 3290 - L 984.7 978.77 (S) 1178- 15" RCP 01.7% CB/MH 32 978.67 (N) CB/MH 32 48" DIAM R - 3290 - L 983.6 976.68 (S) 141'- 15" RCP 02.1% CB/MH 31 R - 1642 963.0 (NE) MH 31 48" DIAM 964.0 960.04 CONSTRUCT OVER EXISTING 18' STORM STUB CB/MH 37 48" DIAM R - 3290 - L 991.8 986.8 52'- 15" RCP 00.5% CB/MH 10 TRENCH 985.9 982.0 172'- 12" RCP 00.52% CB/MH 22 DRAIN 1 TRENCH 975.9 973.0 54'- 12u RLP O 0.5% CB/MH 15 DRAIN 2 ■ ALL CASTINGS REFERENCE NEENAH FOUNDRY MANUAL CASTINGS. ALLIANT ENGINEERING I N C O R P O R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MN 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 FNGINFFR under the laws of the State of MINNESOTA Signature Date Registration Number 6442 CITY WEST PARKWAY EDEN PRAIRIE, MN 55344 PHONE: (612) 947-0000 FAX: (952) 946-9794 LIFETIME FITNESS STATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA TABULATIONS SANITARY SEWER PIPE/STRUCTURE DATA: STRUCTURE REILMEV. STRUCTURE NI.E�VRT FT�GTM �INj SLOPE DRAINS REMARKS 6-18-04 SMH 1 979.8 972.00 S) 969.41 �E) 45'- 8" PVC 03.57% EXISTING STUB SMH 2 985.7 978.08 (SW) 977.98 N 329'- 8 -PVC 01.82% SMH 1 SMH 3 987.2 978.48 W) 978.38 NE 75'- 8 -PVC 00.4% SMH 2 SMH 4 988.2 979.5 (E) 255'- 8" PVC 00.4% SMH 3 SMH 5 984.7 968.04 967.94 S 392'- 8" PVC 00.5% EXISTING CORE DRILL FOR NEW CONNECTION SMH 6 987.9 978.54 �W) 978.44 E 400'- 8"PVC O 2.6% 362'- 8 -PVC 00.8% SMH 5 - SMH 7 994.5 980.50 (E) SMH 6 REVISIONS 7/28/04 - CITY REVIEW COMMENTS DRAWN BY DE CHECKED BY CW DATE ISSUED 6-18-04 SCALE JOB NO. 04044 C C -5A SHEET 8 OF 19 16" Conc. collar D 2 z M2 24"x36" slab opening for Neenah R3290 -L or equal NOTE: L grate shown Neenah R3290 -L casting and grate or equal. PLAN Minimum of 2 maximum of 5-2" concrete adjustment rings with full beds of mortar. Precast concrete or r -Precast adjusting rings. 6" precast reinforced concrete slab. Top of barrel section under top slab to hove flat top edge sealed with 2 beads of Romnek or equal. All joints in manhole to have Varies "0" ring rubber gaskets. -0 Typ. Precast concrete section NOTES: 5' 1. Doghouses shall be grouted on both the outside and inside. 2. No block structures are allowed. Manhole steps, Neenah R1981J or equal, 16" o.c., Aluminum steps e approved. 4d �6" Qp o Min imum slab thickness, 6" for 14' depth. Increase thickness 1" for each 4' of depth greater than 14', and reinforce with 6"x6" 10/10 mesh. Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope grout 2" toward invert. CITY OF CATCH BASIN CUNBASSEN MANHOLE REVISED: 1-00, 1-03 DATE: 2-97 _97 PLATE NO.: 3102 FILE NAME393_3102 CATCH BASIN MANHOLE 'o I a a f. 4'-0" :,p 0 5" , NO SCALE Manhole Casting and Adjusting Ring (See Plate 2110) Provide I&I Barrier on all sanitary -sewer manhole(see plate 2109) Manhole steps, Neenah R1981J or Aluminum, 16" on center. Steps Shall be on Downstream Side Unless Pipe Diameter is 18" or Larger /- All joints in manhole to have ✓ "0" ring rubber gaskets. �- A Maximum of 2 Short Manhole Risers to be Used Directly Below Cone Section Pipe shall be cut out flush with inside face of wail. v."'f ; %;!'` ":f.; Precast Inverts Must be 1/2 of / Pipe Diameter and Benches Sloped 2" Toward the Invert Minimum thickness of precast base is 6" for 14' deep or less, and increases i" In thickness for every 4' of depth greater than 14'. NOTE: 1. Kor-n-seal manhole or equal considered acceptable alternate. 2. All dog houses shall be grouted on inside and outside. 3. When the manhole or catch basin structure is constructed outside the traveled roadway a witness post and sig_ n shall be Installed next to the manhole. SECTION CITY OF STANDARD CRIBASSE1 MANHOLE REVISED:2-97,1-03.1-04 DATE: 2-97 PLATE NO.: 2101 FILE NAME: 393 f01 `J- ALLIANT ENGINEERING I N C O R P O R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MN 55415 (612)758-3080 (612)758-3099 FAX STANDARD MANHOLE NO SCALE 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 ee� Registration Number NOTE: L Grate Shown Face of Curb Direction of Flow PLAN CITY OF STORM SEWER CHANBASSEN CATCH BASIN REVISED: 1-00., 1-03 DATE:�__A 2 _ PLATE NO.: 3101 FlLE NAME: 3933101 STORM SEWER CATCH BASIN "I/! BARRIER" INNER - MANHOLE RiNG SEAL AS MANUFACTURED BY "STRIKE PRODUCTS" PRECAST, BLOCK, OR -� BRICK MANHOLE CONE CORBEL NO SCALE 11 27- 48" e Frame and Cover HDPE OR PRECAST CONCRETE ADJUSTING RINGS MASTIC SEAL NOTES: 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. CASTING SHOULD ND1 REST ON SEAL. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL. 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. }CITY OF & CHANHASSE1 BARRIER REViSED:1-04 DATE: 1_03 PLATE NO.: 2109 FILE NAME: -:el P TIME 6442 CITY WEST PARKWAY EDEN PRAIRIE, MN 55344 PHONE: (612) 947-0000 FAX: (952) 946-9794 I & I BARRIER NO SCALE M 7%2 "R 3" 7 1 /z" 18„ PLAN SECTION HORSESHOE DETAILS Manhole Casting and Adjusting Ring (See Plate 2110) Provide I&I Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps, Neenah R1981J Cut bell from DIP or equal, 16" on center. join with stainless "A" , Aluminum steps approved. steel repair sleeve Manhole steps shall be placed P so that offset vertical portion or approved equal of cone is facing downstream. of All joints in manhole to have 4'-O" ° "0" ring rubber gaskets. Varies A Max. of 2 Short Manhole Risers to 12"-16 be Used Directly Below Cone Section f 2 " 5 NOTE: DIP 8 DIP 1. Kor-n-seal manhole or equal. tee section 6 2. When the manhole or catch basin Horseshoes filled structure is constructed outside with concrete the traveled roadway a witness mortar on all post and sign shall be installed o w sides (see detoll next to the manhole. 0a 1/2 Dia of pipe 3. Pipe shall be cut flush with o> with inside face of wall. 4. All dog houses shall be grouted �e on the inside and outside. r 5. Precast invert should be 1/2 Dia. of pipe and benches sloped 21"2" toward invert. 79 6. Precast invert is required. Prec st 8"-1/4 bend Minimum thickness of precast base integral with base section is 6" for 14' deep or less, and increases 1 in thickness for every SECTION 4' of depth greater than 14' deep. CI TY OF SANITARY SEWER CHA�HASSE� OUTSIDE ROP MANHOLE D:2-97,1-03,1-04 PATE: 2-97 PLATE NO.: 2103 FILE NAME: 393_210.3 SANITARY SEWER OUTSIDE DROP MANHOLE NO SCALE Catchbosin casting DEPTH OF CASTING SET BELOW BASE COURSE OR BINDER COURSE !.*.vim!-: 2 RISE and grate Neenah 2.0" 2" RISE 0.75 R3290 -L or equal 2 RISE Grate to be 2" below 3" radius curb box, gutter grade. 5' transition each side of catchbosin. ' • • - • 0IWAp.GvltevTeAOAOvOgTAAN vwvr7 Precast concrete or pvavOVAWAV,d . ,piUvevivsvpvsvevvivi v Nwivivwpwwevvi4v0. { &VATAVATAWAVAMATAWAVA 0Iwonvoovvvava99c.. .svtlwovogvsvavOivigvir is®., - OV •. .:: ;XA HOPE adjusting rings. Top of Curb Varies Minimum of 2-2", _ 6 1/2" maximum of 5-2" Varies concrete adjusment 24" x 36" rings allowed with 1/4" Precast 5,. 3' MINIMUM to 1/2* bed of mortar between each and a 3" Grout 6" thick concrete collar on the outside. 6„ Doghouses shall be grouted on both the SECTION inside and outside. NOTES: 1. Steps shall be provided in all catch basin/manholes and storm sewer manholes. 2. Casting to be totally encased in concrete curb section. 3. No block structures are allowed. 4. No wood shims are permitted in the adjusting rings. CITY OF STORM SEWER CHANBASSEN CATCH BASIN REVISED: 1-00., 1-03 DATE:�__A 2 _ PLATE NO.: 3101 FlLE NAME: 3933101 STORM SEWER CATCH BASIN "I/! BARRIER" INNER - MANHOLE RiNG SEAL AS MANUFACTURED BY "STRIKE PRODUCTS" PRECAST, BLOCK, OR -� BRICK MANHOLE CONE CORBEL NO SCALE 11 27- 48" e Frame and Cover HDPE OR PRECAST CONCRETE ADJUSTING RINGS MASTIC SEAL NOTES: 1. TRIM TOP OF SEAL TO 1" ABOVE TOP OF RINGS. CASTING SHOULD ND1 REST ON SEAL. 2. PLACE "MASTIC" ON TOP OF CONE SECTION AND BENEATH SEAL. 3. NOT TO BE USED WHEN THERE ARE MORE THAN 5 RINGS OR NO RINGS. 4. CONTRACTOR SHALL INSTALL THE SEALS, THEN CONTACT THE CITY UTILITY SUPERINTENDENT FOR INSPECTION AT (952) 227-1300. }CITY OF & CHANHASSE1 BARRIER REViSED:1-04 DATE: 1_03 PLATE NO.: 2109 FILE NAME: -:el P TIME 6442 CITY WEST PARKWAY EDEN PRAIRIE, MN 55344 PHONE: (612) 947-0000 FAX: (952) 946-9794 I & I BARRIER NO SCALE M 7%2 "R 3" 7 1 /z" 18„ PLAN SECTION HORSESHOE DETAILS Manhole Casting and Adjusting Ring (See Plate 2110) Provide I&I Barrier on all sanitary sewer manhole(see plate 2109) Manhole steps, Neenah R1981J Cut bell from DIP or equal, 16" on center. join with stainless "A" , Aluminum steps approved. steel repair sleeve Manhole steps shall be placed P so that offset vertical portion or approved equal of cone is facing downstream. of All joints in manhole to have 4'-O" ° "0" ring rubber gaskets. Varies A Max. of 2 Short Manhole Risers to 12"-16 be Used Directly Below Cone Section f 2 " 5 NOTE: DIP 8 DIP 1. Kor-n-seal manhole or equal. tee section 6 2. When the manhole or catch basin Horseshoes filled structure is constructed outside with concrete the traveled roadway a witness mortar on all post and sign shall be installed o w sides (see detoll next to the manhole. 0a 1/2 Dia of pipe 3. Pipe shall be cut flush with o> with inside face of wall. 4. All dog houses shall be grouted �e on the inside and outside. r 5. Precast invert should be 1/2 Dia. of pipe and benches sloped 21"2" toward invert. 79 6. Precast invert is required. Prec st 8"-1/4 bend Minimum thickness of precast base integral with base section is 6" for 14' deep or less, and increases 1 in thickness for every SECTION 4' of depth greater than 14' deep. CI TY OF SANITARY SEWER CHA�HASSE� OUTSIDE ROP MANHOLE D:2-97,1-03,1-04 PATE: 2-97 PLATE NO.: 2103 FILE NAME: 393_210.3 SANITARY SEWER OUTSIDE DROP MANHOLE NO SCALE LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS STATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA DETAILS OFF ROAD CB FILTER BARRIER NO SCALE NEEHNAH-1979-0207 WITH _ 2" MIN. RISE OR APPROVED EQUAL Rings shall be set on ABS sealant or approved equal. 0.75" 1.5 BIT. WEAR '%%"�- 2" BIT BASE HDPE OR PRECAST CONCRETE ADJUSTING RINGS 6" THICK CONCRETE 27" COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAH #R-1642 OR MCI #309 AND SHALL INCLUDE SELF SEALING VARIES SEE CHART TYPE LIDS STAMPED SANITARY SEWER OR STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PiCK HOLES BIT. BASE OR BiNDER MIN. (2-2") ADJ. RINGS AND HDPE OR MAX. (3-4) ADJ. RINGS (1-2" RING WITH ,• PRECAST CONCRETE MORTOR = 0.2') ADJUSTING RINGS ' 27" 6" THICK CONCRETE COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL WEAR COURSE THICKNESS COVER RiSER SIZE DEPTH OF CASTING SET BELOW BASE COURSE OR BINDER COURSE !.*.vim!-: 2 RISE 1.25 2.0" 2" RISE 0.75 Y Y Y ,Y •Y �Y •• .��►�I� t•tf•.yrr 2 RISE .�,,•®-r-r0 �a� ®r®ere Y LY v �:•Y ..Y i Y •T •.SLY .•Y �Y' ' • • - • 0IWAp.GvltevTeAOAOvOgTAAN vwvr7 pvavOVAWAV,d . ,piUvevivsvpvsvevvivi v Nwivivwpwwevvi4v0. { &VATAVATAWAVAMATAWAVA 0Iwonvoovvvava99c.. .svtlwovogvsvavOivigvir is®., - OV •. .:: ;XA LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS STATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA DETAILS OFF ROAD CB FILTER BARRIER NO SCALE NEEHNAH-1979-0207 WITH _ 2" MIN. RISE OR APPROVED EQUAL Rings shall be set on ABS sealant or approved equal. 0.75" 1.5 BIT. WEAR '%%"�- 2" BIT BASE HDPE OR PRECAST CONCRETE ADJUSTING RINGS 6" THICK CONCRETE 27" COLLAR NOTE: 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. BIT. WEAR COURSE ADJ. DETAIL CASTING SHALL BE NEENAH #R-1642 OR MCI #309 AND SHALL INCLUDE SELF SEALING VARIES SEE CHART TYPE LIDS STAMPED SANITARY SEWER OR STORM SEWER AS APPROPRIATE WITH TWO CONCEALED PiCK HOLES BIT. BASE OR BiNDER MIN. (2-2") ADJ. RINGS AND HDPE OR MAX. (3-4) ADJ. RINGS (1-2" RING WITH ,• PRECAST CONCRETE MORTOR = 0.2') ADJUSTING RINGS ' 27" 6" THICK CONCRETE COLLAR BIT. BASE OR BINDER COURSE ADJ. DETAIL WEAR COURSE THICKNESS COVER RiSER SIZE DEPTH OF CASTING SET BELOW BASE COURSE OR BINDER COURSE 1,5 2 RISE 1.25 2.0" 2" RISE 0.75 2.5" 2 RISE 0.25" NOTES: 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4" TO 1/2" MORTAR. 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WITH SEALANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. CITY OF MANHOLE CHAWBASSENCASTING D ADJUSTING DETAIL REVISED: 1-00 DATE: 2-97 _97 PLATE NO.: 2110 FILE NAME: 39321 MANHOLE CASTING AND ADJUSTING DETAIL NO SCALE REVISIONS 7/28/04 - CITY REVIEW COMMENTS DRAWN BY DE CHECKED BY CW DATE ISSUED 6-18-04 SCALE 1"=60' JOB NO. 04044 C-6 SHEET J OF i 9 CL Variable PL a is Z_ o Wye Plugged End FE �1/8 Bend a N 6" PVC SDR -26 Pipe Min. Slope 1/4" Per Foot J 2"x2" Marker 7SWitary Pipe Diameter Min.See Note 2. ewer Gravity Main SANITARY SEWER SERVICE CONNECTION DETAIL Services to be Used in Conjunction with Plastic Pipe Sewer Main for Depths of Cover with Less Than 16 Feet. NOTES: 1. Solvent Weld all Joints. (Non Gasketed) 2. When Sanitary Sewer Service is not Accompanied by a Water Service in the Some Trench, Install a 6' Heavy Metal Fence Post Next to 2 x 2 Marker and Paint Top 6" of Post Florescent Green. 3. Cleanout Required on Private Property if Distance from Main to House Exceeds 90 Feet. 4. All pipe shall be bedded on granular borrow 314A or course filter aggregate (3149H). CITY OF TYPICAL SANITARY CHANHASSEN SEWER SERVICE '. REVISED; 2-99 DATE: 2-97 PLATE NO.: 2001 FILE NAME: 3932001 TYPICAL SANITARY SEWER SERVICE NO SCALE w Y Li 0 l o w UJ4,L4: Imp o pQ r } V) w z O Cr OZ O NOzww s In O0 W Z x '0 Q M OF 0 �� w Q z m-aW w �a , x oo < <� O aF > w o w 0< Of o U) m L,J Z 0 >`\ 0 1 4 / d Fr K o a x00 ' w 0- C/) (n 2 J w X W J 3 �J.J U I < U W O I K Y a< L,JFV ¢ _ Ld J �p <o 0 �za I \ 'F Qom Z ao J H< < p Ir l X Ld Ir n Cr XVW .S'L _<< U w M O 0 = -_ vi a f Q JmIn I o v=i F- a- - = m L+w�QW �Z 7jQo (n a Z�L i _i ¢�yvi�ir� O 000 I �o Y xowzz a Z WMO� I X0. LL � ���1<=P- Q J ZZ Ofa-Oa' " =>mu:jjo w o w ¢ V) o } I-Ln=v: p¢QI'- O awl w �2io0W Z 0Of3Lr) w[if cJO z0� Ja ar,k05 �� = oo8g mw�or <Fo J�J� M:2 ZZ5P O ZZ In N P -Ma. L0 0o > r-) Ld ro cv y _ � � Of mzLi LL) 00- OJ\o �m ~U(j�(t) a0 Ute¢a ujQ�a4�x¢a �Z ¢ w �00 ZJJOI-w F""mU ���i vi3aci ,o a2QF QO_a¢-- QJN Z w 0 0 W O_=) =071-> a' J EFa� num I.- a� <aaw OD -W =MW... Mcnaa CITY OF TYPICAL CHANHASSEN INSTAHYDRANT ATI ON REVISED:1-03.f-0401, 1-02 DATE: 2,—�� PLATE NO.: 1004 `t FILE NAME:393_1004 ALLIANT ENGINEERING I N C O R P O R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MN 55415 (612)758-3080 (612)758-3099 FAX TYPICAL HYDRANT INSTALLATION NO SCALE 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 Signature Date Registration Number TYPICAL WATER SERVICE NO SCALE DROP LID 7.5' Minimum cover required WATER Tyler No. 6860 over top of water main. Mueller No. H-10361 Bibby -Ste -Croix No. B-5160 PROVIDE VALVE STEM RISERS TO WITHIN 6" OF THE SURFACE IF THE DISTANCE FROM THE TOP NUT OF THE VALVE TO THE SURFACE IS GREATER THAN 8'. Grade TOP Tyler No. 6860 26" Mueller No. H-10361 26" Bibby -Ste -Croix No. VB502 27" EXTENSION Tyler No. 58 14" _ No. 59 18" No. 60 24" Mueller No. 58 14" No. 59 20" Bibby -Ste -Croix VB520 No. 57 9" VB521 No. 58 14" VB522 No. 59 20" VB523 No. 60 26" BOTTOM Tyler No. 6860 65" Mueller No. H-10361 65" Bibby -Ste -Croix No. VB516 60" Valve and Box to be plastic wrapped per BASE section 2.03a Adjust top to 3/4" below grade. Box to be set to provide 12" of adjustment. Tyler No. 6860 Mueller No. H-10357 Bibby -Ste -Croix B-5001 Gate valve box, screw type, 3 piece, 5 1/4" shaft, size G box, 7'-6 extended, #6 round base - GATE VALVE ADAPTER: 1/4' STEEL WITH PROTECTIVE COATING, 1/2" RUBBER GASKET INSTALLED BETWEEN. THE GATE VALVE AND GATE VALVE ADAPTER. Resilient Wedge Valve Conforming to AWWA C-515-80 standards with all stainless steel nuts & bolts. 18"X18"X8" concrete block CITY OF GATE VALVE CHANHASSENINS N D BOX OTI ON REVISED: 2-97.1-03,1-04 DATE: 2-97 7 PLATE NO.: 1 006 FILE NAME:393 1006 7 6442 CITY WEST PARKWAY EDEN PRAIRIE, MN 55344 PHONE: (612) 947-0000 FAX: (952) 946-9794 GATE VALVE AND BOX INSTALLATION NO SCALE NOTES; 1. Shape of back of buttress may vary as long as poured against firm undisturbed earth. 2. Dimension C1,C2,C3 should be large enough to make angle 0 equal to or larger than 45'. 3. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 4. 6 = 45' Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal 0• - See no Street PL CW Variable 22 1/2' BEND 45' BEND 9' 04044 6' METAL FENCE POST D1 DENOTING CURB BOX. D2 TOP 6" PAINTED BLUE. 1 D3 CURB BOX WITH 1 i 1/4" � 1'-5" STANDPIPE AND V-5" 2'-1" STATIONARY ROD. I I V-5" z 2'-1" 1'-6" 2'-8" 2'-0" 12" V-10" Water Service 3'-4" 2'-O" 1" Type "K" Copper 2'-6" 1"X1" Corporation Cock 3'-0" 2'-0" Concrete Block Support 6'-2" Water Main 20" NOTES: 2'-8" 5'-6' 1. DO NOT PLUG END OF CURB STOP. 2. THE USE OF PIGTAILS ARE NOT PERMITTED. 3'-0" 3. THE COPPER SERVICE LINE BETWEEN THE MAIN LINE 9'-8" AND CURB BOX SHALL BE ONE CONTINUOUS PIECE. 30" - SPLICES WILL NOT BE PERMITTED. 9'-3" 4. CORPORATION COCK TO BE 1"Xt" INSIDE DIAMETER. 5. SADDLE REQUIRED ON 6" DIP OR SMALLER MAIN. 6. SADDLES WHEN REQUIRED SHALL BE FORD STYLE F202 DOUBLE STRAP. 7. STAINLESS STEEL SADDLES REQUIRED ON ALL PVC WATERMAIN. CITY OF TYPICAL CHANHASSEN EWATER R VICE REVISED: 1-98 DATE: 2-97 PLATE NO.: 1005 FILE NAME: 3931005 TYPICAL WATER SERVICE NO SCALE DROP LID 7.5' Minimum cover required WATER Tyler No. 6860 over top of water main. Mueller No. H-10361 Bibby -Ste -Croix No. B-5160 PROVIDE VALVE STEM RISERS TO WITHIN 6" OF THE SURFACE IF THE DISTANCE FROM THE TOP NUT OF THE VALVE TO THE SURFACE IS GREATER THAN 8'. Grade TOP Tyler No. 6860 26" Mueller No. H-10361 26" Bibby -Ste -Croix No. VB502 27" EXTENSION Tyler No. 58 14" _ No. 59 18" No. 60 24" Mueller No. 58 14" No. 59 20" Bibby -Ste -Croix VB520 No. 57 9" VB521 No. 58 14" VB522 No. 59 20" VB523 No. 60 26" BOTTOM Tyler No. 6860 65" Mueller No. H-10361 65" Bibby -Ste -Croix No. VB516 60" Valve and Box to be plastic wrapped per BASE section 2.03a Adjust top to 3/4" below grade. Box to be set to provide 12" of adjustment. Tyler No. 6860 Mueller No. H-10357 Bibby -Ste -Croix B-5001 Gate valve box, screw type, 3 piece, 5 1/4" shaft, size G box, 7'-6 extended, #6 round base - GATE VALVE ADAPTER: 1/4' STEEL WITH PROTECTIVE COATING, 1/2" RUBBER GASKET INSTALLED BETWEEN. THE GATE VALVE AND GATE VALVE ADAPTER. Resilient Wedge Valve Conforming to AWWA C-515-80 standards with all stainless steel nuts & bolts. 18"X18"X8" concrete block CITY OF GATE VALVE CHANHASSENINS N D BOX OTI ON REVISED: 2-97.1-03,1-04 DATE: 2-97 7 PLATE NO.: 1 006 FILE NAME:393 1006 7 6442 CITY WEST PARKWAY EDEN PRAIRIE, MN 55344 PHONE: (612) 947-0000 FAX: (952) 946-9794 GATE VALVE AND BOX INSTALLATION NO SCALE NOTES; 1. Shape of back of buttress may vary as long as poured against firm undisturbed earth. 2. Dimension C1,C2,C3 should be large enough to make angle 0 equal to or larger than 45'. 3. Dimension A1,A2,A3 should be as large as possible without interfering with MJ bolts. 4. 6 = 45' Minimum. 5. Place polyethylene between concrete & pipe. 6. All bends & fittings shall be restrained with Megalugs thrust restraints or equal 0• - See no PLAN 90' BENDS CONCRETE SHAI IN CONTACT W" THIS QUADRANI OF PIPE 0 - See note 4 PLAN 45' BENDS 9 - See --`- ' SECTION A -A PLAN 22 1/2' BENDS CITY OF CONCRETE CHANHASSENTHRUST BLOCKING REVISED: DATE: 2-97 PLATE NO.: 1002 FILE NAME: 393_1002 J CONCRETE BLOCK THRUSTING NO SCALE FINAL GRADE tt; ll J1=JL=.IL=JL=JL=JL=JL=JL=JL=JL=JL=JL=JL=.LL=L=.11 LL�JL�.II 11 1L=.II.=ll=1L=JL=11=J1=J1=Jl-J1=IL=ll=1L=A=.IL=.I1.=ll: Il=1t=.I1=1L ., > MINIMUM 6" SAND FILL 3" MINIMUM -• O• INSULATIONSAND FILL RIGID N OTE: PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED. COVER OVER PIPE — ❑ WIDTH OF INSULATING BOARD — b 5' 5' 6' 3' CITY OF INSULATION CHANHASSEN DETAIL REVISED: 2-97 DATE: 2-97 PLATE NO.' 2205 FILE NAME: 393_2205 L y LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS STATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA DETAILS INSULATION DETAIL NO SCALE REVISIONS 7/28/04 - CITY REVIEW COMMENTS DRAWN BY BUTTRESS DIMENSIONS CHECKED BY CW PIPE 22 1/2' BEND 45' BEND 90' BEND/TEE 04044 SIZE 831 D1 B2 D2 B3 D3 6" 1'-5" 1'-5" 1'-5" V-5" 2'-1" 1'-6" 8" V-5" 1'-5" 2'-1" 1'-6" 2'-8" 2'-0" 12" V-10" 1'-10" 3'-4" 2'-O" 4'-9" 2'-6" 16" 3'-0" 2'-0" 3'-10" 3'-0' 6'-2" 3'-6" 20" 3'-6" 2'-8" 5'-6' 3'-4' 8'-4"g::O 24" 4'-4" 3'-0" 6'-10" 3'-10' 9'-8" 30" - - 9'-3" 6'-0' 17'-0' PLAN 90' BENDS CONCRETE SHAI IN CONTACT W" THIS QUADRANI OF PIPE 0 - See note 4 PLAN 45' BENDS 9 - See --`- ' SECTION A -A PLAN 22 1/2' BENDS CITY OF CONCRETE CHANHASSENTHRUST BLOCKING REVISED: DATE: 2-97 PLATE NO.: 1002 FILE NAME: 393_1002 J CONCRETE BLOCK THRUSTING NO SCALE FINAL GRADE tt; ll J1=JL=.IL=JL=JL=JL=JL=JL=JL=JL=JL=JL=JL=.LL=L=.11 LL�JL�.II 11 1L=.II.=ll=1L=JL=11=J1=J1=Jl-J1=IL=ll=1L=A=.IL=.I1.=ll: Il=1t=.I1=1L ., > MINIMUM 6" SAND FILL 3" MINIMUM -• O• INSULATIONSAND FILL RIGID N OTE: PIPE SHALL BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED. COVER OVER PIPE — ❑ WIDTH OF INSULATING BOARD — b 5' 5' 6' 3' CITY OF INSULATION CHANHASSEN DETAIL REVISED: 2-97 DATE: 2-97 PLATE NO.' 2205 FILE NAME: 393_2205 L y LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS STATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA DETAILS INSULATION DETAIL NO SCALE REVISIONS 7/28/04 - CITY REVIEW COMMENTS DRAWN BY DE CHECKED BY CW DATE ISSUED 6-18-04 SCALE 1"=60' JOB NO. 04044 c-7 SHEET 10 OF 19 MINIMUM 6" OF— COMPACTED SAND TRANSITION TO SPECIFIED ONE PIPE LENG� DEPTH (TYPICAL). INSTALL VERTICAL BENDS HATH MEGA LUGS AS REQUIRED. SEWER 3" STYROFOAM INSULATION WATERMAIN UNDER STORM SEWER CITY OF WATER MAIN CHAHSE� STORM SEWER CROSSING LREVISED'98 DATE: 2-97 PLATE NO.' 2204 393_2204 G .7 WATER MAIN STORM SEWER CROSSING NO SCALE —Compacted - Backfill 12" + +++++++++++++. ++++++ +++'+'+++++++++++++ '+'++++++ .+ + + + + + +Z_— + Embedment + + + + + + + + + + Material + p 5B& + + 6' Pay Depth + + + + + + + + +Increments (typ.) + + + + + + + + + + + + + + + + + + + + 6" Pay Depth / / / / / / / / / / Foundation — increments (Typ.} / / / / / / / / If Required (see Note 1) "Bc" Denotes outside diameter of pipe NOTES: DE CHECKED BY CW 1. When existing soil conditions are not 1. A soils Engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be in accordance with MNDOT 3149.21-1 course filter aggregate. foundation embedment material if needed. Pipe 2. P.V.C. bedding shall be MNDOT 3149.213 select granular borrow with 100% passing a 3/4" sieve, and less than 10% passing a NO. 200 sieve. 3. A.B.S. bedding shall be MNDOT 3149.2A select granular borrow with 100% passing a 3/4" sieve and less than 20% passing a NO. 200 sieve. CITY OF PIPE BEDDING CHANHASSEN P.V.C. & A.B.S. REVISED: DATE: 2-97 PLATE NO.' 2L203t7 FILE NAME:393_2203 •7 ALLIANT ENGINEERING I N C O R P O R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MN 55415 (612)758-3080 (612)758-3099 FAX PIPE BEDDING P.V.C. & A.B.S. NO SCALE 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 Natural Ground r ; -1 NAME F)iwA —o I ��v U C 00+� ✓ -_III ZEN v, v0um 4> .L O r c O E+'s o 0 Ua) 2 d N 0 TE: The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter. CITY OF PIPE BEDDING CHANHASSEN GOOD S S DIP REVISED: DATE: 2-97. PLATE NO.: 2202 FILE NAME: 393_2202 0)< O — C 0u- 3 not 0 Z N p_2 PIPE BEDDING GOOD SOILS RCP & DIP NO SCALE Use MNDOT 3149.2A Granular Borrow The bottom of the trench shall be $ haped to fit the pipe barrel for at least 50% of the outside diameter diameter of pipe NOTES: DE CHECKED BY CW 1. When existing soil conditions are not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and I�h11q � shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter 1 117t 1.1(1"" Use MNDOT 3149.2A Granular Borrow The bottom of the trench shall be $ haped to fit the pipe barrel for at least 50% of the outside diameter diameter of pipe NOTES: DE CHECKED BY CW 1. When existing soil conditions are not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and backfill shall be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation embedment material if needed. Pipe foundation material shall be accordance with MNDOT 3149.2H course filter aggregate. CITY OF PIPE BEDDING CHANHASSEN IN POOR SOILS REVISED: 1-98 DATE: 2-97 PLATE NO.: 2201 FILE NAME:393_2201 6442 CITY WEST PARKWAY EDEN PRAIRIE, MN 55344 PHONE: (612) 947-0000 FAX: (952) 946-9794 PIPE BEDDING IN POOR SOILS NO SCALE LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS STATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA DETAILS REVISIONS 7/28/04 — CITY REVIEW COMMENTS DRAWN BY DE CHECKED BY CW DATE ISSUED 6-18-04 SCALE 1"=60' JOB NO. 04044 SHEET 11 OF 19 60.25 CIRCUM 45.9 RADIUS= 285.88'/360"-----g0•f \ I �s STANDARD CUL-DE-SAC x rt COM.,ANO. 60' RAD. 48' RAD. - URBAN 60' RAD. 45.5' RAD. RURAL 60' RAD. 40' RAD. *NOTE - 1. ALL DISTANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB. 2. PLUS V GRAVEL SHOULDER. (RURAL) CITY OF TYPICAL CBAWBA1121 CUL-DE-SAC REVISED: DA7E' 2 97 PLATE NO.: 5205 FILE .NAME: 393_5205 TYPICAL CUL-DE-SAC NO SCALE PL CL PL 30' 30' 18' to Face 18' to Face Wear Course to be 1/2" \opF Above Edge of Gutter 5 I I11 l 3.0% I 2.0% �' Moi o. 1 4" Topsoil. Seed & Mulch or Sod. B-618 Concrete 'Curb 1' �-\- 1.5 : 1 2"-MNDOT 2350 MVWE35035B 2"-MNDOT 2350 MVNW35035B 2 1/2"-MNDOT 2350 MVNW35055B 12" -Class 5 Aggregate Base, 100% Crushed 24" MNOOT 3149.28 Select Granular Borrow (See Note 7) Tack Coat - 2357 Tack Coat - 2357 1. R ght-of-Woy Required - 60'. 2. Maximum street grade 7.0%. 3. Minimum street grade 0.75%. 4. 4.0" Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roil of the prepared subgrade shall be performed by the owner in the presence of a city inspector. The city has the authority to require additional subgrade correction or to reduce the requirement of 24" MNDOT Select Granular Borrow to 12" based upon the result of the test roll. CITY OF TYPICAL MABHASSEB COMM: / INDUST. STREET SECTION REVISED: 2-97 . 2-01, 1-03 DATE: 2-97 _97 PLATE NO.: 5201 FILE NAME: 393_5201 TYPICAL COMM./INDUST. STREET SECTION NO SCALE TYPICAL CURB & GUTTER NO SCALE Variable A5' min. IExposed AgDgregate Ramp �j Surface. o Ilot Epoxy Glue Aggregate. oQ°o°o- °o°o° ooo°0000 a C. oo°°0oo°oo ooo0°°1*°o°°°° .0 7;0 OaJ 0°° 1°0 00O0.0000O0 0°o°O00 0p0poo°O°oo o 000 0OO ZQ(27 J Z 9 6 ¢ ED Vaoia a0 PLAN_ Jn11n' - m Max. sloe 10:1 A NOTE' Curb Opening To Be 3 c�> P 1 Less an Sidewalk Top of Curb or Trail Width. 5' 4' 6' 5' 7' 6' VQriable 5' 4 min. 5' 8' 7' Varies 9' 8' SECTION B -B 10' 9' Note: All Pedestrian Ramps 5' -4 - to be concrete. 1" Per Ft. or Flatter -----LIl LL6" Concrete 4" Class 5 Base SECTION A -A /Curb & Gutter Expansion Joint NOTES: In Lieu of the Above Treatment, the Contractor at His Option, After Normal Concrete Finishing, May Embed Aggregate, Meeting the Requirements of Spec. 3137 CA -70 Mocifled to 100% of the Material 1/2" to 3/8" in Size, in the Green Concrete. The Embedded Aggregate Shall Protrude at Least 3/16" Above the Concrete Surface. The Exposed Aggregate may be Lightly Rinsed to Wash Mortor off of it. CITY OF PEDESTRIAN SANBASSEN CURB RAMP REVISED:? -gal - 04 DATE: 2-97 7 PLATE NO.: 5215 1 J 5 WILE NAME:393 5215 7 PEDESTRIAN CURB RAMP NO SCALE PL VARI ABLE HYDRANT - VALVE BOX 6" 6"- VARIES 5'-6' SEE PLANS 1/4" SLOPE PER FT. TO ROADWAY :RETE SEE NOTES 1 & 3 4 Class 5 Base - 2, I 3, I 2.5' NOTES: 1. TYPICAL 6" THiCK CONCRETE SIDEWALK. 2. USE 7 1f2" THiCK FOR COMMERICAL DRIVEWAY CROSSING. 3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. CITY OF CONCRETE CSANBASSSN SIDEWALK REVISED: 2-99, 1-03 DATE:�- PLATE NO.: 5214 FILE NAME: 393_5214 CONCRETE SIDEWALK NO SCALE PROJECT NAME PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER- NAME PHONE NUMBER CONTACT- NAME PHONE NUMBER PERMITTED CONSTRUCTION HOURS- MON.-FRI. 7AM-6PM SATURDAY 9AM-5PM ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY MAINTENANCE OR DELIVERIft ALLOWED ON SITE OUTSIDE OF THESE HOURS. CITY OF CHANHASSEN ENGINEERING DEPARTMENT 937-1900 .EXT. 114 6' NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. CITY OF DEVELOPMENT CBANHASSES INFO SIGN REVISED: 2-01, 1-03 DATE: 1-98 . PLATE NO.: 5313 Z. FILE NAME: 393_5313 .J DEVELOPMENT INFO SIGN NO SCALE CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FiRE LANE SIGNAGE NOTES: NO 1. Signs to be a minimum of PARKING 12" x 18". FIRE 2. Red on white is preffered. LANE 3. 3M or equal engineer's grade reflective sheeting on aluminum is preffered. 4. Wording shall be: NO PARKING FIRE LANE 5. Signs shall be posted at each end of the fire lane and at least at every 75' intervals along the fire lane. 6. All -signs shall be duoble sided facing the direction of travel. 7. Post shall be set back a i� minimum of 24' but not more than 36' from the back of curb. 8. A fire lane shall be required in front of fire 2' Mfn. deportment connections extending 5' on each side and along all areas designated by the Fire Chief. Curb CHANHASSEN FiRE DEPARTMENT FIRE PREVENTION POLICY 06-1991 JANUARY 15, 1991 Lj ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, WITH A SITE PLAN, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. CiTY OF FIRE LANE CHASBASSE1 SIGNAGE REVISED: "DATE: n i PLATE NO.: 218 FILE. NAME: 393-WIB 111 FIRE LANE SIGNAGE NO SCALE I 6" 1 Distance to E variable 1/2"r 3'r Top Material Bituminous 1/2'r ALLIANT slope report was prepared me or under my direct supervision and that I am a duly registered • ° 3/4" per ft :- - • :• "MnDOT B618 _. • Concrete Curb and Gutter DRAWN BY 8' 18" i e'- t Oista to q varame 1/rr I I 3•r1/2"r Top Bituminous Material 1HP •• ° , 3XII wr n MnDOT B612 ' • + ..r a Concrete Curb and Gutter r' ` NOTE: e' tY For Use Only with Private Driveways, ENGINEERING Parking Lots,or Medians. ENGINEER under he laws of the State of MINNESOTA 28"R 12'11 lee 68"R Top Bituminous Material F STATE HIGHWAYS 41 & 5 CHECKED BY "= ' SURMOUNTABLE o 1 2" , '.' •„ `' - ^ \ Concrete Curb and Gutter 17 1/2' 28" CHANHASSEN, MINNESOTA 4' 8 1 1/8'r _ "Bituminous Bituminous Curb m Surface 6" Shoe Formed CiTY OF DATE ISSUED 6-18-04 TYPICAL CURB CIANBA1121 AND GUTTER REVISED:2-97. DATE: 2-97 G .9 PLATE NO.:. 5203 G FILE NAME: 393_5203 TYPICAL CURB & GUTTER NO SCALE Variable A5' min. IExposed AgDgregate Ramp �j Surface. o Ilot Epoxy Glue Aggregate. oQ°o°o- °o°o° ooo°0000 a C. oo°°0oo°oo ooo0°°1*°o°°°° .0 7;0 OaJ 0°° 1°0 00O0.0000O0 0°o°O00 0p0poo°O°oo o 000 0OO ZQ(27 J Z 9 6 ¢ ED Vaoia a0 PLAN_ Jn11n' - m Max. sloe 10:1 A NOTE' Curb Opening To Be 3 c�> P 1 Less an Sidewalk Top of Curb or Trail Width. 5' 4' 6' 5' 7' 6' VQriable 5' 4 min. 5' 8' 7' Varies 9' 8' SECTION B -B 10' 9' Note: All Pedestrian Ramps 5' -4 - to be concrete. 1" Per Ft. or Flatter -----LIl LL6" Concrete 4" Class 5 Base SECTION A -A /Curb & Gutter Expansion Joint NOTES: In Lieu of the Above Treatment, the Contractor at His Option, After Normal Concrete Finishing, May Embed Aggregate, Meeting the Requirements of Spec. 3137 CA -70 Mocifled to 100% of the Material 1/2" to 3/8" in Size, in the Green Concrete. The Embedded Aggregate Shall Protrude at Least 3/16" Above the Concrete Surface. The Exposed Aggregate may be Lightly Rinsed to Wash Mortor off of it. CITY OF PEDESTRIAN SANBASSEN CURB RAMP REVISED:? -gal - 04 DATE: 2-97 7 PLATE NO.: 5215 1 J 5 WILE NAME:393 5215 7 PEDESTRIAN CURB RAMP NO SCALE PL VARI ABLE HYDRANT - VALVE BOX 6" 6"- VARIES 5'-6' SEE PLANS 1/4" SLOPE PER FT. TO ROADWAY :RETE SEE NOTES 1 & 3 4 Class 5 Base - 2, I 3, I 2.5' NOTES: 1. TYPICAL 6" THiCK CONCRETE SIDEWALK. 2. USE 7 1f2" THiCK FOR COMMERICAL DRIVEWAY CROSSING. 3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. CITY OF CONCRETE CSANBASSSN SIDEWALK REVISED: 2-99, 1-03 DATE:�- PLATE NO.: 5214 FILE NAME: 393_5214 CONCRETE SIDEWALK NO SCALE PROJECT NAME PROJECT DESCRIPTION -A 54 LOT SINGLE FAMILY RESIDENTIAL SUBDIVISION DEVELOPER- NAME PHONE NUMBER CONTACT- NAME PHONE NUMBER PERMITTED CONSTRUCTION HOURS- MON.-FRI. 7AM-6PM SATURDAY 9AM-5PM ABSOLUTELY!!! NO CONSTRUCTION ACTIVITY MAINTENANCE OR DELIVERIft ALLOWED ON SITE OUTSIDE OF THESE HOURS. CITY OF CHANHASSEN ENGINEERING DEPARTMENT 937-1900 .EXT. 114 6' NOTES: 1. SIGN SHALL HAVE A MINIMUM OF TWO POSTS. 2. INSTALL SIGNS AT ALL CONSTRUCTION ENTRANCES. 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LETTERING. 4. LETTER SIZE TO FIT 8' X 6' SIGN. CITY OF DEVELOPMENT CBANHASSES INFO SIGN REVISED: 2-01, 1-03 DATE: 1-98 . PLATE NO.: 5313 Z. FILE NAME: 393_5313 .J DEVELOPMENT INFO SIGN NO SCALE CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FiRE LANE SIGNAGE NOTES: NO 1. Signs to be a minimum of PARKING 12" x 18". FIRE 2. Red on white is preffered. LANE 3. 3M or equal engineer's grade reflective sheeting on aluminum is preffered. 4. Wording shall be: NO PARKING FIRE LANE 5. Signs shall be posted at each end of the fire lane and at least at every 75' intervals along the fire lane. 6. All -signs shall be duoble sided facing the direction of travel. 7. Post shall be set back a i� minimum of 24' but not more than 36' from the back of curb. 8. A fire lane shall be required in front of fire 2' Mfn. deportment connections extending 5' on each side and along all areas designated by the Fire Chief. Curb CHANHASSEN FiRE DEPARTMENT FIRE PREVENTION POLICY 06-1991 JANUARY 15, 1991 Lj ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, WITH A SITE PLAN, FOR APPROVAL BY THE FIRE CHIEF. IT IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. CiTY OF FIRE LANE CHASBASSE1 SIGNAGE REVISED: "DATE: n i PLATE NO.: 218 FILE. NAME: 393-WIB 111 FIRE LANE SIGNAGE NO SCALE hereby certify that this plan, specification or by LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS REVISIONS ALLIANT report was prepared me or under my direct supervision and that I am a duly registered DRAWN BY DE 1HP TIME 7/28/04 - CITY REVIEW COMMENTS ENGINEERING ENGINEER under he laws of the State of MINNESOTA STATE HIGHWAYS 41 & 5 CHECKED BY cw CHANHASSEN, MINNESOTA I N C O R P O R A T E D 233 PARK AVENUE SOUTH DATE ISSUED 6-18-04 C 9 SUITE 200 MINNEAPOLIS. MN 55415 612 758-3080 6442 CITY WEST PARKWAY SCALE 1"=60' Signature 612 758-3099 FAX EDEN PRAIRIE, MN 55344 PHONE: (512) 947-0000 Date Registration Number FAX: (952) 946-9794 DETAILS JOB NO. 04044 SHEET 12 OF 19 PLANTING NOTES: STATE HIGHWAY N0. 5 LANDSCAPE CUNIKACIUK SMALL VIJII 511L I'KIUK IU ALL MATERIAL SHALL COMPLY WITH THE LATE51 LUIIIUN _ —. ---- - SUBMITTING BID TO BECOME COMPLETELY FAMILIAR OF THE AMERICAN STANDARD FOR NURSERY STOCK, _ — _— OM — — — WITH SITE CONDITIONS. BAC 0 AREAS. EAS AMERICAN ASSOCIATION L NURSERYMEN. E -- — EXISTING SWALE BOTT — -- - - --- = _,•�� -- - - - __- _ _ ___ _ _ _. - _..- INSTALL 6" MIN BLACK DIRT TO ALL SOD, SEED AND SHRUB AR ALL TREE TRUNKS SHALL BE WRAPPED WITH BROWN CREPE - - CONTRACTOR RESPONSIBLE FOR FINE GRADING OF SO APR APRIL. APPLY WRAP IN NOVEMBER AND REMOVEIN WETLAND CONTRACTOR WILL STAKE OR MARK ALL PLANT MATERIAL LOCATIONS DELINEATED BY ALLIANT ENGINEERING, INCA/ PRIOR TO INSTALLATION. CONTRACTOR SHALL HAVE OWNERS LANDSCAPE CONTRACTOR TO WATER AND MAJNTAJN ALL i ON APRIL 30, 2004 _ - - — • — — ' — / BOTTOM REPRESENTATIVE APPROVE ALL STAKING PRIOR TO INSTALLATION. PLANT MATERIALS AND SOD UNTIL INITIAL ACCEPTANCE. _ - - - - _ —�- EXISTING SWALE SEED LIMITS REPAIR AT NO COST TO OWNER ALL DAMAGE TO PROPERTY _ _ - - - - - �� ALL PERENNIAL BEDS TO BE BED MULCHED WITH 2" DEPTH OF 1 _ _ SHREDDED HARDWOOD MULCH.RESULTING FROM LANDSCAPE WORK. OOIJvOO U�✓ Q� �r°2 "." Q ---- -----------�--Q----- - ------------- - �� MULCH OVER WEED BARRIER.OF G FOR UTILITY LACATIONS 00000 �Q-Q Y + y I I CONTRACTOR IS RESPONSIBLE FOR CALLING >•r•x _ "` O O O Q A z p r• O s 00 O O I ALL SHRUB AREAS TO BE BED MULCHED WITH 4" DEPTH AND FOR LOCATING ALL UNDERGROUND Odom " �Nn4`Fs �N'•' +r"A. O O ,-=z!Nn4•,O Q \ SHREDDED HARDWOODUTILITIES AND SHALL AVOID DAMAGE TO UTILITIES DURING THE i 0 +r • zY. •,r"s �r.z ,r.q N'•h rN„vT", OQO I / / / i ••,N„4� Y• i rk.YAi'• �`.` .4Y > •�- ,+r•,_ i r"!, -ate, �, N,`V :w �� •µ,�:` 'w"N ;+s,��` COURSE OF THE WORK. CONTRACTOR IS RESPONSIBLE FOR REPAIR- INSTALL 4-6" SHREDDED HARDWOOD MULCH AROUND ROOT ING ANY DAMAGE TO UTILITIES, SITE STRUCTURES, ETC., RESULTING SAUCER OF ALL TREES ISOLATED FROM PLANT BEDS. FROM LANDSCAPE CONSTRUCTION, / ��• ! I I T t , 4 t, a T ' s t f l t I I I t LANDSCAPE CONTRACTOR IS TO BE RESPONSIBLE FOR WATERING ©o0p PLANTING SOIL SHALL CONSIST OF SOx SELECT LOAMY SEED LIMITS -\ TOPSOIL, 25% PEAT MOSS, 25R PIT RUN SAND. I ALL PLANE MATERIALS UNTIL THE TIME THE PERMANENT IRRIGATION oilSYSTEM 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 q I q CONTRACTOR WILL MAKE ALL REPLACEMENTS PROMPTLY (AS PER AREAS PRIOR TO ANY PLANT INSTALLATION. p DIRECTION OF OWNER). � i ` o} STAKING AND GUYING OF TREES OPTIONAL LANDSCAPE - ANY MATERIAL WHICH DIES, OR DEFOLATES (PRIOR TO ACCEPTANCE CONTRACTOR SHALL MAINTAIN PLUMBNESS OF TREES FOR ,1 ' I OF THE WORK) WILL BE PROMPTLY REMOVED AND REPLACED. DURATION OF WARRANTY PERIOD. O i CONTRACTOR TO SUPPLY DESIGN AND INSTALLATION OF AN Y•z ir 3' THE EOWNERS AVY REPRESENTATIVE RESERVES THE RIGHT TO L NOT MEETING SPECIFICATIONS. IRRIGATION PLAN. USE RAINBIRD OR APPROVED EQUAL / rn” S H SUBMIT TO OWNER FOR APPROVAL W r W REFER TO SHEET C-4 FOR PLANTING DETAILS. OFFICE BUILDING 2 q I � 2 -RC � al OFFICE BUILDING 1 i • q r - 1.w { 1 3-4' I j I, Y.j >•'•>' Ji 3 -RC ISS 1 SOD LIMITS 4 -NP Z — 5 -CA >_ I 4, r, 2 -PG Q I ?> 1 -NP S . 4 - 19 -PD 9 -NF L.LI if }Y t N Y.� ' 9 -NF • 4 � i6 -SD - 4_g5 3 -RC I I 5 -RC -42 -SM 5 -BS I I SOD I SOD I SOD r v E 7 -ID 7 -ID 1 .r1► 1 .�1.► / 4 -BSE/ `v SOD fi 6 SOD UMTTS ALLIANT ENGINEERING I N C O R P O R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MN 55415 M2J758-3080 2 758-3099 FAX 9 -NF 19-P 24 -SB 9 N 1 TY. d COMMON LM M 7 rf1�. .. •1 ►� •r TRUNK, 2.5" B&B Tilia americana I 13 CA CIMMARON ASH CD ��Il�v► CD %:�e CSP • / al 12 (T MARSHALL'S SEEDLESS ASH cu � 1 � I RB RIVER BIRCH 3 Betula nigra 66 RM RED MAPLE 1 d - 'r CD 58 0 SUGAR MAPLE v Acer saccharum 7 -C ORNAMENTAL TREES CLUMP JAPANESE TREE LILAC Ln I 5 -RC -42 -SM 5 -BS I I SOD I SOD I SOD r v E 7 -ID 7 -ID 1 .r1► 1 .�1.► / 4 -BSE/ `v SOD fi 6 SOD UMTTS ALLIANT ENGINEERING I N C O R P O R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MN 55415 M2J758-3080 2 758-3099 FAX 9 -NF 19-P 24 -SB 9 N 1 I Do_LM 100--M 1 -RMI -RM ~ SOD / �W�•.' i •R W.wz •K'4 '`r.Y N„�. +N�t�N• Nn�u� •r N>�. N'•y, 3-Tt+- - - - 8 -CS 5 --DIF 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 19 -AW 29 -AW SE TH ASE OJ 24 -SB r^,v - 2 -SM bfli.:l 16 -LP 2-NF� OL1 -RM 19 -PDD 2 -SM 24 -SB 24 -SD 24 -SB 2 -SM YlS19-PD - 3 -NF 3 -RM 24 -SD - 6 -LP 7 -GF 6 -LP t 5 -NF 17 -PD LIFETIM 4 -DK -SS - 4 -RB 4 -DK - 3 -RM 6 -LP PHASE TWO Ell PHASEONE 24 -SB 2 -SI 19 -PI 9 -NF -NF 16 -SD TT_ 18 -SI .✓"� 2 -RN 24 -SB 9-NF- �9-PD- 19-PDQ 2 -SM 24 -SB 24 -SB 1 -RM 9 -NF 16 -SD 1 TY. K COMMON LM REMARKS 7 rf1�. .. •1 ►� •r TRUNK, 2.5" B&B Tilia americana NO 13 CA CIMMARON ASH �'[fa� ��Il�v► �\\^,`�.`i/ii /i��Y�C.[- ■ \\\^ �Ui %:�e CSP • / 12 MA MARSHALL'S SEEDLESS ASH 2.5" B&B STRAIGHT TRUNK, ST V—CROTCH Fraxinus pennsylvanica 'M.S.' 6 RB RIVER BIRCH 12' HT. 3—ST Betula nigra I Do_LM 100--M 1 -RMI -RM ~ SOD / �W�•.' i •R W.wz •K'4 '`r.Y N„�. +N�t�N• Nn�u� •r N>�. N'•y, 3-Tt+- - - - 8 -CS 5 --DIF 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 19 -AW 29 -AW SE TH ASE OJ 24 -SB r^,v - 2 -SM bfli.:l 16 -LP 2-NF� OL1 -RM 19 -PDD 2 -SM 24 -SB 24 -SD 24 -SB 2 -SM YlS19-PD - 3 -NF 3 -RM 24 -SD - 6 -LP 7 -GF 6 -LP t 5 -NF 17 -PD LIFETIM 4 -DK -SS - 4 -RB 4 -DK - 3 -RM 6 -LP PHASE TWO Ell PHASEONE 24 -SB 2 -SI 19 -PI 9 -NF -NF 16 -SD TT_ 18 -SI .✓"� 2 -RN 24 -SB 9-NF- �9-PD- 19-PDQ 2 -SM 24 -SB 24 -SB 1 -RM 9 -NF 16 -SD 1 ♦•M• •4 �+4 - r Y•r M r v M•r' w•r w•r +r•r ` _ � •. ,arr c � '- � ,.,Yv : .• 'NnV` i . K �� � •,�,p My N,\j N'• 'N i` '+M� 'Nr6y's 'Nn`• lva �. !' ' " "'„ i •� - 3 -BS - - - - 3 -BS 3 -NP - - - - - - - 5 CS 3 -CS 4 -BS 1 -NP SOD LIMITS 4 -BS 3-; 8 -CS TIN 6442 CITY WEST PARKWAY EDEN PRAIRIE, MN 55344 PHONE: (612) 947-0000 FAX: (952) 946-9794 LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS STATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA LANDSCAPE PLAN �II I ---� -r'' ✓ 9 -MG 1 -SM /f / k16 -SD 2 -RM - 2 -AL / I-sB 5 NP SO / SODIf — 4 -SJ / -4-SC 3 -TA AL -MG 6_ -CS SOD\\ / / 3-TH 1.4.. 13 -AL -il LIMITS -6-TA � ' / 13-MG_IkF_ �• n�K I a 2 -SJ 5 -BH / 1 -RM I 3 -DE 6 -CS -4-TH I / 8-TA/� -13-MG I. r"z I 1—RM " N �- 0*11 17-NF e� � r n 1 -RM 3 -BS o 5 -RM / SOD / r >+Y•h SOD �.. 7 BS 7w%=== 0' 40' 80' 120' SCALE IN FEET NORTH LANDSCAPE SCHEDULE TY. K COMMON LM REMARKS 7 AL OVERSTORY TREES AMERICAN LINDEN TRUNK, 2.5" B&B Tilia americana NO 13 CA CIMMARON ASH STRAIGHT TRUNK, 2.5" B&B NO V -CROTCH Fraxinus pennsylvanica 'Cimmzam' 12 MA MARSHALL'S SEEDLESS ASH 2.5" B&B STRAIGHT TRUNK, ST V—CROTCH Fraxinus pennsylvanica 'M.S.' 6 RB RIVER BIRCH 12' HT. 3—ST Betula nigra 66 RM RED MAPLE 1 'r 58 SM SUGAR MAPLE 2.5" B&B NO STRAIGHT CROTCH TRUNK, Acer saccharum 7 JL ORNAMENTAL TREES CLUMP JAPANESE TREE LILAC 8' B&B 3—ST° CLUMP MIN Syringa reticulata 25 PC PINK SPIRES FLOWERING CRAB 2" B&B STRAIGHT TRUNK, Malus Pind Spires NO V—CROTCH 2 PG PAGODA CLUMP DOGWOOD 6' B&B 3 -STEM CLUMP MIN Cornus alternifolia 29 RC RED SPLENDER FLOWERING CRAB 2" B&B STRAIGHT TRUNK, Malus 'Red Splender NO V—CROTCH 9 SC SPRING SNOW FLOWERING CRAB 2" B&B STRAIGHT TRUNK, Malus 'Spring Snow' NOV—CROTCH 20 TH THORNLESS HAWTHORN CLUMP 6' B&B 3—STEM LU PMIN Crataegus crus—galli var. inermis 14 QA QUAKING ASPEN 20 GAL. CONT. STRAIGHT TRUNK. Populus tremuloides CONIFEROUS TREES NO V -CROTCH 53 BS BLACK HILLS SPRUCE 6' B&B STRAIGHT TRUNK, Picea glauca densata NO V—CROTCH 36 CS COLORADO BLUE SPRUCE 6' B&B STRAIGHT TRUNK, Picea pungens glauca No v-caorcH 5 DF DOUGLAS FIR6' B&B STRAIGHT TRUNK, Pseudotsugo menziesii NO V—CROTCH 31 NP NORWAY PINE 6' 8&B Pinus resinosa VGHT CROTCHK 115 AW SH ANTHONY WATER SPIREM 18" HT., CONT MIN. 5 CANES P.i Spirea x bumalda 'Anthony Water' AT HT. SPEC. 66 AF ARTIC BLUE LEAF 18" HT., CONT MIN. 5 CANES Salix purpurea 'Nana' AT HT. SPEC. 26 BH BUSH HONEYSUCKLE 18" HT., CONT MIN. 5 CANES AT HT. SPEC. Diervilla lonicero 8 DE DWARF WINGED EUONYMUS 24" HT. CONT MIN. 5 CANES Euonymus alatus Compactus AT HT. SPEC. 65 DK DWARF KOREAN LILAC 24" HT. CONT. MIN. 5 CANES Syringa meyeri 'Palibin' AT HT. SPEC. 54 GF GOLD FLAME SPIREM 18" HT., CONT MIN. 5 CANES Spirea x bumalda 'Gold Flame' AT HT. SPEC. 31 GS GROW—LOW SUMAC 18" HT., CONT MIN. 5 CANES Rhus aromatics 'Grow—Low' AT Hr SPEC. 8 NB NANNEYBERRY 4' HT., B&B. MIN. 5 CANES Viburnum lentago AT H. SPEC. 363 NF NEON FLASH SPIREA 18" HT., CONT MIN. s CANES Spiraea joponica 'Neon Flash' AT HT. SPEC. 18 NR NEARLY WILD SHRUB ROSE 18" HT., CONT MIN. 5 CANES Rosa 'Nearly Wild' AT H. SPEC. 6 SS SERVICEBERRY 6' HT., B&B. MIN. 5 CANES Amelanchier alnifolia 'Regent' AT HT. SPEC. 3 SG SEA GREEN JUNIPER 24" DIA., B&B. MIN. 5 CANES Juniperus chinensis 'Sea Green' AT DA SPEC. 53 Si SCANDIA JUNIPER 24" DIA., B&B. MIN. 5 CANES Juniperus sabina 'Scandia' AT DIA. SPEC. 28 TA err. 5' HT., B&B MIN. 5 CANES g.■w7■�!I'�/� > r Thuja occidentalis Techny AT HT. SPEC. 16 TY TAUNTON YEW 24" DIA., B&B. MIN. 5 CANES Taxus x media Taunton AT DIA SPEC. 104 LP LITTLE PRICESS SPIREM0.T 18" HT., CONT MIN. 5 CANES Spirea x bumalda 'Little Princess' 'TT. SPEC. 26 ID ISANTI DOGWOOD 18" HT., CONT. MIN s CANES Comus sercicea 'Isonti' AT HT. SPEC. tr PERENNIALS 41 BF BLUE FESCUE 1 GAL., CONT. r F. cinera 'Boulder Blue' 16 BR VIETTE'S LITTLE SUZY 1 GAL., CONT. Rudbeckia speciosa 'Viette's little suzy' 73 CB CORAL BELLS 1 GAL., CONT. Heuchera micrantha 'Palace Purple' 50 GM MAX FREI GERANIUM 1 GAL., CONT. Geranium sanguine'_', -I 'Max Frei' ♦•M• •4 �+4 - r Y•r M r v M•r' w•r w•r +r•r ` _ � •. ,arr c � '- � ,.,Yv : .• 'NnV` i . K �� � •,�,p My N,\j N'• 'N i` '+M� 'Nr6y's 'Nn`• lva �. !' ' " "'„ i •� - 3 -BS - - - - 3 -BS 3 -NP - - - - - - - 5 CS 3 -CS 4 -BS 1 -NP SOD LIMITS 4 -BS 3-; 8 -CS TIN 6442 CITY WEST PARKWAY EDEN PRAIRIE, MN 55344 PHONE: (612) 947-0000 FAX: (952) 946-9794 LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS STATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA LANDSCAPE PLAN �II I ---� -r'' ✓ 9 -MG 1 -SM /f / k16 -SD 2 -RM - 2 -AL / I-sB 5 NP SO / SODIf — 4 -SJ / -4-SC 3 -TA AL -MG 6_ -CS SOD\\ / / 3-TH 1.4.. 13 -AL -il LIMITS -6-TA � ' / 13-MG_IkF_ �• n�K I a 2 -SJ 5 -BH / 1 -RM I 3 -DE 6 -CS -4-TH I / 8-TA/� -13-MG I. r"z I 1—RM " N �- 0*11 17-NF e� � r n 1 -RM 3 -BS o 5 -RM / SOD / r >+Y•h SOD �.. 7 BS 7w%=== 0' 40' 80' 120' SCALE IN FEET NORTH LANDSCAPE SCHEDULE TY. K COMMON LM REMARKS 7 AL OVERSTORY TREES AMERICAN LINDEN TRUNK, 2.5" B&B Tilia americana NO 13 CA CIMMARON ASH STRAIGHT TRUNK, 2.5" B&B NO V -CROTCH Fraxinus pennsylvanica 'Cimmzam' 12 MA MARSHALL'S SEEDLESS ASH 2.5" B&B STRAIGHT TRUNK, ST V—CROTCH Fraxinus pennsylvanica 'M.S.' 6 RB RIVER BIRCH 12' HT. 3—ST Betula nigra 66 RM RED MAPLE 2.5" B&B STRAIGHT CROTCH Acer rubrum 'Northwood' 58 SM SUGAR MAPLE 2.5" B&B NO STRAIGHT CROTCH TRUNK, Acer saccharum 7 JL ORNAMENTAL TREES CLUMP JAPANESE TREE LILAC 8' B&B 3—ST° CLUMP MIN Syringa reticulata 25 PC PINK SPIRES FLOWERING CRAB 2" B&B STRAIGHT TRUNK, Malus Pind Spires NO V—CROTCH 2 PG PAGODA CLUMP DOGWOOD 6' B&B 3 -STEM CLUMP MIN Cornus alternifolia 29 RC RED SPLENDER FLOWERING CRAB 2" B&B STRAIGHT TRUNK, Malus 'Red Splender NO V—CROTCH 9 SC SPRING SNOW FLOWERING CRAB 2" B&B STRAIGHT TRUNK, Malus 'Spring Snow' NOV—CROTCH 20 TH THORNLESS HAWTHORN CLUMP 6' B&B 3—STEM LU PMIN Crataegus crus—galli var. inermis 14 QA QUAKING ASPEN 20 GAL. CONT. STRAIGHT TRUNK. Populus tremuloides CONIFEROUS TREES NO V -CROTCH 53 BS BLACK HILLS SPRUCE 6' B&B STRAIGHT TRUNK, Picea glauca densata NO V—CROTCH 36 CS COLORADO BLUE SPRUCE 6' B&B STRAIGHT TRUNK, Picea pungens glauca No v-caorcH 5 DF DOUGLAS FIR6' B&B STRAIGHT TRUNK, Pseudotsugo menziesii NO V—CROTCH 31 NP NORWAY PINE 6' 8&B Pinus resinosa VGHT CROTCHK 115 AW SH ANTHONY WATER SPIREM 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 'Nana' AT HT. SPEC. 26 BH BUSH HONEYSUCKLE 18" HT., CONT MIN. 5 CANES AT HT. SPEC. Diervilla lonicero 8 DE DWARF WINGED EUONYMUS 24" HT. CONT MIN. 5 CANES Euonymus alatus Compactus AT HT. SPEC. 65 DK DWARF KOREAN LILAC 24" HT. CONT. MIN. 5 CANES Syringa meyeri 'Palibin' AT HT. SPEC. 54 GF GOLD FLAME SPIREM 18" HT., CONT MIN. 5 CANES Spirea x bumalda 'Gold Flame' AT HT. SPEC. 31 GS GROW—LOW SUMAC 18" HT., CONT MIN. 5 CANES Rhus aromatics 'Grow—Low' AT Hr SPEC. 8 NB NANNEYBERRY 4' HT., B&B. MIN. 5 CANES Viburnum lentago AT H. SPEC. 363 NF NEON FLASH SPIREA 18" HT., CONT MIN. s CANES Spiraea joponica 'Neon Flash' AT HT. SPEC. 18 NR NEARLY WILD SHRUB ROSE 18" HT., CONT MIN. 5 CANES Rosa 'Nearly Wild' AT H. SPEC. 6 SS SERVICEBERRY 6' HT., B&B. MIN. 5 CANES Amelanchier alnifolia 'Regent' AT HT. SPEC. 3 SG SEA GREEN JUNIPER 24" DIA., B&B. MIN. 5 CANES Juniperus chinensis 'Sea Green' AT DA SPEC. 53 Si SCANDIA JUNIPER 24" DIA., B&B. MIN. 5 CANES Juniperus sabina 'Scandia' AT DIA. SPEC. 28 TA TECHNY ARBORVITAE 5' HT., B&B MIN. 5 CANES > r Thuja occidentalis Techny AT HT. SPEC. 16 TY TAUNTON YEW 24" DIA., B&B. MIN. 5 CANES Taxus x media Taunton AT DIA SPEC. 104 LP LITTLE PRICESS SPIREM0.T 18" HT., CONT MIN. 5 CANES Spirea x bumalda 'Little Princess' 'TT. SPEC. 26 ID ISANTI DOGWOOD 18" HT., CONT. MIN s CANES Comus sercicea 'Isonti' AT HT. SPEC. PERENNIALS 41 BF BLUE FESCUE 1 GAL., CONT. F. cinera 'Boulder Blue' 16 BR VIETTE'S LITTLE SUZY 1 GAL., CONT. Rudbeckia speciosa 'Viette's little suzy' 73 CB CORAL BELLS 1 GAL., CONT. Heuchera micrantha 'Palace Purple' 50 GM MAX FREI GERANIUM 1 GAL., CONT. Geranium sanguine'_', -I 'Max Frei' 135 KF FEATER REED GRASS 3 GAL., CONT. C. x acutifloro 'Karl Foerster' 983 LM LAMIUM 4", CONT. Lamium maculatum 'Beacon Silver 162 MG MISCANTHUS FLAME GRASS 3 GAL-, CONT. Miscanthus sinensis 'Purpuroscens' 1304 PD PARDON ME DAYLILY 1 GAL_, CONT. Hemerocallis 'Pardon Me' 225 RS ROYAL STANDARD HOSTA 1 GAL., CONT. Hosta 'Royal Standard' 953 SD STELLA DE ORO DAYLILY 1 GAL., CONT. Hemerocallis 'Stella de Oro' 1097 SB MAY NIGHT BLUE SALVIA 1 GAL., CONT. S. x superba 'Mainacht' 205 WB WIDE BRIM HOSTA 1 GAL., CONT. Hosta 'Wide Brim' REVISIONS 7/28/04 — CITY REVIEW COMMENTS DRAWN BY MK CHECKED BY CW DATE ISSUED 6-24-04 SCALE 1"=40' JOB NO. 04044 C-10 SHEET 13 OF 19 SECTION PIK MONUMENT SIGN ELEVATION 3/4" , 1'-0" 8" CMU � BRICK 1A�_B1n \ MONUMENT 51nN PLAN 3/4" I'-0" IFS W/GAP FLASHING SIM W__0T._2111501 411111001wlffl "LIFETIME FITNESS" SIGNAGE, BOTH SIDES 'CMU W/4" BRICK A. SIDE I6" OVERALL SIGN ANCHORS, TTP BEAM RN SEE STRUCTURAL SECTION e MONUMENT 5[GN 3/4" = 1'-0" ALLIANT ENGINEERING I N C O R P O R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MN 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 under the laws of the State of MINNESOTA Signature Date Registration Number PRECAST CAP PLAN ��1=ENCE PLAN 3/4" 1'-0" FACE OF PRECAST CAP FACE OF BRICK WALL BEL PARTIAL ELEVATION POOL FENCE 3/4" 1'-0" FACE OF BRICK PIER BELOW L11FE4 i 'j 6442 CITY WEST PARKWAY EDEN PRAIRIE, MN 55344 PHONE: (612) 947-0000 FAX: (952) 946-9794 SECTION 6 BRICK PIER 3/4" • 1'-0" =CAST SIC. CAP :E BRICK, STANDARD U., CORES REMAIN ID FOR ECTRICAL NDUIT FOR ;HT FIXTURES ICs TYP. EVERY 5m' TIO SURFACE (POOL DECK) ADE FEND FACE ICK 2C. BELOW TIO SLAB/GRADE SLIT SOLID STANDARD .0 4CRETE FOOTING STRUCT. LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS SSTATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA MONUMENT SIGN DETAILS SECTION STEEL FENCE 3/4" 1'-0" LINE OF BRICK PIER BEYOND 2"4" STEEL RAIL (PREFIN. PRIME/PTD) PROVIDE PREFIN PRIME/PTD WALL MOUNT BRACKET FOR ATTACHMENT RAILS TO MASONRY PIER, TYP- 3/4"x3/4" SOLID STEEL VERTICAL PICKETS • 4" O.G. NOTE: GRIND ALL JOINTS SMOOTH AND PRIME FOR PAINT, TYP PATIO SURFACE (POOL DECK) ro ,-)TRAS�4 ENCLOSURE PLAN 1/8'1 = I'-0" TRA6�4 ENCLOSURE PLAN 1'-0" FM5N_MATC4NG CAP - TTP =ACE BRICK TO TCN BASE BRICK BULDM6 CHAN LW FD CMG W/5CREENMG 6" SGTIARE STEEL BOLLARD (PTD) (SEE SHT A2.15 FOR SPACNG) FILL IU/ CONCRETE 2"x2" STD. STEEL RAILS (PTD) 3/4"x3/4" SOLID STEEL VERTICAL PICKETS * 4" O.G. (PREFIN, PRIME/PTD) EMBED PLATE, r , a 4 P ALL POSTS 1. GRIND ALL JOINTS SMOOTH. 2, ALL STEEL TO BE GALVANIZED 4 PAINT FINISH, TYP 2" RUBBER PLAY SURFACE 3. USE VAPOR RETARDER 4" GCMG. SLAB BENEATH SLAB a PLAY AREA- SEE SPEC AND SOILS REPORT MONUMENT 51nN PLAN 3/4" I'-0" IFS W/GAP FLASHING SIM W__0T._2111501 411111001wlffl "LIFETIME FITNESS" SIGNAGE, BOTH SIDES 'CMU W/4" BRICK A. SIDE I6" OVERALL SIGN ANCHORS, TTP BEAM RN SEE STRUCTURAL SECTION e MONUMENT 5[GN 3/4" = 1'-0" ALLIANT ENGINEERING I N C O R P O R A T E D 233 PARK AVENUE SOUTH SUITE 200 MINNEAPOLIS, MN 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 under the laws of the State of MINNESOTA Signature Date Registration Number PRECAST CAP PLAN ��1=ENCE PLAN 3/4" 1'-0" FACE OF PRECAST CAP FACE OF BRICK WALL BEL PARTIAL ELEVATION POOL FENCE 3/4" 1'-0" FACE OF BRICK PIER BELOW L11FE4 i 'j 6442 CITY WEST PARKWAY EDEN PRAIRIE, MN 55344 PHONE: (612) 947-0000 FAX: (952) 946-9794 SECTION 6 BRICK PIER 3/4" • 1'-0" =CAST SIC. CAP :E BRICK, STANDARD U., CORES REMAIN ID FOR ECTRICAL NDUIT FOR ;HT FIXTURES ICs TYP. EVERY 5m' TIO SURFACE (POOL DECK) ADE FEND FACE ICK 2C. BELOW TIO SLAB/GRADE SLIT SOLID STANDARD .0 4CRETE FOOTING STRUCT. LIFETIME FITNESS FACILITY & CORPORATE HEADQUARTERS SSTATE HIGHWAYS 41 & 5 CHANHASSEN, MINNESOTA MONUMENT SIGN DETAILS SECTION STEEL FENCE 3/4" 1'-0" LINE OF BRICK PIER BEYOND 2"4" STEEL RAIL (PREFIN. PRIME/PTD) PROVIDE PREFIN PRIME/PTD WALL MOUNT BRACKET FOR ATTACHMENT RAILS TO MASONRY PIER, TYP- 3/4"x3/4" SOLID STEEL VERTICAL PICKETS • 4" O.G. NOTE: GRIND ALL JOINTS SMOOTH AND PRIME FOR PAINT, TYP PATIO SURFACE (POOL DECK) ro ,-)TRAS�4 ENCLOSURE PLAN 1/8'1 = I'-0" TRA6�4 ENCLOSURE PLAN 1'-0" FM5N_MATC4NG CAP - TTP =ACE BRICK TO TCN BASE BRICK BULDM6 CHAN LW FD CMG W/5CREENMG 6" SGTIARE STEEL BOLLARD (PTD) (SEE SHT A2.15 FOR SPACNG) FILL IU/ CONCRETE 2"x2" STD. STEEL RAILS (PTD) 3/4"x3/4" SOLID STEEL VERTICAL PICKETS * 4" O.G. 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"'-' . -' 2.4 2J 3A 4.1 3. 1.3 ' 4.6' 4.1 3.3 2A 27 -.6 2.0 83 83 22 21 6' ':~ _ � � =�-� ...._. �- � 2A 2.1 2b 2.1 _ 6 2.3 ' 2.1:1.8 22 _ 2.: 2.2 210 1.7 { 3 ! 5 124 �I1 1.9111 1.91 2.0 IA1 xW 8A &A �,18 1.6 I, 1b 1.1 1.1 1.2 L4 1A 1A 1.0 0.6 0A 0.3 08 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 at 108 0.31 0.3 0.5 C�8 0.9 la 0.9 0.8 1.2 1.1 1.0 1.0 OS 0.8 0.9 U 1.1 13 1.5 1.0 1.4 L7 fA 2.5 3.3 3.7 3.6 3.5 30 2A 2.0 IS 1.6 1.8 1.6 1.6 1.4 1.2 1.2 1.0 1.1 1.2 1.1 1.4 1.4 1.4 1.6 1.4 1.3 1.3 1.0 1.2 1.3 IA 1.8 1.7 1.8 1.8 1.5 1.4 12 1.1 1.4 1.6 1.9 2.0 1.8 1.6 1.4 1.3 1.4 LB 1.6 LS 1.3 1.1 1.4 1.7 1.6 14 1.3 1.2 1.0 1.0 0.9 0.9 1.0 1.1 1.0 0.8 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0A 0.0 0.0 0.0 CA OA 0.0 0.0 0.0 0.0 0.0 0.0 CA 0.0 0.0 0.0 0.0 CA U 0.0 0.0 0.1 0.4- 0.2 021 0.3 0.4 0.6 0 .O.J 0.5 0.]- 0.] 0.7._0.8 0.8 0.7 0.0 0.0 0,7 0.8 0.9 0.8 LO 1.1 1.2 1.8 2.4 2.6 2.7 2.5 2.0 1.5 1.4 1.1 1.0 0.9 0.8 0.8 0.8 0.7 0.8 0.6 0.8 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.B 0,7 0.8 0.8 0.8 0.9 0,9 0.9 0.9 0.8 0.9 0.8 0.0 0.9 1.0 2.1 1.2 1.1 1.1 1.0 1.0 1.0 1.1 0.9 0.9 0.9 0.7 0.9 OS 0.9 1.1 0.9 O,8 0.7 0.6 0.7 0.7 0.8 0.8 0.8 0.7 0.5 0.2 OA 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 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 CI 0.1 O.l a2 Q3 03 OA QB 0.4 OA 0.4 a3 0.3 OA 0.5 OJ 0.6 0.6 06 OJ 0.3 OA 0.3 0.7 Ob OJ 0.8 13 47 1.9 1.8 1.6 13 09 0.8 0.7 0.6 0.3 OA 0.1 0.1 0.1 0.4 0.4 04 0.4 0.4 0.4 0.3 0.3 0.3 OA 04 0.5 0.4 .3 0.5 .4 - � OA 0.3 0.5 Q6 0.7 0.7 0.6 0.3 0.3 02 0.1 01 OA 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 04 010 0.0 CA all OA at 102 0.3 0.3 0.3 0.2 0.3 0.3 0.2 03 04 03 OA 0.5 0.5 0.3 CS 0.4 0.4 DA 0.4 0.4 as 0.6 0.9 12 1.3 1.3 1.2 0.9 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.2 02 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.2 03 0.3 0.2 0.2 0.2 02 0.3 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.3 03 0.3 02 0.4 0.3 0.3 0.3 02 0.2 M2 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.3 02 0.1 0.1 0.0 CA a0 OA 0.0 OA U CA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 OA CA 0.0 010 0.0 0.0 0.110.1 0.110.1 CY 0.2 0.1 0.2 0.2 0.2 02 CA CA OA 0.3 a3 03 0.3 0.3 02 0.3 0.3 0$ 0.3 64 0.5 0.6 0.8 0.9 0.9 DA Cb 0.4 0.3 02 02 0.9 0.2 OR al 0.1 0.1 0.1 04- 0.1 0./ 0.1 0.1 0.1 04 O.l Cl CA OA Cl OA 0.1 01 0.1 0.1 0.1 at 0.1 at OA 02 02 0.3 03 0.3 0.2 CA 02 0.2 02 02 02 0.2 CA 0.2 0.2 0.2 0.2 0.1 0.1 at 0.2 02 0.3 0.3 0.4 0.4 0.3 0.2 0.1 CA 0.0 0.0 0.0 CA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 CA 0.0 0.0 0.0 0.0 0.0 DA 1 0.1 at i 0.1 0.1 01 OA 0.1 0,1 at 0.1 0$ 0.Y 0.1 0.1 0.2 OA 0A 08 OA 02 0.2 02 08 0.3 0.3 0.4 CA CA 0.6 0.7 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 al at 0.1 0.1 dl 01 04 CA CI 0.t 0.1 0.1 04 0.1 OS 01 0.1 0.1 0.1 04 04 0.l 0.1 0.1 0.1 al 0.1 CA 0.1 at 0.1 0.1 0.1 OA 0.1 0.1 Olt 0.4 0.1 at OA 0.1 at at 0..1 at 0.1 OA 0.2 02 0.2 OE 0.2 02 0.1 0.1 OA 0.0 0.0 0.0 CA 0.0 0.0 OA 0.0 0.0 0.0 0.0 0.0 0.0 CA CA 0.0 CA OA CA I CA 0.0 ,DO 0.l OA 0.0 01 OA OA at CI at OS al at at at at at 0.t at 0.1 CA 08 02 03 0.3 0.4 44 0.3 02 al dl 0.1 CI 0.1 W 0.1 at 0.t DO 0.0 OA OA 0.0 04 CA CA 0.0 CA CA CA CA 0.0 0.0 0.1 0.1 0.1 04- Oa 0.1 01 U 0.0 0.1 OA 04 04 0.1 0.1 01 at OA at at at OA 0.0 at 01 at 0.1 0.1 CA Oa 0.1 Oa 01 OA CA 01 Ca at at OA OA CA OA OA 0.0 OA OA OA D.0 0.0 0.0 OA OA 0.0 OA 0.0 0.0 OA 0.0 0.0 0.0 0.0 CA 0.0 0.1 0.0 0.0 0.0 0.l 0.1 CO 0.0 at 0.0 04 al 0.1 0.1 0.1 Olt CA 0.l 02 02 OA OA 02 04 0.1 0.1 04 0.1 0.0 OA CA CO CA 0.0 0.0 0.0 a0 CA 0.0 0.0 0.0 OA 0.0 04 0.0 OA OA aO OA 0.0 0.0 DA OA 0.0 U 0.0 0.0 OA OA CO CA CA 0.1 0.1 0.0 CA OA 0.0 0.0 0.0 CA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 at 0.1 at 0.1 14- 0.0 0.0 0.0 OA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 CA 0.0 0.0 0.0 0.0 0.0 0.0 CA 0.0 0.0 OA OA CA 0.0 0.0 0.O CA 0.0 0.0 CA 0.0 0.0 0.0 OA 0.0 0.1 0.1 0.1 0.1 0.1 OA al al 04 04 U OA 0.0 0.0 OA OA 0.0 0.0 0.0 04 0.0 OA OA 0.0 0.0 OA CA CA CA 0.0 0.0 CA 0.0 0.0 0.0 04 CO CA OA OA CA 0.0 CA CA 0.0 0.0 0.0 0.0 0.0 OA 0.0 OA 0.0 OA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 CA OA OA OA 0.0 CA 0.0 CA CA OA 0.0 0.0 0.0 0.0 0.0 CA 0.0 0.0 0.0 0.0 0.0 0.0 DA 0A OA a0 0.0 0.0 CD 0.0 OA 0.0 0.0 0.0 0.0 OA 0.0 0.0 OA 0.0 0.0 0.0 0.0 OA 0.0 0.1 OA 0.1 0.1 0.1 U CO CA CA OA 0.0 010 0.0 CA 04 CA 0.0 0.0 0.0 CA 0.0 CA 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0A 0.0 0.0 OA CA CA CA CO 0A OA 0.0 0.0 OA 0.0 0.0 0.0 0.0 0.0 OA 0.0 CA CA 0.0 0.0 0.0 OA 0.0 010 CA CO 0.0 CO CA CA OA d0 CA OA 0.0 OA CA 0A 0.0 0.0 CA 0.0 OA CO 0.0 Numeric Summary ' LJ� Project All Projects Label Calci pe Units Avg Max Min Avg/Min Max/Min CatcPts Illuminance Fc 1.12 10.9 0.0 0.00 0.00 1� OONRLTM EN0�i8 4980 LINCOLN ORNE EDINq MN 55436 (952) 930-0050 FAX: (952) 930 -Om PERMIT NUMBER: SITE PLAN SCALE: 1" = 50'0" 1/21/04 REVISED TO 30' PO -E PHOTOMETRICS N CHANHASSEN, MINNESOTA SITE PLAN PHOTOMETRICS Y Y N 1, U Y 4 Y 4 N Y Y Y Y Y Y Y Y Y N 4 Y 4 4 y Y Y Y Y Y 4 4 Y 4 Y 4 Y 4 N y y U Y Y Y Y Y Y Y 4 Y Y Y b Y Y Y \I 4 4 4 Y y 4 Y y N .. Y Y Y Y 4 Y T Y Y Y W U Y Y N 4 4 \r Y Y y Y b Y Y 4 W Y Y Y Y Y Y Y Y 4 Y Y Y Y 4 Y Y N Y Y U Y N Y b U Y Y Y Y Y 3 8/ Y Y Y Y Y Y Y Y Y 4 L Y U 4 Y 4 4 N U Y Y Y Y Y Y y Y Y Y 4 N Y M Y Y L W Y Y 4 b 4 Y Y Y N Y Y Y 4 1 Y N Y W Y Y N W 4 U 4 6 Y N Y W Y N W W Y Y Y Y Y Y Y Y W W Y 4-r W Y U U W Y Y b W Y N 4 W U 4 Y Y 4 Y Y Y N U Y N 4 Y N 4 W Y Y Y W N Y y W Y y Y Y b Y Y Y 4 N Y 4 4 Y y L W y 4 4 4 4 Y Y 4 Y 4 Y Y Y y Y Y W W 4 Y W W 1. 4 W Y Y 4 W U Y U W Ir Y 4 Y Y Z FIXTURES VERTICAL WALL PHOTOMETRICS SCALE: 1" = 25'0" 03 "BY ACCEPTING THIS MATERIAL, THE RECIPIENT ACKNOWLEDGES S AND AGREES THAT LJ THE INFORMATION CONTAINED HEREIN IS OF A CONFIDENTIAL NATURE AND THAT �, I! ��� THE RECIPIENT WILL NOT COPY, DISCLOSE, DISTRIBUTE OR OTHERWISE TRANSMIT IN 6442 CITY WEST PARKWAY ATO' WAY ANYTHING HEREIN, EITHER IN WHOLE OR IN PART, WITHOUT THE PRIOR EDEN PRAIRIE, MN 55344 WRITTEN PERMISSION OF LIFE TDAE FITNESS, INC. OR ITS SUBSIDIARIES (THE "COMPANY"), UTHONIA AS2-SR3-32OM-480-SPA-DDB-LPI COMPLETING THE POTENTIAL TRANSACTION CONTEMPLATED BY PHONE: (612) 947-0000 EXCEPT FOR THE SPECIFIC PURPOSE OF ANALYZING AND THIS MATERIAL, THIS FAX: (952) 946-9794 MATERIAL REMAINS THE SOLE PROPERTY OF THE COMPANY AND THE COMPANY 32OW MH RESERVES THE RIGHT TO REQUIRE ITS RETURN AT ANY TIME! 1� OONRLTM EN0�i8 4980 LINCOLN ORNE EDINq MN 55436 (952) 930-0050 FAX: (952) 930 -Om PERMIT NUMBER: SITE PLAN SCALE: 1" = 50'0" 1/21/04 REVISED TO 30' PO -E PHOTOMETRICS N CHANHASSEN, MINNESOTA SITE PLAN PHOTOMETRICS Y Y N 1, U Y 4 Y 4 N Y Y Y Y Y Y Y Y Y N 4 Y 4 4 y Y Y Y Y Y 4 4 Y 4 Y 4 Y 4 N y y U Y Y Y Y Y Y Y 4 Y Y Y b Y Y Y \I 4 4 4 Y y 4 Y y N .. Y Y Y Y 4 Y T Y Y Y W U Y Y N 4 4 \r Y Y y Y b Y Y 4 W Y Y Y Y Y Y Y Y 4 Y Y Y Y 4 Y Y N Y Y U Y N Y b U Y Y Y Y Y 3 8/ Y Y Y Y Y Y Y Y Y 4 L Y U 4 Y 4 4 N U Y Y Y Y Y Y y Y Y Y 4 N Y M Y Y L W Y Y 4 b 4 Y Y Y N Y Y Y 4 1 Y N Y W Y Y N W 4 U 4 6 Y N Y W Y N W W Y Y Y Y Y Y Y Y W W Y 4-r W Y U U W Y Y b W Y N 4 W U 4 Y Y 4 Y Y Y N U Y N 4 Y N 4 W Y Y Y W N Y y W Y y Y Y b Y Y Y 4 N Y 4 4 Y y L W y 4 4 4 4 Y Y 4 Y 4 Y Y Y y Y Y W W 4 Y W W 1. 4 W Y Y 4 W U Y U W Ir Y 4 Y Y Z FIXTURES VERTICAL WALL PHOTOMETRICS SCALE: 1" = 25'0" 03 EXTERIOR WALL BRACKET TYPE III 277 1 32OW MH 365 TEMPER GLASS WALL UTHONIA AS2-SR3-32OM-480-SPA-DDB-LPI P1 EXTERIOR LIGHT STANDARD TYPE 4SC 480 1 32OW MH 365 TEMPER GLASS 30' ABOVE GRADE UMNIA AS2-SR4SC-32OM-480-SPA-DDB-LPI POLE SSS -XX -5G -DDB P2 EXTERIOR LIGHT STANDARD TYPE It 480 1 32OW MH 365 TEMPER GLASS 30' ABOVE GRADE UTHONIA AS2-SR3-32OM-480-SPA-DDB-LPI POLE SSS -XX -5G -DDB P3 EXTERIOR LIGHT STANDARD TYPE N -W 480 1 32OW I MH 365 I TEMPER GLASS 30' ABOVE GRADE LITHONIA 1 AS2-SR4W-32OM-480-SPA-DDB-IPI POLE SSS -XX -SG -DOB P4 EXTERIOR LIGHT STANDARD TYPE II 480 1 32OW MH 365 TEMPER GLASS 30' ABOVE GRADE LITHONIA AS2-SR2-320M-480-SPA-DDB-LPI POLE SSS -XX -5G -DDB PB EXTERIOR LIGHT STANDARD TYPE IV -W DOUBLE HEAD 480 1 32OW MH 730 TEMPER GLASS 30' ABOVE GRADE I.fWNIA 2 AS2-SR4W-32OM-480-SPA-DDB-LPI POLE SSS -XX -5G -DDB PS EXTERIOR LIGHT STANDARD TYPE 3 HSS 480 1 32OW MH 365 TEMPER GLASS 30' ABOVE GRADE UTHONIA AS2-SR3-32OM-480-SPA-DDB-LPI-HSS POLE SSS-XX-SG-ODB I hereby certify that this plan, specification or report was prepared by me or under my direct supervision and that I am a duly licensed Engineer under the laws of the state of MINNESOTA �s 4=- '71z9/0Y gi:ISS'? Signature Oate Reg. Number FCA�1 12 'n ii [m•. CHANHASSEN, MN BUILDING ENTRY DATE: ,UPROVED BY: LIFE TIME FITNESS � 0 4 � � g g FIRST FLOOR PLAN 16z,9 CHANHASSEN, MN vlb.. I'-0• LIFE TIME FITNESS SECOND FLOOR PLAN DATE: 7/28/04 APPROVED BY: WD DRAWN BY: NJH 17,9 T�. SKYLIGHT EL. 157157'-0 1/4"" T.O. PARAPET L. 142'-0" T.O. PARAPET EL. 140140'-0" Q0. PARAPET EL. 138'-8" S4 EGOND FLOOR EL. 114'-I1" ROOF TOP UNIT TAN LEDGESTONE RED FIELD BRICK - TRANSLUCENT SKY LIGHT ■■.■ ■■ .■ MINMIN IME ■■ 42'-2" East Elevation ANODIZED ALUMINUM -- ANODIZED ALUMINUM - ANODIZED ALUMINUM E.I.F,S. ACCENT BAND TYP. —\ ACCENT FIGURES WINDOW MULLIONS TYP. \ SIGNAGE 170 SQ' \ LOA IMMO EI I ME MINE E MM Mil 111111imm 1.1611 1 M'IN MINE ME 11MMIMEN / 3/32" = F -U" /_.... rvnnronn rrrmm�nr ,.......... ........... ............_ _' �M' � I 011w■■ ■ MIN■�■ E.I.ES. ACCENT CORNICE GROUND ILLUMINATED A ALUMINUM CHANNEL LE' SIGNAGE=40 SQ' TAN LEDGESTONE Monument 3/8" = 1'-0" �� South Elevation NODIZED ALUMINUM TRANSLUCENT SKYLIGHT RED FIELD BRICK E.LES. ACCENT BAND TYP. �� AWINDOW MULLIONSS TYP. SANODI ED AALUMINUM —\ TAN LEDGESTONE ANODIZED ALUMAIUM - 24 PROJECTION Q ACCENT FIGURES \ TYP, 120 v� TAN LEDGESTONE ROOF TOP UNIT ET� L. 142 O. APET ' PAR -0" T.O. PARAPET Ti 1 11p _all, Pool Fence E5 E3 e E5 e V nm.r - _ STEEL GATE WITH SO' m SCREENING - PAINTEI sLcoND FLooR - TANLEDGESTONE E� L, 114' _ II'_- H V 7-1 FLl Ll s 1RST FLOOR - h ELS. 100'-0" 23'-0" 71 3 North Elevation Exterior Trash Enclosure 3/32" = 1'-0" 1/4" = 1'-0" E.I.F.S. ACCENT BAND TYP, TAN LEDGESTONE RED FIELD BRICK - 24" PROJECTION --- \ ANODIZED ALUMINUM - ANODIZED ALUMINUM ROOF TOP UNIT TYR WINDOW MULLIONS TYP. ACCENT FIGURES \ O. PARAPET EL. 138'-S" i i BU U UB oU U U U ------- 0 --- --0 0 0 0 0 0 0 NOTE: SIGNAGE TYP BOTH SIDES S$ GOND FLOOR ELS. 114'-11" West Elevation CHANHASSEN, MN LIFE TIME FITNESS EXTERIOR ELEVATIONS DATE: 7/28/04 "PRI WBD 0 0 0 �Nm