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Plans 01-03-2013PRELIMINARY PLANS FOR: FRETHAM 15TH ADDITION � CHANHASSEN, MN PROJECT DIRECTORY GOVERNING SPECIFICATIONS: 1. THE MINNES ❑TA DEPARTMENT OF TRANSP❑RTATI ❑N "STANDARD SPECIFICATI ❑NS FOR C❑NSTRUCTI ❑N" LATEST EDITI ❑N & SUPPLEMENTS. 2. CITY ENGINEERS ASS❑CIATI ❑N OF MINNES ❑TA (CEAM) STANDARD UTILITIES SPECIFICATI ❑NS. (LATEST EDITI ❑N) 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL BE COMPLIED WITH IN THE C❑NSTRUCTI ❑N OF THIS PROJECT, OWNER: LAKEWEST DEVELOPMENT CURT FRETHAM 15400 HIGHWAY 7 MINNETONKA, MN 55345 PH. 952.930.3000 EMAIL: CURTF@LWESTDEV.COM ENGINEER: CAMPION ENGINEERING SERVICES, INC. MARTY CAMPION 1800 PIONEER CREEK CENTER MAPLE PLAIN, MN 55364 PH. 763.479.5172 EMAIL: MCAMPION@CAMPIONENG.COM IV- =V1wt91:4 PELLINEN LAND SURVEYING, INC. RTY JEFF RAUSCH ION 18486 202ND CIRCLE HUTCHINSON, MN 55350 PH. 320.587.4789 EMAIL: JRAUSCH@HUTCHTEL.NET LANDSCAPE ARCHITECT OUTWORKS DAN SJORDAL 1445 OREGON AV. NO. GOLDEN VALLEY, MN 55427 PH. 612.360.5757 EMAIL: DAN@OUTWORKSDESIGN.COM II►1 v/ I2s]►1T, 1II►1/_1wKe1►0.Y11111111111/_1111 KJOLHAUG ENVIRONMENTAL MARK KJOLHAUG 26105 WILD ROSE LANE SHOREWOOD, MN 55331 PH. 952.401.8757 EMAIL: MKJOL@KJOLHAUGENV.COM INDEX SHEE T NO, DESCRIP TION PER CITY COMMENTS COVER SHEET 2 EXISTING CONDITI ❑NS 3 PRELIMINARY PLAT 4 PRELIMINARY UTILITY PLAN 5 PRELIMINARY GRADING & ER❑SI ❑N CONTROL PLAN 6 PRELIMINARY TREE INVENTORY PLAN 7 TREE CANOPY EXHIBIT S LANDSCAPE PLAN 1 101/03/2013 PER CITY COMMENTS N CAMPION 9 Civil Engineering '*Land Planning 1800 Pioneer Creek Center, P.❑, Box 249 ENGINEERING Maple Plain, MN 55359 SERVICES INC. Phoney 763 - 479 -5172 m � Fax 763 - 479 -4242 /J� E -Mails mcampion @campioneng,com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota, 12/17/2012 FRETHAM 15TH ADDITION LAKEWEST DEVELOPMENT CHANHASSEN MN � COVER SHEET PROJECT N ❑: 12 -024 N❑, DATE DESCRIPTION SHEET N � . 1 � E 8 SHEETS E DATE: 12/17/12 REVISIONS Martin P, Campion -Lic, # 19901 Dates o cB i M p Lot F, Bardwell Acres, Lake Minnetonka, according to the plat thereof on file and of record in the Of I I � WET LAND office of the Register of Deeds in and for Carver County, Minnesota, excepting therefrom that part lying ,.00h, Ac west of State Road No. 41. o = FRANK R & 'THERESA M GUSTAFSON Elev tion = 1016.82 (NGVD 1929) s- op P3 P LLl Q a FES P r n I Inv° 994.53 / - - ) . W ELAN � BARDWEL� " " "�A RE 'S 0 6 AC 6' i CB IRIM = 1002.20 Inv =995.9 7 I C3 75 � -k RIM = 1004.3 X_ Inv =998.6 � - --C B I d 0 V i CB a RIM= 1004.2 2 YD Z C, B Inv N -S =997. ��P i Ia Inv W =998.0 I p OT IM 1005.59 Inv =1001 .7 CB I3 c�` ,Well - I g - F RIM= 1005.8 p Inv W =1001. b Inv N -S =998.9 LAK E q1]'N H ETO N KA >110 � � � P ° o - - 3 3 j� �� 6). o I = X000 N Q o II RIM-1009 = "1009.34 I m Inv W= 1003.7 + �� \ / C% /Inv E= 1003.4 o N RIM= 1008.4 nv N -S= 1001.5 Inv= 1004.2 CB C (n CD 5 I J 7 -- 5 i i A 1 °0 '32" CD R 9.79 H L 1 4. 33 MH (no access) H Q = 0.3:2 / .��e ��W sign TR11 1 / � ,o/ �� a� i Inv= 1003.29 I /W sign / _� •�� I96" ' '� is 4�' �p <v '� I I �o "J 00 I I 0 I e P P 4� t�, I, M CB 0 � TR= 1013.32 CCyy11 i Kv khv N -S= 1008.0 Inv1= 1,010.32 � � �' ,. tl Inv E= 1009.1. I C � O I IM= 1014.96 PP IInv= 1010.5 IN C � R M 1015.45 Inv 101 Cy. I v= 1010.55 N 40 0 40 80 120 SCALE 1" = 40' LEGEND • O M Ho C BD HYDD PFO 0 a a S S Denotes iron monument found Denotes iron monument set Denotes Manhole Denotes Catch Basin Denotes Hydrant Denotes power pole Denotes sewer service Denotes curb stop Denotes Sign (type noted) Denotes concrete surface Denotes B -6 curb & gutter Denotes Sanitary Sewer Denotes Watermain Denotes Storm Sewer Denotes overhead power line e- e Denotes Access control - -- 998 -- - - - -__ Denotes existing contour line (2 foot contour interval) -- -- SETBACK LINE (ACCESSORY STRUCTURE) SETBACK LINE (PRINCIPAL STRUCTURE) DRAINAGE & UTILITY EASEMENT WETLAND NOTES: 1. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION PER SURVEY PREPARED BY PELLINEN LAND SURVEYING AND CITY RECORD PLANS. 2. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES. 1 o _ =- N89 54 10 W 174.43 N CAMPION 9 Civil Engineering '*Land Planning 1800 Pioneer Creek Center, P,o, Box 249 ENGINEERING Maple Plain, MN 55359 SERVICES INC. Phoney 763- 479 -5172 m � Fax 763 - 479 -4242 /JJ E -Mail: mcampion @campioneng,com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota, 12/17/2012 FRETHAM 15TH ADDITION LAKEWEST DEVELOPMENT CHANHASSEN, MN EXISTING CONDITIONS PROJECT N ❑: 12 -024 Ld , En DATE AREA = 2.29 Acres � I C SHEET I V � . 2 � I 8 SHEETS E DATE: 12/17/12 REVISIONS BENCHMARK Qf a- "' 3 Top nut of Hydrant at intersection of Chaska Road a I �, ��,: , and Melody Hill Road. o = FRANK R & 'THERESA M GUSTAFSON Elev tion = 1016.82 (NGVD 1929) s- op P3 P LLl Q a FES P r n I Inv° 994.53 / - - ) . W ELAN � BARDWEL� " " "�A RE 'S 0 6 AC 6' i CB IRIM = 1002.20 Inv =995.9 7 I C3 75 � -k RIM = 1004.3 X_ Inv =998.6 � - --C B I d 0 V i CB a RIM= 1004.2 2 YD Z C, B Inv N -S =997. ��P i Ia Inv W =998.0 I p OT IM 1005.59 Inv =1001 .7 CB I3 c�` ,Well - I g - F RIM= 1005.8 p Inv W =1001. b Inv N -S =998.9 LAK E q1]'N H ETO N KA >110 � � � P ° o - - 3 3 j� �� 6). o I = X000 N Q o II RIM-1009 = "1009.34 I m Inv W= 1003.7 + �� \ / C% /Inv E= 1003.4 o N RIM= 1008.4 nv N -S= 1001.5 Inv= 1004.2 CB C (n CD 5 I J 7 -- 5 i i A 1 °0 '32" CD R 9.79 H L 1 4. 33 MH (no access) H Q = 0.3:2 / .��e ��W sign TR11 1 / � ,o/ �� a� i Inv= 1003.29 I /W sign / _� •�� I96" ' '� is 4�' �p <v '� I I �o "J 00 I I 0 I e P P 4� t�, I, M CB 0 � TR= 1013.32 CCyy11 i Kv khv N -S= 1008.0 Inv1= 1,010.32 � � �' ,. tl Inv E= 1009.1. I C � O I IM= 1014.96 PP IInv= 1010.5 IN C � R M 1015.45 Inv 101 Cy. I v= 1010.55 N 40 0 40 80 120 SCALE 1" = 40' LEGEND • O M Ho C BD HYDD PFO 0 a a S S Denotes iron monument found Denotes iron monument set Denotes Manhole Denotes Catch Basin Denotes Hydrant Denotes power pole Denotes sewer service Denotes curb stop Denotes Sign (type noted) Denotes concrete surface Denotes B -6 curb & gutter Denotes Sanitary Sewer Denotes Watermain Denotes Storm Sewer Denotes overhead power line e- e Denotes Access control - -- 998 -- - - - -__ Denotes existing contour line (2 foot contour interval) -- -- SETBACK LINE (ACCESSORY STRUCTURE) SETBACK LINE (PRINCIPAL STRUCTURE) DRAINAGE & UTILITY EASEMENT WETLAND NOTES: 1. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION PER SURVEY PREPARED BY PELLINEN LAND SURVEYING AND CITY RECORD PLANS. 2. WETLANDS DELINEATED BY KJOLHAUG ENVIRONMENTAL SERVICES. 1 101/03/2013 PER CITY COMMENTS N CAMPION 9 Civil Engineering '*Land Planning 1800 Pioneer Creek Center, P,o, Box 249 ENGINEERING Maple Plain, MN 55359 SERVICES INC. Phoney 763- 479 -5172 m � Fax 763 - 479 -4242 /JJ E -Mail: mcampion @campioneng,com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota, 12/17/2012 FRETHAM 15TH ADDITION LAKEWEST DEVELOPMENT CHANHASSEN, MN EXISTING CONDITIONS PROJECT N ❑: 12 -024 N ❑, DATE DESCRIPTION � I C SHEET I V � . 2 � I 8 SHEETS E DATE: 12/17/12 REVISIONS Martin P, Campion -Lic, # 19901 Date; I ► — I° ► I O ° I► z I• I BACK WA UT °► I 0 II %- o ► 001ETACLAN D [if Q o I N89'54'1 0" W 174.43 - - E I ------ 164 - __3 10 Z , GROVE C m POND REA = 0.03 AC / / �� PRINCIPAL STRUCTURE SETBACK ► I / —�� \ �ArrFCgr1RY CTRII(TIIRF gFTRArK _ II ► IMF ° W ►� of I � \ LJ DWF ° 75 II d f a \ II3 T F 0 \ I \ 0 0 o — _ O o o I mf- 5 J ° L ►I � i�I m I o ° w° I 2 89 S F I Co I / 75 R 9.7 9 C I I `�X 0 I `jw s< I ' I SS 9 I / a Io O/ / � I I I N�7 PP "\,_ \<\ / / 5 I o� f I O/PP I I / I I � I I / 1 01 03/2013 PER CITY COMMENTS N CAMPION ENGINEERING NO. DATE I DESCRIPTION SERVICES, INC. REVISIONS DESCRIPTION Lot F, Bardwell Acres, Lake Minnetonka, according to the plat thereof on file and of record in the office of the Register of Deeds in and for Carver County, Minnesota, excepting therefrom that part lying west of State Road No. 41. -1-1 I\ I.I",I/ -ant at intersection of Chaska Road Road. 6.82 (NGVD 1929) /PO �10 • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P,❑, Box 249 Maple Plain, MN 55359 Phone: 763- 479 -5172 Fax: 763 - 479 -4242 E -Mail: mcampion @campioneng,com AREA = 2.29 Acres \ \ I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. Martin P, Campion -Lic, # 19901 Date: LOT TABULATION LOT GROSS AREA (SF) NET AREA (SF 1 32,027 28,433 2 24,119 23,405 3 22,005 22,005 4 21,389 21,389 EXISTING ZONING RSF PROPOSED ZONING RSF MINIMUM LOT AREA 15,000 SF MINIMUM LOT FRONTAGE 90 FT MINIMUM LOT DEPTH (1) 125 FT (1)DOUBLE FRONTING LOTS (LOTS 2 & 3) ADD 10 FEET TO THE MINIMUM DEPTH SETBACKS FRONT 30 FT REAR 30 FT SIDE 10 FT WETLAND BUFFER PRINCIPAL STRUCTURE 30FT ACCESSORY STRUCTURE 1 5F CHANHASSEN BUFFER WIDTH (MANAGE 2) 20 FEET S N 40 0 40 80 120 SCALE 1' = 40' • Denotes iron monument found O Denotes iron monument set MHO Denotes Manhole CBJ Denotes Catch Basin HYDD Denotes Hydrant I PFO Denotes power pole o Denotes sewer service ® Denotes curb stop + Denotes Sign (type noted) Denotes concrete surface ° Denotes B -6 curb & gutter Denotes Sanitary Sewer Denotes Watermain Denotes Storm Sewer ellp Denotes overhead power line e — ee Denotes Access control - -- 998 -- - - -___ Denotes existing contour line (2 foot contour interval) NOTES: 1. WETLANDS DELINEATED BY: KJOLHAUG ENVIRONMENTAL SERVICES 2. EXISTING HOUSE TO BE RELOCATED TO LOT 4 FRETHAM 15TH ADDITION LAKEWEST DEVELOPMENT CHANHASSEN, MN -- -- SETBACK LINE (ACCESSORY STRUCTURE) SETBACK LINE (PRINCIPAL STRUCTURE) DRAINAGE & UTILITY EASEMENT -- -- WETLAND DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS, II �5 II 5�1 o II o II - — — — — — — — IL — — — — — — — — BEING 10 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING RIGHT -OF -WAY LINES, AND BEING 5 FEET IN WIDTH, UNLESS OTHERWISE INDICATED, AND ADJOINING LOT LINES, AS SHOWN ON THE PLAT, PRELIMINARY PLAT PROJECT NO: 12 -024 SHEET NO. 3 OF 8 SHEETS I DATE. 12/17/12 O I FES M < � _lnv= 985.23 � I I� < I co I I B LAC B WA LN UT GROVE m D CB a M 0 I I WET LAND I - .001 AC o- E I I r Ia a \ 1C I \ I IInv- 4. 3 \ 1 I V v v� �( WET I I DWELL v OCF� A E � D6 AO N \ / I CB - , RIM = 1002.20 Inv-995.9 I \ o iY RIM= 1004.3 nv -998.6 CB v \ do s \ CB RIM= 1004.22 CB I Inv N -S =997.6 9 0\ Inv W =998.0 I OT F °o \ I RIM- 1005.59 1001.7 I = \ \ �a \ \ EXI ING SS NI VICY, TYR Inv - I NI \ o �\ �4c E� CB , o > e l l \ IO I I � C CD +o+ I RIM - 00 . ° \ \ O a Inv W =10011. I � � / A �� Inv N -S =998.9 LA \ E T Ia I \ o \ \ \ /> i o I buy -ir�o V P° 0 45 O V� I s RIM - - 1009.34 m I Inv W- 1003.7 Inv 100 RIM-1008.49 Inv N -S = 1001.5 .5 nv= loo4.O CB CB w > O O \ 5_ I > ILL I \ 75 GD a � �s \ 0 H D \ \ I \ M H � y° �J (no access) s� IT I I 29/W s�< O� TR =1 013.21 nv= 1003. I 10\R/ si N gn / �o I a M C B I TR =1013.32 JJI O� Inv N -S= 1008.0 Inv - 10.3 2 0, Q2 � Ilnv E= 1009.1 Cr_ O I I M= 1014.90 PP IInv- 1010.5 / RIM 1015.45 SEES rv= 1010.55 nv= 1010.7 A\ BENCHMARK Top nut of Hydrant at intersection of Chaska R( and Melody Hill Road. Elevation = 1016.82 (NGVD 1929) iOi i i t� YD 61, v \ �/S \ \ DO O � O � 0 \0 1 1 CL PL VARIABLE FENCE 9' POSTS I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota, 12/17/2012 Q WYE PLUGGED EN � 1/8 BEND C-) 6" PVC SDR -26 PIPE MIN. SLOPE 1/4" PER FOOT PROJECT N ❑: 12 -024 Cn J 11SANITARY 2 "X2" MARKER SEE NOTE 2. L1/2 PIPE DIAMETER MIN. SEWER GRAVITY MAIN DATE SANITARY SEWER SERVICE CONNECTION DETAIL � I C SHEET I V � . 4 � I 8 SHEETS E DATE: 12/17/12 SERVICES TO BE USED IN CONJUNCTION WITH PLASTIC PIPED SEWER Martin P, Campion -1-1c. # 19901 Date: MAINS FOR DEPTH OF COVER 16 FEET OR LESS. NOTES: 1. SOLVENT WELD ALL JOINTS. (NON GASKETED) 2. WHEN SANITARY SEWER SERVICE IS NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME 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). CfTIOF TYPICAL SANITARY SEWER SERVICE REVISED: 3-09 PLATE No.. ENGINEERING DEPARTMENT 2001 FILE NAME: G: ENG SPECS 2001 Street PL Variable 6' Metal fence post denoting curb box. Top 6" painted blue. Curb box with 1 1/4" standpipe and stationary rod I z Water Service Ln 1 "X1" Corporation Cock 1" Type "K" Copper Concrete Block Support Water Main NOTES: 1. Do not plug end of curb stop. 2. Add 6" crimped pigtail to curb stop. 3. The copper service line between the main and curb box shall be one continous piece of piping, splices will not be permitted 4. Corporation cock to be 1" x 1" inside diameter. 5. Saddles required on 6" DIP or smaller mains and all mains and all mains 12" or larger. 6. Saddles when required shall be Ford style F202 double strap. 7. Stainless steel saddles required on all PVC watermain. aff OF TYPICAL WATER Imularm UNIM SERVICE REVISED: 2-11 PLATE NO.: ENGINEERING DEPARTMENT 1005 FILE NAME: G:\ENG\SPECS\1005 N 40 0 40 80 120 104 0 SCALE 1" = 40' LEGEND • Denotes iron monument found O Denotes iron monument set MO Denotes Manhole CBS Denotes Catch Basin HYDD Denotes Hydrant PPO Denotes power pole o Denotes sewer service © Denotes curb stop + Denotes Sign (type noted) Denotes concrete surface a a S Denotes B6 curb & gutter Denotes Sanitary Sewer Denotes Watermain Denotes Storm Sewer Denotes overhead power line e o Denotes Access control - 998 - - -__ Denotes existing contour line (2 foot contour interval) SETBACK LINE (ACCESSORY STRUCTURE) SETBACK LINE (PRINCIPAL STRUCTURE) DRAINAGE & UTILITY EASEMENT WETLAND NOTES: 1 . EXISTING UTILITY INFORMATION PER TOPOGRAPHIC SURVEY PREPARED BY PELLINEN LAND SURVEYING AND CITY RECORD PLANS. 2.ALL WORK SHALL CONFORM TO THE CITY OF CHANHASSEN STANDARD SPECIFICATIONS AND DETAIL PLATES. 3.SEWER AND WATER SERVICE INSTALLATION MUST BE COMPLETED PRIOR TO THE CITY'S CHASKA ROAD OVERLAY PROJECT. WORK SHALL BE COORDINATED WITH THE CITY. 4.WATER SERVICES SHALL BE 1" COPPER WITH 1" CURB STOP AND BOX. 5.SANITARY SEWER SERVICES SHALL BE 6" PVC SDR - 26. 6.SERVICE LOCATION SHALL BE REVIEWED IN FIELD TO MINIMIZE TREE REMOVAL. 7.NEW SEWER AND WATER SERVICES SHALL BE INSTALLED TO SERVE LOTS 1, 3 & 4. LOT 2 WILL UTILIZE THE EXISTING SERVICES. 8.THE EXISTING VCP SANITARY SEWER SHALL BE CORE DRILLED AND A SADDLE INSTALLED TO CONNECT SERVICES. 1 01/03/2013 PER CITY COMMENTS N CAMPION 9 Civil Engineering 10 Land Planning 1800 Pioneer Creek Center, P,o, Box 249 ENGINEERING Maple Plain, MN 55359 SERVICES INC. Phoney 763- 479 -5172 m � Fax 763 - 479 -4242 /J\� E -Mail: mcampion @campioneng,com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota, 12/17/2012 FRETHAM 15TH ADDITION LAKEWEST DEVELOPMENT CHANHASSEN, MN PRELIMINARY UTILITY PLAN PROJECT N ❑: 12 -024 N ❑, DATE DESCRIPTION � I C SHEET I V � . 4 � I 8 SHEETS E DATE: 12/17/12 REVISIONS Martin P, Campion -1-1c. # 19901 Date: CB 0 NWL =987.0 c I'- WET LAND � t^ I HWL= 988.04 C0 .001 AC DRINI(`IDnI CTD11G'TI IDD Cr_TRAr v CB RIM = 1002.20 Inv =995.9 RIM = 1004.33 Inv = 998.6 CB RIM= 1004.22 CB' ° Inv N- S= 997.6' ° Inv W =998.0 I M = 1005.59 Inv = 1001.7 ;B - C RIM = 1 -005.8 Inv W= 1001.( Inv N -S =998.9 PP �TR= 1013. M 32 CB hry 8.0 = � RIM= 10Cy N -S= 100 Inv = 1,10.3 110.3 Inv E= 1009.1 n 'n C �IM= 1014.9 PP Inv = 1010.5 - -� N i C BRIM 1015.45 �� FE'S Inv - 1010.7 1/ 1 101/03/2013 1 PER CITY COMMENTS NO. I DATE DESCRIPTION REVISIONS N CAMPION ENGINEERING (n SERVICES, INC. ,e a�` NEENAH R -4342 GRATE •ii �� 8' PV 986.0 • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P,❑, Box 249 Maple Plain, MN 55359 Phone: 763- 479 -5172 Fax: 763 - 479 -4242 E -Mail: mcampion @campioneng,com CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651 - 454 -0002 MN. TOLL FREE 1- 800 -252 -1 166 GENERAL NOTES ° EXISTING TOPOGRAPHIC INFORMATION PER PELLINEN LAND SURVEYING SURVEY. 2. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES. 3. 0 Denotes DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS 0 PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY curb stop Of Denotes PHASES OF THIS PROJECT. 0 ° concrete surface 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF BENCHMARK EXISTING UTILITIES. IT SHALL BE THE RESPOSIBILITY OF THE CONTRACTOR TO 0 RELOCATE ALL UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS Top nut of Hydrant at intersection of Chaska Road c and Melody Hill Road. BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL (1-800-252-1166). 5. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED Elevation = 1016.82 (NGVD 1929) _ R I 4009.34 RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL M Inv W= 1003.7 REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL /Inv E= 1003.4 = 1008.49 nv N -S= 1001.5 i= 1004.2 i CB IN, ON OR NEAR THE CONSTRUCTION SITE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING C TRAFFIC CONTROL DEVICES TRAFFIC CONTROL DEVICES SHALL CONFORM TO " APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 7. THE CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES PP �TR= 1013. M 32 CB hry 8.0 = � RIM= 10Cy N -S= 100 Inv = 1,10.3 110.3 Inv E= 1009.1 n 'n C �IM= 1014.9 PP Inv = 1010.5 - -� N i C BRIM 1015.45 �� FE'S Inv - 1010.7 1/ 1 101/03/2013 1 PER CITY COMMENTS NO. I DATE DESCRIPTION REVISIONS N CAMPION ENGINEERING (n SERVICES, INC. ,e a�` NEENAH R -4342 GRATE •ii �� 8' PV 986.0 • Civil Engineering • Land Planning 1800 Pioneer Creek Center, P,❑, Box 249 Maple Plain, MN 55359 Phone: 763- 479 -5172 Fax: 763 - 479 -4242 E -Mail: mcampion @campioneng,com CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651 - 454 -0002 MN. TOLL FREE 1- 800 -252 -1 166 GENERAL NOTES 1. EXISTING TOPOGRAPHIC INFORMATION PER PELLINEN LAND SURVEYING SURVEY. 2. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES. 3. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY Denotes DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS @ PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY curb stop DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION Denotes PHASES OF THIS PROJECT. 4. THE CONTRACTOR MUST CONTACT ALL APPROPRIATE UTILITY COMPANIES AT LEAST concrete surface 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF BENCHMARK EXISTING UTILITIES. IT SHALL BE THE RESPOSIBILITY OF THE CONTRACTOR TO RELOCATE ALL UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS Top nut of Hydrant at intersection of Chaska Road SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED and Melody Hill Road. BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL (1-800-252-1166). 5. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED Elevation = 1016.82 (NGVD 1929) CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY DEPOSITING OF SILT. THE OWNER MAY, AT HIS /HER OPTION DIRECT THE RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS _ _ Denotes existing contour line REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL / WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT / CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES ALL AT THE EXPENSE OF THE CONTRACTOR. THE SILT FENCES SHALL BE IN, ON OR NEAR THE CONSTRUCTION SITE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES TRAFFIC CONTROL DEVICES SHALL CONFORM TO " APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 7. THE CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. 8. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE ' CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTES AND INSPECTIONS WITH THE SOILS ENGINEER. 9. THE SITE HAS NOT NECESSARILY BEEN DESIGNED TO BALANCE THE ON -SITE MATERIALS. AFTER THE SITE GRADING IS COMPLETE, IF EXCESS SOIL MATERIAL EXISTS, THE CONTRACTOR SHALL DISPOSE OF ALL EXCESS SOIL MATERIAL e.INSTALL SEED AND MULCH ON AREAS THAT ARE NOT TO BE HARD SURFACES. - OFF -SITE IN A MANNER ACCEPTABLE TO THE OWNER AND THE REGULATING 5. AGENCIES. 10. ALL DISTURBED UNSURFACED AREAS ARE TO IMMEDIATELY RECEIVE FOUR INCHES AND AFTER CONSTRUCTION UNTIL ALL DISTURBED AREAS ARE STABILIZED. -- __ OF TOPSOIL, SEED AND MULCH AND BE WATERED UNTIL A HEALTHY STAND OF 6. GRASS IS OBTAINED. 11. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE OR GUTTER LINE IF \ CURB. 12. CONTRACTOR SHALL ADJUST AND /OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE ALONG MATCHING PAVEMENT AREAS AND /OR CURBS. 6" DIA ORIFICE 0rillIxf 12" PVC i• .OUTLET CONTROL STR U CTU R E I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the laws of the State of Minnesota. 12/17/2012 Martin P, Campion -Lic. # 19901 Date: EROSION /SILTATION CONTROL N 40 0 40 80 120 SCALE 1' = 40' LEGEND • Denotes iron monument found O Denotes iron monument set MFb Denotes Manhole CBD Denotes Catch Basin HYDD Denotes Hydrant PFO Denotes power pole @ Denotes sewer service @ Denotes curb stop + Denotes Sign (type noted) ° ° Denotes concrete surface Denotes B -6 curb & gutter S Denotes Sanitary Sewer 1. ALL EROSION CONTROL AND SILTATION CONTROL WILL COMPLY WITH MINNESOTA'S I Denotes Watermain BEST MANAGEMENT PRACTICES MANUAL AND REGULATIONS OF THE CITY. 2. ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING PAVEMENT, IN TEMPORARY SEDIMENTATION BASINS, OR IN EXISTING STORM SEWERS OR SWALE'S > > Denotes Storm Sewer SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED. 3. SILTATION AND EROSION CONTROL: THE CONTRACTOR SHALL ASSUME COMPLETE e- Denotes line RESPONSIBILITY FOR CONTROLLING ALL SILTATION. CONTROL SHALL COMMENCE overhead power WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNERS. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL e- e- Denotes Access control DESIGN AND IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY, AT HIS /HER OPTION DIRECT THE CONTRACTOR IN HIS /HER METHODS AS DEEMED FIT TO PROTECT PROPERTY AND - 998 _ _ _ _ _ _ _ _ Denotes existing contour line IMPROVEMENTS. ANY DEPOSITING OF SILT SWALES SHALL BE REMOVED AFTER (2 foot contour interval) EACH RAIN AND AFFECTED AREAS CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. THE SILT FENCES SHALL BE REMOVED AND THE SILT REMOVED FROM THE PONDING AREAS BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 4. CONSTRUCTION SHALL PROCEED IN THE FOLLOWING SEQUENCE: a.INSTALL EROSION CONTROL MEASURES AND ROCK CONSTRUCTION ENTRANCE. -- SETBACK LINE (ACCESSORY STRUCTURE) b.CONSTRUCT TEMPORARY DRAINAGE DITCHES /SWALES /STORM SEWER. c.MAINTAIN EROSION MEASURE, I.E. SILT FENCE, ROCK CONSTRUCTION ENTRANCE. SETBACK LINE (PRINCIPAL STRUCTURE) d.COMPLETE SITE GRADING TOLERANCING. e.INSTALL SEED AND MULCH ON AREAS THAT ARE NOT TO BE HARD SURFACES. - - DRAINAGE & UTILITY EASEMENT 5. ALL CULVERT FLARED END SECTIONS SHALL BE ADEQUATELY PROTECTED BEFORE AND AFTER CONSTRUCTION UNTIL ALL DISTURBED AREAS ARE STABILIZED. -- __ WETLAND 6. STOCKPILE AREAS WHICH REMAIN ON THE SITE FOR MORE THAN SEVEN DAYS SHALL BE SEEDED, MULCHED, AND SURROUNDED BY SILT FENCE. 7. CONCRETE WASHOUT WILL NOT BE ALLOWED ON SITE. 5' MIN. LENGTH POST AT 4' MAX. SPACING CAUTION NOTES: _ GEOTEXTILE FABRIC THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND /OR ELEVATION FABRIC ANCHORAGE TRENCH. DIRECTION OF BACKFILL WITH TAMPED OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE RUNOFF FLOW 30' MIN NATURAL SOIL VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. 6'MIN THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 2' MIN MIN 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. ! eh'&ENT IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY SILT FENCE DETAIL CALLING GOPHER STATE ONE CALL AT 800-252-1166 OR 651 - 454 -0002. DENOTES SILT FENCE FRETHAM 15TH ADDITION LAKEWEST DEVELOPMENT CHANHASSEN, MN PRELIMINARY GRADING PROJECT NO: & EROSION CONTROL PLAN 12 -024 SHEET NO. 5 OF 8 SHEETS DATE: 12/17/12 N CB I / L 9 001ETACLAND / / `� � "gn (_0 / \ E\ 1 \TR 223 7 �� \ \ \ M I I \ TRTO 6% cA TR 164 \ \ 40 0 40 80 120 TR 165 C3 TR 'I �3 _ A \ TR 169 V I \ \ \ T 224 \a — — ' -990 �� �� \ I SCALE 1' = 40' I\ She / TR 162—C3- I I I TR 170 a _ — _ d/ TR T�26116 A I \V TR 238 X02 A I I I TR 5 I I o� I Pao — — 9 _ — 994 TR 159 a 00 �' TR 171 II // �/ �' - -- - -- —QTR 158 a iI —JT14 226 _TR 8 TR 174 i 002 CB RIM = 1002.20 < Inv =995.9 , ZIM= 1004.33 Inv =998.6 CB / rCB IM = 1004. 22 N —S =997.6 v W =998.0 O �O i PP M CB /TR= 1013.32 /� N —S= 1008.0 — I RIM =1 4.52 Inv = 1,7110.3 Inv E= 1009., � A / � C IM= 1o14.9 PP Inv= 1010.5 l C I� — � A 1015.45 < �FE� = 1010.55 I I Inv 101 Q. PP� / o' HE'D o G I i ; 1 /TREE INVENTORY Tag # CODE INCH CONIF 10 "+ SPECIAL SAVE /REMOVE /OFF- SITE /COMMENTS DIA. EST. HT, DIA. DESIG. ° RIM = 1005.59 CSP Inv=1001.7 SCP SCOTCH PINE AUP ° CI 101 IM_ 1- 005.81 16 W =1001. YES —S =998.9 Bottom third of Lower Limbs dead by shade /vines 102 O 16 40 YES CO Bottom third of Lower Limbs dead by shade /vines 103 CSP O 40 YES WILLOW Bottom third of Lower Limbs dead by shade /vines 104 CSP .34 40 03.7 ° /Inv E= 1003.4 08.49 nv N —S= 1001.5 )04.2/ CB / / C / Bottom third of Lower Limbs dead by shade /vines ° I CSP ° I I I 40 YES Bottom third of Lower Limbs dead by shade /vines 107 CSP 15 40 O �O i PP M CB /TR= 1013.32 /� N —S= 1008.0 — I RIM =1 4.52 Inv = 1,7110.3 Inv E= 1009., � A / � C IM= 1o14.9 PP Inv= 1010.5 l C I� — � A 1015.45 < �FE� = 1010.55 I I Inv 101 Q. PP� / o' HE'D o G I i ; 1 /TREE INVENTORY Tag # CODE INCH CONIF 10 "+ SPECIAL SAVE /REMOVE /OFF- SITE /COMMENTS DIA. EST. HT, DIA. DESIG. WHITE SPRUCE CSP COLORADO SPRUCE SCP SCOTCH PINE AUP AUSTRIAN PINE 101 WSP 16 35 YES GREEN, WHITE ASH Bottom third of Lower Limbs dead by shade /vines 102 CSP 16 40 YES ELM Bottom third of Lower Limbs dead by shade /vines 103 CSP 14 40 YES WILLOW Bottom third of Lower Limbs dead by shade /vines 104 CSP 14 40 YES Bottom third of Lower Limbs dead by shade /vines 105 CSP 16 40 YES Bottom third of Lower Limbs dead by shade /vines 106 CSP 15 40 YES Bottom third of Lower Limbs dead by shade /vines 107 CSP 15 40 YES Bottom third of Lower Limbs dead by shade /vines 108 CSP 13 40 YES Bottom third of Lower Limbs dead by shade /vines 109 CSP 11 30 YES Bottom third of Lower Limbs dead by shade /vines 110 CSP 16 40 YES 111 CSP 13 35 YES 112 CSP 16 30 YES 13 WCD 16;16;14;13;13;12 30 YES YES 114 CSP 22 45 YES YES Bottom Half of Lower Limbs Dead. Twin Leaders. 115 BWT 12 YES 116 WCD 16;16 YES YES Poor Growth Structure. 1/4 Dead. 117 BW7 14 YES 118 SMA 12 YES 8" Limb is Dead 119 SMA 11 YES Central Leader Dead. Funky Growth. 120 SMA 8 30 NO Shaded Growth to 12' - -Past Limb Removed. 121 SMA 13 YES 122 SMA 16 35 YES 123 SMA 16 YES 124 SMA 16 YES 125 SMA 13 YES 126 CSP 13 35 YES One sided Dead Limbs 3/4 up. 127 CSP 20 45 YES YES One sided Limbed to 3/4 up. 128 SMA 32 YES YES Poor Structure. One Limb Remaining. Cut at 13' 129 BCH 12;4 40 NO Poor Health. Birch Borer. 130 BWT 20 40 YES 131 CSP 11 30 YES Topped at 30 132 CSP 14 45 YES 133 CSP 9 30 NO Base of Lower Trunk in Poor Shape. Disease /Beetle? 134 CSP 9 30 NO 135 BWT 24 35 YES Base issues. Poor Structure 136 CSP 10 30 YES 137 BWT 28 35 YES 138 SMA 10 35 YES 139 SMA 9 NO 140 BWT 18 YES 141 SMA 8 NO 142 BWT 21 YES 143 BWT 18 35 YES 144 BWT 15 YES 145 SMA 10 YES 146 CSP 8 30 NO 147 CSP 8 30 NO 148 ELM 9 NO 10" Trunk Dead. 149 SCP 18 45 YES Dead Limbs 1/2 up Tree. Shaded. 150 SCP 16 45 YES Dead Limbs 1/2 up Tree. Shaded. 151 SCP 18 45 YES Dead Limbs 1/2 up Tree. Shaded. 152 SCP 13 40 YES Dead Limbs 1/2 up Tree. Shaded. 153 SCP 14 35 YES Dead Limbs 1/2 up Tree. Shaded. 154 WIL 13 YES 155 WIL 18 YES 156 WIL 13;12 YES Major Limb Dead. Structurally Unsound. 157 WIL 18 YES 158 WIL 24 YES 50% Dead. 159 ELM 8;6 YES 160 ASH 14;9 YES 161 ASH 17;10 YES 162 BWT 9 NO 163 BWT 16 YES 164 BWT 18 YES 165 ELM 9 NO 166 MPX 9 No 167 MPX 14 YES NO 3/4 Dead. Hollow Base. 168 MPX 10 YES 169 ELM 10 YES Tag # CODE INCH CONIF 10"+ SPECIAL SAVE /REMOVE /OFF - SITE /COMMENTS DIA. EST. HT. DIA. DESIG. WHITE SPRUCE CSP COLORADO SPRUCE SCP SCOTCH PINE AUP AUSTRIAN PINE 170 ASH 14 BLACK WALNUT YES GREEN, WHITE ASH SMA 171 BWT 15;15 NMA YES ELM AMERICAN /SLIPPERY ELM 172 ELM 7 APPLE NO WILLOW BCH 173 BWT 12 YES 174 BWT 8 NO 175 BWT 18 NO 176 BWT 20 YES 177 ASH 20 YES 178 ELM 20 YES Slippery Elm 179 ASH 14 YES 180 ASH 14 YES 181 ASH 12 YES 182 BWT 10 YES 183 NMA 13 YES 184 NMA 16 YES 185 BWT 9 NO Poor Growth Structure. 1/4 Dead. 186 APL 7 NO 187 APL 9;8 YES 8" Limb is Dead 188 SMA 24 YES Central Leader Dead. Funky Growth. 189 WCD 16 30 YES Shaded Growth to 12' - -Past Limb Removed. 190 ASH 11 YES 191 CSP 14 35 YES 192 SMA 13 YES 193 ASH 10 YES 194 ASH 10 YES 195 AUP 16 30 YES Lower Branches Dead. Wood pecker,Vines, Salt Spray. 196 BCH 12;6;5;4 YES Birch Borer 197 BCH 8 NO Poor Health /Shape. Mostly Dead. Cut at 10'. 198 CSP 16 40 YES 199 CSP 13 40 YES 200 MAS 10 YES Base of Trunk Unhealthy. Species Size Limit? 201 WSP 16 45 YES 202 CSP 13 35 YES Base of Lower Trunk in Poor Shape. Disease /Beetle? 203 CSP 12 35 YES 204 CSP 10 35 YES 205 CSP 11 35 YES 206 CSP 8 35 NO 207 CSP 10 35 YES 208 SMA 10 YES 209 SMA 9 NO 210 SMA 8 NO 211 ASH 12 YES 212 CSP 12 35 YES 213 SMA 9 NO 214 SMA 14 YES 215 SMA 9 NO 216 SMA 10 YES 217 MPX 10;12 YES 10" Trunk Dead. 218 BWT 12 YES 219 ELM 9 NO 220 ASH 9 NO 221 ELM 16 YES 222 ELM 14 YES 223 MPX 10;5 YES 224 ELM 8 NO 225 MPX 19 YES Major Limb Dead. Structurally Unsound. 226 BWT 20 YES 227 ASH 11;16 YES 228 BWT 9 NO 229 BWT 11 YES 230 BWT 24 YES 231 ELM 10 YES 232 BWT 14 YES 233 ELM 9 NO 234 ELM 6 NO 235 ELM 7 NO 236 WIL 48 YES NO 3/4 Dead. Hollow Base. 237 ASH 10 YES 238 BWT 25 YES KEY WSP WHITE SPRUCE CSP COLORADO SPRUCE SCP SCOTCH PINE AUP AUSTRIAN PINE WCD WHITE CEDAR BWT BLACK WALNUT ASH GREEN, WHITE ASH SMA SUGAR MAPLE MPX BOX ELDER NMA NORWAY MAPLE ELM AMERICAN /SLIPPERY ELM HKB HACKBERRY APL APPLE WIL WILLOW BCH BIRCH MAS MOUNTAIN ASH MULTI - STEMMED TREE 1 101/03/2013 PER CITY COMMENTS N CAMPION 9 Civil Engineering 10 Land Planning 1800 Pioneer Creek Center, P. ❑, Box 249 ENGINEERING Maple Plain, MN 55359 m SERVICES, INC. Phone: 763 - 479 -5172 , I \ � Fax: 763 - 479 -4242 iii�JJJ� p p g E -Mails mcam ion @cam Ionen com I hereby certify that this plan, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional, l Engineer under the laws of the State of Minnesota, 12/17/2012 FRETHAM 15TH ADDITION DEVELOPMENT CHANHASSEN MN � PRELIMINARY TREE INVENTORY PROJECT N ❑: 12 -024 N ❑, DATE DESCRIPTION SHEET N � . 6 � E 8 SHEETS DATE 12/17/12 REVISIONS Martin P, Campion -Lic, # 19901 Dates i x WET ND 1 AC 1 ,rr + sow, 4 + + WET LAND, ` �• • .06 AC , _ 4 J ti +h ti .24 AC5 - . • y TTT ,� a; !1 1 ■ a■ ` 25 AC + ' Tf� + EXISTING SITE AREA = WETLAND AREA = NET AREA = BASELINE TREE COVERAGE _ 1 ■ 1t # I` BPI! Aff yF �• K _ r _ IF 2.29 AC 0.06 60 0 60 120 180 BASELINE CANOPY COVERAGE � � c I SCALE i x WET ND 1 AC 1 ,rr + sow, 4 + + WET LAND, ` �• • .06 AC , _ 4 J ti +h ti .24 AC5 - . • y TTT ,� a; !1 1 ■ a■ ` 25 AC + ' Tf� + EXISTING SITE AREA = WETLAND AREA = NET AREA = BASELINE TREE COVERAGE _ 1 ■ 1t # I` BPI! Aff yF �• K _ r _ IF 2.29 AC 0.06 AC 2.23 AC 1.74 AC 1.74 AC / 2.23 AC BASELINE TREE COVERAGE = 78% REQUIRED MINIMUM POST DEVELOPMENT COVERAGE = 46% 01U. A. Ir t POST DEVELOPMENT CANOPY COVERAGE dill"" a i 1 1 F I - i ■ 1 1 P -p6 s DESCRIPTION ` yam-. r • Lot F, 136- rdwell Acres, Lake M *f office of 6-Th'e Register of Dee( w ; tate Road No- 41. IF � tr F h , 1 , ■ 1+ ', • a .1 r , 'I FF 1 s In ' � -• ; r 4 � � r , A 1 � { i NC r F Y ,•S'' eA 4 EXISTING SITE AREA = 2.29 AC WETLAND AREA = 0.06 AC NET AREA = 2.23 AC POST DEVELOPMENT TREE COVERAGE= 0.93 AC 0.93 AC / 2.23 AC POST DEVELOPMMNT TREE COVERAGE = 42% REQUIRED CANOPY REPLACEMENT 4% X 2.23 AC X 1.2 = 4)662 SE REQUIRED NO. OF TREES: 4662/1089 = 5 TREES 1 101/03/2013 PER CITY COMMENTS N CAMPION 10 Civil Engineering •Land Planning 1800 Pioneer Creek Center, P, ❑, Box 249 ENGINEERING Maple Plain, MN 55359 m SERVICES, INC. Phone: 763-479-5172 63- 479 -4242 / I \ E -Mail; mcartpion @car,pioneng,cor, /////���111 I hereby certify that this plan, specification rt or report has been prepared by e or under my direct supervision and that I art a duly licensed Professional Engineer under the laws of the State of Minnesota, 12/17/2012 FRETHAM 15TH ADDITION LAKEWEST DEVELOPMENT CHANHASSEN, MN TREE CANOPY EXHIBIT PROJECT N ❑: 12 -024 N ❑, DATE DESCRIPTION SHEET N 0. 7 0 E 8 SHEETS DATE 12/17/12 REVISIONS Martin P, Campion -Lic, # 19901 Date; N CB I 0 WET LAND .001 AC \0 TR 223 _„ _ \ 40 0 40 80 120 �� TRfI� 6'� TR 164 � ��� �' M TR 165 TR -163 C3 - TR 169 224 v - she TR 162 4,3- TR 170 C3 -- - _ a TR T;6116 ° 3 �: T 238 TR Sw 0 TR 159 �� Planting Notes Planting Details - TR 171 QTR 158 ° _ �T� 226 TR g � : R 174 - 3 TR 227 R 1 V 1. CONTRACTOR SHALL CONTACT GOPHER "ONE CALL" 651 - 454 -0002 or 800 - 252 -1166 TO VERIFY LOCATIONS OF S P �R 1 75 TR 157, P P /,' ALL UNDERGROUND UTILITIES PRIOR TO INSTALLATION OF ANY PLANTS OR LANDSCAPE MATERIAL. PRUNE OUT MISDIRECTED ° -- HES LEAVE LEADERS BRANC I _ 2. ACTUAL LOCATION OF PLANT MATERIAL IS SUBJECT TO FIELD AND SITE CONDITIONS. INTACT. GUYING AND STAKING IS MANDATORY Inv" TR 22- 9 - / 3. PLANTING WILL BE INSTALLED UNTIL ALL GRADING AND CONSTRUCTION HAS BEEN COMPLETED IN THE IMMEDIATE FOR ONE (1) YEAR ON ALL \ AREA DECIDUOUS AND CONIFEROUS TREES: T 5 TOP STAKES 5' ABOVE GROUND R 21 -TR 233 V �� T ' (MAX.) OR TO FIRST BRANCH. R 21 -- �� 176V 06 A R 152 i 4. ALL SUBSTITUTIONS MUST BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO SUBMISSION OF ANY BID AND /OR a BOTTOM OF STAKE 3' (MIN.) TR =230 - � � \ �"� � � ` � QUOTE BY THE LANDSCAPE CONTRACTOR. BELOW GROUND. STAKING I = _ / TR 232 � �: TR, S 5. CONTRACTOR SHALL PROVIDE TWO YEAR GUARANTEE OF ALL PLANT MATERIALS. THE GUARANTEE BEGINS ON THE 8 POSTS TO BE 2 "X2" STAINED V �.� A �'.i l 4 r Ci WOOD OR PAINTED STEEL R 3l- \ �.- O DATE OF THE LANDSCAPE ARCHITECT'S OR OWNER'S WRITTEN ACCEPTANCE OF THE INITIAL PLANTING. REPLACEMENT p DELINEATOR POSTS. PLACE 3 \ V �� �O PLANT MATERIAL SHALL HAVE A ONE YEAR GUARANTEE COMMENCING UPON PLANTING. a POSTS EQUIDISTANT AROUND AND �� ! OUTSIDE ROOT BALL. SECURE - TR 236 4',WIL NT TR 149 -c, TREE To Posrs wrrH 1s^ LONG p�rryy C B �� \ �,3 6. MINNESOTA-GROWN AND/OR HARDY. SPECIMEN GRADE SHALL ADHERE J, C I 0 ND /0 POLYPROPYLENE OR TR 1 82 � � � � � O � � BUT SNOT LIMITED BY, THE FOLLOWING NSTANDARDSR RIM= 1002.20 A �� ALL PLANTS SHALL BE FREE FROM DISEASE, PESTS, WOUNDS, SCARS, ETC. POLYETHYLENE, 40 MIL., 1 Y2" �� DEFORMITIES. WIDE STRAP. TO Inv =995.9 TR 183 . TR 1�$ \� A _� ALL PLANTS SHALL BE FREE FROM BROKEN OR DEAD BRANCHES. e ALL PLANTS SHALL HAVE HEAVY, HEALTHY BRANCHING AND LEAFING. PLACE 4" DEPTH OF SPECIFIED TR 1 6 \ TR 143 OR 144 C3 / e CONIFEROUS TREES SHALL HAVE AN ESTABLISHED MAIN LEADER AND A HEIGHT TO WIDTH RATIO OF NO LESS THAN 5:3. MULCH OVER PLANT PITS - Do T�4 /� V 7 01 -2004 OR MOST CURRENT VERSION) IN. .-� _ . NOT PILE AGAINST TRUNK. / A T47 ` / PLANTS TO MEET AMERICAN STANDARD FOR NURSERY STOCK (ANSI Z6 N .. DI FORM 3" DEEP WATERING BAS R 211 TR" 85 / \ TR 179 REQUIREMENTS FOR SIZE AND TYPE SPECIFIED. BACKFlLL PLANT PIT WITH TR 187 % A, TR 180 - - \ TR 145 SPECIFIED BACKFILL SOIL. RIM =1 004.33 TR T� 212 / \ R 1 81 �� p 8. PLANTS TO BE INSTALLED AS PER STANDARD ANSI PLANTING PRACTICES. ^ ` ''• SCARIFY SIDES AND BOTTOM OF HOLE. Inv =998.6 , \ \ TRH �2 \\ TR 146 F i �1 Gj 9. PLANTS SHALL BE IMMEDIATELY PLANTED UPON ARRIVAL AT SITE. PROPERLY HEEL -IN MATERIALS IF NECESSARY; REFER TO AMERICAN STANDARD C B �T T 8206 �� \ /\ A - i� TEMPORARY ONLY. FOR NURSERY STOCK FOR 1 �� N D S P ' v v_ _y �MINIMUM BALL SIZE. 10. PRIOR TO PLANTING, FIELD VERIFY THAT THE ROOT COLLAR /ROOT FLAIR IS LOCATED AT THE TOP OF THE BALLED & �, / SET ROOT BALL ON UNDISTURBED CB RIM = 10042 BUFFER,%% v �, v TR 141 vv vv �, HYD BURLAP TREE. IF THIS IS NOT THE CASE, SOIL SHALL BE REMOVED DOWN TO THE ROOT COLLAR /ROOT FLAIR. SUBSOIL OR COMPACTED SOIL ° Inv N -S =997. V TAR 1 \ ,� �„ �' WHEN THE BALLED &BURLAP TREE IS PLANTED, THE ROOT COLLAR /ROOT FLAIR SHALL BE EVEN OR SLIGHTLY GRADE MATCHING TREES NATURAL V A ABOVE FINISHED GRADE. GROUNDLINE WITH FINISHED SITE Inv W= 998.0 'z / TR 3r / \ TF�� '� `" � � ;. 11. OPEN TOP OF BURLAP ON BB MATERIALS; REMOVE POT ON POTTED PLANTS. TR 02 TR 188 \� ' TR 201 T 130 � _ \ / � 12. PRUNE PLANTS AS NECESSARY -PER STANDARD NURSERY PRACTICE AND TO CORRECT POOR BRANCHING. a ° RIM = 1005.59 199 - 'TRTT3j3 13. WRAP ALL MAPLES - FASTEN TOP AND BOTTOM. REMOVE BY APRIL 1ST. PRUNE OUT MISDIRECTED BRANCHES. 4 Inv =1 001 .7 �O LEAVE LEADERS INTACT. ? 14. STAKING OF TREES OPTIONAL; REPOSITION, PLUMB AND STAKE IF NOT PLUMB AFTER ONE YEAR. TR I1 8 TR 189 TR 9 Well TR 134 �, GUYING AND STAKING IS MANDATORY 133 �J�� V 15. THE NEED FOR SOIL AMENDMENTS SHALL BE DETERMINED UPON SITE SOIL CONDITIONS PRIOR TO PLANTING. FOR ONE (1) YEAR ON ALL \�;" Gj o. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR THE NEED OF ANY SOIL AMENDMENTS. DECIDUOUS AND CONIFEROUS TREES: ° - TOP STAKES 5 ABOVE GROUND C TR 96 R 200 \ / 16. BACKFILL SOIL TO ADHERE TO MN DOT STANDARD SPECIFICATION 3877 SELECT TOPSOIL BARROW AND TO BE V (MAX.) OR TO FIRST BRANCH. RIM =1 -005.8 I - V / ( ) , R 1 8 �, / BOTTOM OF STAKE 3' (MIN.) � I` � EXISTING TOP SOIL FROM SITE FREE OF ROOTS, ROCKS LARGER THAN ONE INCH, SUBSOIL DEBRIS, AND LARGE � Inv W =1001. TR 1 \ WEEDS UNLESS SPECIFIED OTHERWISE. BELOW GROUND. STAKING POSTS 19710 \ C'^] ` /� TO BE 2 "X2" STAINED WOOD OR Inv N -S =998.9 \ 4� TR 13 /�j +`r PAINTED STEEL DELINEATOR ° I / \ O� 17. FOUR INCHES OF SHREDDED HARDWOOD BARK MULCH SHALL BE USED AROUND ALL TREES WITHIN TURF AREAS. POSTS. PLACE 3 POSTS 2 I 19 TR 125 TR 22 a EQUIDISTANT AROUND AND 191 127 131, / p 18. SHREDDED HARDWOOD BARK MULCH 4" DEEP SHALL BE INSTALLED IN ALL SHRUB PLANTING BEDS. Z►s!. OUTSIDE ROOT BALL. SECURE i `� / /j� ��. TREE TO POSTS WITH 16" LONG R AB I TR 190 o POLYPROPYLENE OR O Vl TR 195 TR `l o 121 O 19. DISTURBED AREAS WITHIN LANDSCAPE BUFFER AREA TO BE SEEDED WITH MNDOT TURF MIX UNLESS OTHERWISE 1'93, TR 8 �: " o NOTED. DISTURBED SODDED AREAS AROUND HOUSE PADS TO BE SODDED. SOD TO BE STANDARD MINNESOTA GROWN POLYETHYLENE, 40 MIL, 1 Yz" U 0. AND HARDY BLUEGRASS MIX. ALL SOD AREAS SHALL BE PREPARED WITH 4" OF TOPSOIL AND RAKED TO REMOVE WIDE STRAP. ° 3 ' TR 1 9 T 126 TR 1� \ / \ DEBRIS AND ENSURE DRAINAGE. SLOPES OF 3:1 OR GREATER SHALL BE STAKED. SEE CIVIL PLANS FOR SEEDING WHERE WRAPPING IS CALLED FOR: V (, AROUND NORTHERN POND AREA. WRAP FROM GROUNDLINE UPWARD TO O AP / /ice FIRST BRANCHES. `'� >> 20. CONTRACTOR SHALL PROVIDE NECESSARY WATERING OF PLANT MATERIALS UNTIL THE PLANT IS FULLY ESTABLISHED PLACE 4" DEPTH OF SPECIFIED MULCH ° T 1 15TA 16 /' �O OR IRRIGATION SYSTEM IS OPERATIONAL. OWNER WILL NOT PROVIDE WATER FOR CONTRACTOR. 2 BALL OVER PLANT PITS - DO NOT PILE `, DI METER AGAINST TRUNK. RI = 1009.34 21. REPAIR, REPLACE, OR PROVIDE SOD /SEED AS REQUIRED FOR ANY ROADWAY BOULEVARD AREAS ADJACENT TO THE FORM 3" DEEP WATERING BASIN. + i : . M O' SITE DISTURBED DURING CONSTRUCTION. :; >, •i'" ,`•',,� BACKFlLL PLANT PIT WITH SPECIFIED Inv W= 1003.7 TR 114 i, ;, :, BACKFILL SOIL. ° �� /� Co 22. REPAIR ALL DAMAGE TO PROPERTY FROM PLANTING OPERATIONS AT NO COST TO OWNER. SCARIFY SIDES AND BOTTOM OF HOLE. Inv E= 1003.4 08.49 nv N -S= 1001.5 I (o O \ X04.2 R 1 13 REFER TO AMERICAN STANDARD FOR NURSERY STOCK FOR MINIMUM BALL C B C W s > 1 12 �� 1 E. Lt_ _ SET ROOT BALL ON UNDISTURBED SUBSOIL OR COMPACTED SOIL MOUND MATCHING TREES NATURAL GROUNDLINE TR1 WITH FINISHED SITE GRADE. PP M CB TR= 1013.32 N -S- 1008.0 RIM =1 Q44.52 Inv =1 10.3 Inv E= 1009.1, I / C (� �IM= 1014.9(T PP Inv = 1010.5 C A 1015.45 < _�_FES = 1010.55 ,Inv = 101Cy.7 o PP\\ HE'D a LANDSCAPE BUFFER/ REPLACEMENT PLANTING NOTE: THE PROPERTY DISTANCE ALONG #41 IS APPROXIMATELY 440. SIGNIFICANT EXISTING VEGETATION WILL REMAIN ALONG THE MIDDLE 190. 250' OF BUFFER PLANTINGS TO BE INSTALLED ALONG THE NORTHERN AND SOUTHERN PORTIONS OF THE SITE (5 OVERSTORY, 10 ORNAMENTAL AND 15 SHRUBS) THE BUFFER ALSO INCLUDES THE REQUIRED TREE REPLACEMENT PLANTINGS (5). 1 N❑ KEY COMMON) BOTANICAL NAME SIZE TYPE COMMENTS a� \�e LANDSCAPE PLAN PROJECT N❑: SWAMP WHITE OAK; QUERCUS 0 - Dan Sjordal, ASLA Park Planning Urban Design Architecture Urban Design Visualization 1445 Oregon Avenue North, Golden Valley MN 55427 612- 360 -5757 STRAIGHT SINGLE LEADER; FIRST LAKEWEST DEVELOPMENT CHANHASSEN. MN 3 SW BICOLOR 2.5 BB BRANCH AT 6/-0// <� NO. AUTUMN BLAZE MAPLE; ACER X DESCRIPTION II ^ \\I SHEET I V O e 8 OF 8 SHEETS STRAIGHT SINGLE LEADER; FIRST � 5 AB FREEMANII 'JEFFERSRED' 2.5 BB BRANCH AT 6' -0" p0Q� 2 PC CLUMP FORM PR❑FUSI ❑N CRAB 6 BB THREE TRUNKS AT 8' MINIMUM; MALUS 'PR❑FUSI ❑N' FULL FORM AUSTRIAN PINE; PINUS NIGRA STRAIGHT SINGLE LEADER; OPEN 7 AP 6' BB GROWTH; FULL FORM \ SCOTCH PINE; PINUS STRAIGHT SINGLE LEADER; OPEN 3 SP SYLVESTRIS 8 BB GROWTH; FULL FORM RED TWIGGED DOGWOOD; C❑RNUS #5 SPACE 5' ❑C 15 RD SERICEA 'BALEYI' 36 C ❑NT LANDSCAPE BUFFER/ REPLACEMENT PLANTING NOTE: THE PROPERTY DISTANCE ALONG #41 IS APPROXIMATELY 440. SIGNIFICANT EXISTING VEGETATION WILL REMAIN ALONG THE MIDDLE 190. 250' OF BUFFER PLANTINGS TO BE INSTALLED ALONG THE NORTHERN AND SOUTHERN PORTIONS OF THE SITE (5 OVERSTORY, 10 ORNAMENTAL AND 15 SHRUBS) THE BUFFER ALSO INCLUDES THE REQUIRED TREE REPLACEMENT PLANTINGS (5). 1 01/03/2013 PER CITY COMMENTS I hereby certify that this plan, specification or report has been by rte or FRETHAM 15TH ADDITION LANDSCAPE PLAN PROJECT N❑: 0 - Dan Sjordal, ASLA Park Planning Urban Design Architecture Urban Design Visualization 1445 Oregon Avenue North, Golden Valley MN 55427 612- 360 -5757 prepared under my direct supervision and that I are a duly licensed Landscape Architect under the laws of the State of Minnesota, ��� , #22321 n., � c I„r _ 11 Tan ianl a LAKEWEST DEVELOPMENT CHANHASSEN. MN 12_024 `"� NO. DATE DESCRIPTION II ^ \\I SHEET I V O e 8 OF 8 SHEETS DATE: 12/17/12 REVISIONS