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CAS-18_GLACCUM HIGHLANDS FINAL PLAT DOCUMENTS FILE 2 OF 2a L 0 0 0 Ln LO a 0 25 50 100 SCALE IN FEET j u i y y 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PHONE (612) 990-0666 I I WETLAND �I OUTLOT A I BLOCK 1 LAKE LUCY ROAD GLACCUM PROPERTY CHANHASSEN 9 MINNESOTA 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX A L L I A N T www.alliant-inc.com ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MIINNESOTA MARK RAUSCH, PE DATE LICENSE NO PROJECT TEAM DESIGNED: MPR DRAWN: PLN PROJECT NO: 215-0030 QA/QC REVIEW BY DATE VICINITY MAP NOT TO SCALE SHEET INDEX NO. i Gi'",1" RSC4 E*ZE. AUG 13 2015 c4 #%VPvN%1%GneP1 DEVELOPER ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PH: 612-990-0666 CONTACT: TOM GONYEA EM: tom@landmn.com CONSULTANT ALLIANT ENGINEERING, INC. 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3080 FX: 612-758-3099 ENGINEER MARK RAUSCH LICENSE NO. 43480 EM: mrausch@alliant-inc.com SURVEYOR DENNIS B. OLMSTEAD LICENSE NO. 18425 EM: dolmstead@alliant-inc.com LANDSCAPE ARCHITECT MARK KRONBECK LICENSE NO. 26222 EM: mkronbeck@alliant-inc.com COVER SHEET l DETAILS 2-3... EXISTING CONDITIONS SURVEY 4 REMOVALS PLAN 5SITE, LIGHTING, AND SIGNAGE PLAN 6 y, r 5? GRADING AND DRAINAGE PLAN 7 EROSION AND SEDIMENT CONTROL PLAN 8 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 9 STREET AND STORM SEWER PLAN AND PROFILES 10 -��� 2-r745 SANITARY SEWER AND WATER MAIN PLAN AND PROFILES 11 T v TREE CANOPY COVERAGE PLAN 12 TREE INVENTORY AND PRESERVATION PLAN 13 LANDSCAPE AND REFORESTATION PLAN 14 LANDSCAPE DETAILS 15 DATE ISSUE DATE ISSUE 6-5-15 CITY SUBMITTAL GLACCUM HIGHLANDS 6-16-I5 CITY COMMENTS 8-14-15 CITY SUBMITTAL CONSTRUCTION DOCUMENTS COVER SHEET FINAL PLAT SUBMITTAL SHEET I OF 15 i 4 / 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX A L L I A N T www.alliant-inc.com ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MIINNESOTA MARK RAUSCH, PE DATE LICENSE NO PROJECT TEAM DESIGNED: MPR DRAWN: PLN PROJECT NO: 215-0030 QA/QC REVIEW BY DATE VICINITY MAP NOT TO SCALE SHEET INDEX NO. i Gi'",1" RSC4 E*ZE. AUG 13 2015 c4 #%VPvN%1%GneP1 DEVELOPER ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PH: 612-990-0666 CONTACT: TOM GONYEA EM: tom@landmn.com CONSULTANT ALLIANT ENGINEERING, INC. 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3080 FX: 612-758-3099 ENGINEER MARK RAUSCH LICENSE NO. 43480 EM: mrausch@alliant-inc.com SURVEYOR DENNIS B. OLMSTEAD LICENSE NO. 18425 EM: dolmstead@alliant-inc.com LANDSCAPE ARCHITECT MARK KRONBECK LICENSE NO. 26222 EM: mkronbeck@alliant-inc.com COVER SHEET l DETAILS 2-3... EXISTING CONDITIONS SURVEY 4 REMOVALS PLAN 5SITE, LIGHTING, AND SIGNAGE PLAN 6 y, r 5? GRADING AND DRAINAGE PLAN 7 EROSION AND SEDIMENT CONTROL PLAN 8 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 9 STREET AND STORM SEWER PLAN AND PROFILES 10 -��� 2-r745 SANITARY SEWER AND WATER MAIN PLAN AND PROFILES 11 T v TREE CANOPY COVERAGE PLAN 12 TREE INVENTORY AND PRESERVATION PLAN 13 LANDSCAPE AND REFORESTATION PLAN 14 LANDSCAPE DETAILS 15 DATE ISSUE DATE ISSUE 6-5-15 CITY SUBMITTAL GLACCUM HIGHLANDS 6-16-I5 CITY COMMENTS 8-14-15 CITY SUBMITTAL CONSTRUCTION DOCUMENTS COVER SHEET FINAL PLAT SUBMITTAL SHEET I OF 15 4 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX A L L I A N T www.alliant-inc.com ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MIINNESOTA MARK RAUSCH, PE DATE LICENSE NO PROJECT TEAM DESIGNED: MPR DRAWN: PLN PROJECT NO: 215-0030 QA/QC REVIEW BY DATE VICINITY MAP NOT TO SCALE SHEET INDEX NO. i Gi'",1" RSC4 E*ZE. AUG 13 2015 c4 #%VPvN%1%GneP1 DEVELOPER ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PH: 612-990-0666 CONTACT: TOM GONYEA EM: tom@landmn.com CONSULTANT ALLIANT ENGINEERING, INC. 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3080 FX: 612-758-3099 ENGINEER MARK RAUSCH LICENSE NO. 43480 EM: mrausch@alliant-inc.com SURVEYOR DENNIS B. OLMSTEAD LICENSE NO. 18425 EM: dolmstead@alliant-inc.com LANDSCAPE ARCHITECT MARK KRONBECK LICENSE NO. 26222 EM: mkronbeck@alliant-inc.com COVER SHEET l DETAILS 2-3... EXISTING CONDITIONS SURVEY 4 REMOVALS PLAN 5SITE, LIGHTING, AND SIGNAGE PLAN 6 y, r 5? GRADING AND DRAINAGE PLAN 7 EROSION AND SEDIMENT CONTROL PLAN 8 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 9 STREET AND STORM SEWER PLAN AND PROFILES 10 -��� 2-r745 SANITARY SEWER AND WATER MAIN PLAN AND PROFILES 11 T v TREE CANOPY COVERAGE PLAN 12 TREE INVENTORY AND PRESERVATION PLAN 13 LANDSCAPE AND REFORESTATION PLAN 14 LANDSCAPE DETAILS 15 DATE ISSUE DATE ISSUE 6-5-15 CITY SUBMITTAL GLACCUM HIGHLANDS 6-16-I5 CITY COMMENTS 8-14-15 CITY SUBMITTAL CONSTRUCTION DOCUMENTS COVER SHEET FINAL PLAT SUBMITTAL SHEET I OF 15 l` - in c n I 0 t o � i+ ane ,v 1 Not to Scale �3 A to 1 (HYD) R/W 2/W _.. ..... .. tv ..... ......... ............ .. _..... .-_. .^.-.-.... I _^*1 __.-- ------- -_.4.- -_ cj i MH ,,,in n n ,N4on on d"'Jeo,l ar Property y line. TNOTA: Alldead code to he extended le ¢Plenum of Orr nip, lean boyand •• NOTE i is � 'WFf .r mom to be on gate to ve end ri,. e. Y,- e Jo, : s' ec.:k to north and west sale v 41u tied g 0 tee. o hu rnrIle unless faiproposestsl,P ase aonfl l with s.dewolk. QPYOF TYPICAL INTERSECTION REwsED: 2-08 ENGINEERING DEPARTMENT PLAtE NO, 1001 FEE NAME: O: G CS 1003 Add Meana Reliance Frame /^ Manhole Casting, Lid and Adjusting And Rings / Rings (See Plates 2110 OF 2111) Provide I&I Barrier on all sanitary - sewer manhole(ssn plate 2109) ° • Manhole steps chair be Neer h R -1981J, 16" an center. o Steps Shall be on Downstream Sid. U P Unless Pipe Diameter is 1BPr Larger Or er S AN jail to in es. Indo to hoes external g ruhber r .. Mir Intl -shield laid external A Ma or as directed rt the Engineer. Y"A ore to Maximum of 2 Short MontTda 4'-0" Below to De Used Directly jr Below GanE SECt(OD Pipe %heli be cut out flush A An inside fore of Wali, Kor-r-soul required. 'zf•: + r Precast Inverts Most be 1/2 of Pipe Diameter and Remotion SECTION VIEW Sloped 2" Toward the invert ZmlO,mum precast base to deep o{ 6" for ick deep ar vers, and depth pea 1" in r than far every 4' of depth greater than 14'. ul 1. Korconsidered acceptable oltamate, n teal manhole or Mal cona e P 9 2. All dog e nun shall be grouted an traits and outside. 3. When the e trowe or Gatch basin structure post is d sign Aed suicide the Installed ed roadway o witness post and sign (MN} shall be installed next to the manhole. CITYOF STANDARD E MANHOLE REVISED: 2-15 ENGINEERING DEPARTMENT PLATT: 2101 FlLE NAME:G: NG PECS 2Wi 11 IARF.: urindun ttabic Curb & ^u ter to be transitionedinto a IT a type at catch basing Cotrhbarsm ra Te & Gnrte Magnet, te �DO9J-'V or I A� Co ChboSn to be CEOre4Hed 2 le ber Dalkon gutter lice Oadd Ncar�h R-3067-143 ehoA he used x oat al low point., K 4 Suroountoble Concrete Curb & Gutter 2-#4-60'Long Reborn Food ray �S0M-L IRikC No Scale Q PLAN 45' BENDS Vm,able 3' Mu, N 5' MIn iron '!'15_on_ BIT. WEAR O�- ponse i Min. Tranedmn c w Tp of Cl,rb 2 CONCRETE SHALL BE IN CONTACT WPH QIf d w A THIS u / /_> 1G 1f2' lar ,auntabin .� .UADRANT OF p - C Desks gutter Ione grace` -?-;t4-60" LONG I 1 T HOT A Loci, way UNDIS'IUnBED LAE H j OONCRETe- HOPE OR Coif F'rama & Ea Or 2 112' BENDS SECTION A -A H" . CONCRETE No Scats THRUST 4n0llllbk►M 3M aff BLOCKING CURB ENGINEERING DEPARTMENT �¢ FILE NAME: G: ENG SPECS 1002 CONSTRUCTION A �bft SEALANT OR APPROVED EQUAL. AT CATCH BASIN REVISED:1-10 co concrete. h ad'stment Jringswith u ENGINEERING DEPARTMENT PLATE NO.: CC 31 OV FILE NAMED C SPECS 3108 COLLAR - '-" TIMES: - 1. of bacx o+ buttress ma, va,, in long as poured aginst Ilia undi. obad ee tt 2. D n +':n t'2C3 • orld be pc qt L. r -rake rte 0 eau I to o' Jorge, than did. 1 L r e. Kion Al AL A3 should to OF 1"'g be Pos,O w Lhoaf infeLarin, Alto 4J bolts, 9 45' M a pl.iuv Pol} by c, 1, wren vi 8 i 5 A: bondS IT, trillion shall be rsira d wtt Magalugs oraFt rest c rte or equal a -- Sea no 0 - PLAN 90' BENDS PLAN 45' BENDS Vm,able 3' Mu, a sea riot, 4 I BETWEEN FRAME AND RINGS BIT. WEAR O�- ponse 8, FINNISH -BARE METAL NO PAINT OR COATINGS 9, WIDGHT3: RUME 126 LDS / LID 122 LBS i rf" 24". 7 -or equal �A CONCRETE SHALL BE IN CONTACT WPH QIf I'C . A THIS u / /_> 1G 1f2' lar ,auntabin .� .UADRANT OF p - C ENGINEERING DEPARTMENT SEE DmATAIL 2109 BIDDING MATER I 1 T 1 l UNDIS'IUnBED LAE H j OONCRETe- HOPE OR SEC'ION A -A Or 2 112' BENDS gff H" . CONCRETE PRECAST CONCRETE THRUST 4n0llllbk►M 3M BLOCKING REVISED: 2-08 ENGINEERING DEPARTMENT PUIE NO.: 1002 FILE NAME: G: ENG SPECS 1002 grata or equal, A �- PIA N MANHOLE CASTING &LID SHALL BE PER - DETAIL 2111. VARIES -ADD MASTIC BE tWEEN TRADE /-� AND RINGS BUD BASE OR BINDER MIN. (2--2') ADJ. RINGS AND ¢ MAX. (3-4 ) ADJ, RINDS NDP_o OR (1-2" RING WITH - T PRECAST CONCRETE MORTOR = 0.2`) ADJUSTING RINGS NOT BARRIER - - -- ---^' 27' 6" THICK CONCRETE SEE DEATAIL 2109 COLLAR BIT. BASE OR BINDER COURSE ADJ, DETAIL NO S: i. PRECAST (CNGIi_TE ADJUSTING RINGS :SHALL BE BEDDED W1lN 1/4" TO 1/2" MORTAR 2. HDPE`CH ilNG PINGS SHALL BE BEDDED WI1W SEALANT MANUFACTURED BY LAOTT'FCH NC. OR APPROVED EQUAL. 3, ALL ADJUSTSSMALLINCLUDE NEW RINGS FROM CASTING TO CONE, 9AlilOF MANHOLE CASTING AND MIME ADJUSTING DETAIL REvtsEn:x-i5 ENGINEERING DEPARTMENT PLATE ND.: 2110 PILE NAM€:0: ENO 6PEC5 iia ') �( _RIPE. AP i A I �1 L� 4 rig SD PLAN R rRJUP RESUIREl•6E•`L=B NTS NONE IPE DIA, RiPRAP REQUIRED GRANULAR F11-11ED REQUIRED 12 TO 21" 8 to 12 Cle CL,3 L UL_R RIP RAP ANO 2 27 fO 33" 14 to 20 CY C-3 LAYERS OF 50OX MIRAFI 36 TO 48" 23 to 38 CY CL.3 FABRIC CR EQUAL A4 AND UP 62 CY and up CL.4 (U eI. I_ yard Is approximately 2,800 Ips.) 2' TRIPRAP of Granular Fllter (MNDOT 3601.28) SECION4 A Geotaxtlielife, Type IN NTS RI -'RAP N S 4 ' -G anular Futer (MNCO. 3603.28) SE r I ION Yo'-- f Geotos61c Filter Type I1 �Qu RIP RAP 4ll61109i71i DETAIL REN8E0: 2-10 ENGINEERING DEPARTMENT Pu1E Na, 3107 LE NAME: G: G sPE 310] HYDRANTS SHALL DE CLOW MEDALLION OR WATEROUS W'B-67-250 ALL HYDRANTS MUST BE APPROVED BY CITY THE HYDRANT MARKER SHALL DE A SPRING MWNTFD PSERGEASS ROD V IN Oeterm, LENGTH, FOR SIDE INSTALL MAGNETIZED MOUNT APPLICATION, USING RED $ wNITE REFLEUVVE TRACER BOX {SNAKE TAPE WRAPPING OVER TIE FULL LENGTH of THE Pt T) AS NEEDED PER Eno DETAILS EXISi1NG OR FUTURE-- 9S50.b'9Dt,Eb'p2 CURBOR WTTER LINE HYDRANT VALVE BOX STREET 24" MIN, t12' 2.DP: i if2.III 2' a' I III / CUBIC YARD OF- � `- 1 1/2 C EAR ROOK GALE ADAPTER AND TEE AND 2 LAYERS OF WITH ADAPTER POLYETHYLENE 4 MIT.) 9" 8"X5" SOLID CONCRETE BLOCK P L � %7 NOTES: i ALL HYDRANTS SHALL HAVE WEEP HOLES. 2 MINIMUM 7.:5' COVER OVER MAIN, 3 ALL. PANTED SURFACES SHALL BE SUBJECT TO TWO YEAR WAR ENTY PERIOD CA ASN TON SCC ON 2SH L M DE RMA1N SPECIFICATIONS, NOTED E E EC A. ALLLT JOINTS SHA'. BEN SHALL EPA A HYDRANT MARKER. a. ALL HYDRA SHA'. BE RESTRAINER1V RTI MEG" -LOGS MECHANICAL JOINT RESTRAINT. G. ALL HYDRANT H R PLUMB TO VERTICAL AXIS, MAXIMUM ALLOWABLE t0 RE 1/2' PER FOOT Or HYURANT. 7, OTo AE SURELY CRVERFb WITH %.ASiTC WRAP OR RAG TO NOIOATF. THAT It IS IS OUTUT O OF GllSERNOE. affor� TYPICAL HYDRANT INSTALLATION REVLr0: 3-14 ENGINEERING DEPARTMENT PLATE N0.: 1004 TILE NAME q NG 6PEC6 1004 LETTERS TED FLUSH MACH, GROOVE N UD OIL RF-SSTANT T -GASH NIIPoLE (¢D DURO) T-SEACON L HALED PICKHME DETAIL GASKEIU) UDs USED FOR SAMTARY AND WptpT MPNHCIES AW-BEAMElar. CHANHASSEN Enc.: 5tol SANITARY Smi M 56Ia WATER M, UNLESS CAUED OUT IN it e4 LE551� MANUFACNREb IN USA/ UA FlES FORtEE➢CREDITS��-21/4' D U6 ADD MASTIC UU ST CRAYRON, ASTM A-40 CLA55 358 I BETWEEN FRAME AND RINGS BIT. WEAR O�- ponse 8, FINNISH -BARE METAL NO PAINT OR COATINGS 9, WIDGHT3: RUME 126 LDS / LID 122 LBS p a OF rf" 24". 7 -or equal Parking Lo.... cr Mtd una,� 28 7Z � T 1 R 76' r- Top 8ttomincus upland T 6 R BIT. BASE !&I BARP.IER- / /_> 1G 1f2' lar ,auntabin AND LIDS DETAIL RENSED:2-10 ENGINEERING DEPARTMENT SEE DmATAIL 2109 FILE NAMEc ENa sPEcs 2m Su ace UllurrnnousT Curb ....._................. .......... 6.' Shoe F r a mod T affOF TYPICAL CURB HOPE OR 2- V"d Grates shall be used at all low REVISED: 3-10 ENGINEERING DEPARTMENT H" . FILE NAME: U. ENG SPECS 5203 PRECAST CONCRETE a -- --Naenoh 83067--V casting and / ADJUSTING RINGS RENES SHALL BE SET ON AES grata or equal, A �- PIA N SEALANT OR APPROVED EQUAL. co concrete. h ad'stment Jringswith u ,. 6" TRICK. CONCRETE 21 COLLAR - '-" eo sr poncreta or _ IIDPCa N4Ic. 2- IECL COVER RISER RINGS ARE N01 ALLOWED. BIT. WEAR COURSE ADJ. DETAIL MANHOLE CASTING &LID SHALL BE PER - DETAIL 2111. VARIES -ADD MASTIC BE tWEEN TRADE /-� AND RINGS BUD BASE OR BINDER MIN. (2--2') ADJ. RINGS AND ¢ MAX. (3-4 ) ADJ, RINDS NDP_o OR (1-2" RING WITH - T PRECAST CONCRETE MORTOR = 0.2`) ADJUSTING RINGS NOT BARRIER - - -- ---^' 27' 6" THICK CONCRETE SEE DEATAIL 2109 COLLAR BIT. BASE OR BINDER COURSE ADJ, DETAIL NO S: i. PRECAST (CNGIi_TE ADJUSTING RINGS :SHALL BE BEDDED W1lN 1/4" TO 1/2" MORTAR 2. HDPE`CH ilNG PINGS SHALL BE BEDDED WI1W SEALANT MANUFACTURED BY LAOTT'FCH NC. OR APPROVED EQUAL. 3, ALL ADJUSTSSMALLINCLUDE NEW RINGS FROM CASTING TO CONE, 9AlilOF MANHOLE CASTING AND MIME ADJUSTING DETAIL REvtsEn:x-i5 ENGINEERING DEPARTMENT PLATE ND.: 2110 PILE NAM€:0: ENO 6PEC5 iia ') �( _RIPE. AP i A I �1 L� 4 rig SD PLAN R rRJUP RESUIREl•6E•`L=B NTS NONE IPE DIA, RiPRAP REQUIRED GRANULAR F11-11ED REQUIRED 12 TO 21" 8 to 12 Cle CL,3 L UL_R RIP RAP ANO 2 27 fO 33" 14 to 20 CY C-3 LAYERS OF 50OX MIRAFI 36 TO 48" 23 to 38 CY CL.3 FABRIC CR EQUAL A4 AND UP 62 CY and up CL.4 (U eI. I_ yard Is approximately 2,800 Ips.) 2' TRIPRAP of Granular Fllter (MNDOT 3601.28) SECION4 A Geotaxtlielife, Type IN NTS RI -'RAP N S 4 ' -G anular Futer (MNCO. 3603.28) SE r I ION Yo'-- f Geotos61c Filter Type I1 �Qu RIP RAP 4ll61109i71i DETAIL REN8E0: 2-10 ENGINEERING DEPARTMENT Pu1E Na, 3107 LE NAME: G: G sPE 310] HYDRANTS SHALL DE CLOW MEDALLION OR WATEROUS W'B-67-250 ALL HYDRANTS MUST BE APPROVED BY CITY THE HYDRANT MARKER SHALL DE A SPRING MWNTFD PSERGEASS ROD V IN Oeterm, LENGTH, FOR SIDE INSTALL MAGNETIZED MOUNT APPLICATION, USING RED $ wNITE REFLEUVVE TRACER BOX {SNAKE TAPE WRAPPING OVER TIE FULL LENGTH of THE Pt T) AS NEEDED PER Eno DETAILS EXISi1NG OR FUTURE-- 9S50.b'9Dt,Eb'p2 CURBOR WTTER LINE HYDRANT VALVE BOX STREET 24" MIN, t12' 2.DP: i if2.III 2' a' I III / CUBIC YARD OF- � `- 1 1/2 C EAR ROOK GALE ADAPTER AND TEE AND 2 LAYERS OF WITH ADAPTER POLYETHYLENE 4 MIT.) 9" 8"X5" SOLID CONCRETE BLOCK P L � %7 NOTES: i ALL HYDRANTS SHALL HAVE WEEP HOLES. 2 MINIMUM 7.:5' COVER OVER MAIN, 3 ALL. PANTED SURFACES SHALL BE SUBJECT TO TWO YEAR WAR ENTY PERIOD CA ASN TON SCC ON 2SH L M DE RMA1N SPECIFICATIONS, NOTED E E EC A. ALLLT JOINTS SHA'. BEN SHALL EPA A HYDRANT MARKER. a. ALL HYDRA SHA'. BE RESTRAINER1V RTI MEG" -LOGS MECHANICAL JOINT RESTRAINT. G. ALL HYDRANT H R PLUMB TO VERTICAL AXIS, MAXIMUM ALLOWABLE t0 RE 1/2' PER FOOT Or HYURANT. 7, OTo AE SURELY CRVERFb WITH %.ASiTC WRAP OR RAG TO NOIOATF. THAT It IS IS OUTUT O OF GllSERNOE. affor� TYPICAL HYDRANT INSTALLATION REVLr0: 3-14 ENGINEERING DEPARTMENT PLATE N0.: 1004 TILE NAME q NG 6PEC6 1004 LETTERS TED FLUSH MACH, GROOVE N UD OIL RF-SSTANT T -GASH NIIPoLE (¢D DURO) T-SEACON L HALED PICKHME DETAIL GASKEIU) UDs USED FOR SAMTARY AND WptpT MPNHCIES AW-BEAMElar. CHANHASSEN Enc.: 5tol SANITARY Smi M 56Ia WATER M, UNLESS CAUED OUT IN it e4 LE551� MANUFACNREb IN USA/ UA FlES FORtEE➢CREDITS��-21/4' D U6 UU ST CRAYRON, ASTM A-40 CLA55 358 2" A N ASTM -A- 40A Z FRAME -CAST MAY IRON, 49 llASS RAISED FLUSH CONCEALED PICKXOLE OETA& 8, FINNISH -BARE METAL NO PAINT OR COATINGS 9, WIDGHT3: RUME 126 LDS / LID 122 LBS p a OF rf" 24". 7 -or equal Parking Lo.... cr Mtd una,� 28 7Z � T 1 R 76' r- Top 8ttomincus upland T 6 R MANHOLE CASTINGS p aTOix / /_> 1G 1f2' lar ,auntabin AND LIDS DETAIL RENSED:2-10 ENGINEERING DEPARTMENT PIATE NO.: 2111 FILE NAMEc ENa sPEcs 2m Su ace UllurrnnousT Curb ....._................. .......... 6.' Shoe F r a mod T affOF he., City Piot, Na. 3107 far NTMHEA placement. Tie 'o t 3 m e joints, Use 2 tis E.1k fast,leis per joint In tall at m top ar b,.ttom of of pipe, SQM E._R_ I C NIS 9..0 S I. Ai Reinforced Pcreetl Concrete Aprons shall be Few piled & ll f flE Wbrout Trish Guards Concrete fi r n• of reT. ^ r 'r' v o: 2 le fico u �: ors OT nee ire Kull be tied Mack 3 p L pipe ,rigHis back tram Apron_ 3. ntw Peinform I Concrete Ayrons on existing pipe shoji he Tied to the first,, p decent to :h, apron - a or FLARED END SECTION REMSED.z 10 ENGINEERING DEPARTMENT I PUCE Bou BLE NAME:G c SPECS Roe 3108 S. surrie,, PL Variable 6' Metal fence post deno`I , curb box, Too 6 pointed bido. Curb box with ' 114n ._. stnnrlp po and sta((o try rod I x To r` Water Service, peKiT' Copper 'Corporation Cock Connate Bleak Support Wate:• Main NOTES: T S: 1. Dc motpug end of curb stop, P 9 p i 2. Add c perm ed i tml .o twee stop, P pJ P 3. The copper service one between poo main acrd Kure box .hall be n earthous one eo h pus niece " loin f Ices will not be permitted p g. p ? Saddles re tock to be I" x r inside onsoPen 5. Saddles required on , DIP or smaller mans and u!I mains and aL mains 12"required cr larger. 6. Saddles. when rsaddle shall be Ford style Fwot double skies. 7. Sta'Ness steel saddles resuired as all P'VC wotrmain. fTYPICAL WATER SERVICE REvls€D:2-11ENGINEERING DEPARTMENT PLATTE ND.. FILE NAME: C: ENC SPECS dro, 1005 M R I _I 11C is 6. 7 1/2" PL AN SECTION HORSESHOE DETAILS - Manhole Coating, E and Ad]uL) Ringo (Seo Plates 2110 & 211 L) Add Mesita Between Frame s Florida I$> &,Mer an a. contrary And Ring sewer manhdsseg .late 2109 ( P ) - ManNata eteg,, Neenah R1991J or scoal, 16 on center.. Alomfnum step. ...raved. Cut bell from Dip-AYManhole steps Ii be placed Jain with sto glean Iii ao that offset vertical Fortier steel repair sleeve of cone To [Adan downstream, or approved equal Ali joints In manhole to have "0"rMg �. rutrbsr gaskota inti -shield extemol seals as required by the En he. Ges A Max, of 2 Short Morhote Risers to Vg. -1 12 _yG' ba Usad Greatly Relaid Cane Secfian 20 -� BIM ! 8 DIP 1. Kar -n -see l nnnhde or approved tae saction equal, Reinforces filled strut 2. the manhole or d Outside basin with aancrata structure Va corrsiruakd aoutside mortar on at the Uaveled roadway a witness aid %Idea (ace detail)7= 1 past and sign shelf bo instolled _ next to the me -bel ga L- /2 Dia of pipe 3, Pipe shah be cut Noah with Inside fees of wall. _ 4, Alt dog houses stall be granted s as the Inside and out.Wo. Poly wrap duatYa 5. Precool invert should be 1/2. Dia of pips and balance sloped 21" 2" inward Avert, 6. Precast kivert 3s r"alred. 79" 7. Horizontal ducti!s shall be pdy Popped, press sE'.8"-i 4 bend PP int rat wi h t ase aealon T. is roam disclose deep r pSa, an dose Ts 8 for 1" deep aT lees, and SECTION VIEW ,, of sa 1" r tter than for ever, 4' ai depth greater than 14' deep. SOF SANITARY SEWER OUTSIDE FO�S� DROP MANHOLE REVISED: 2-15 ENGINEERING DEPARTMENT F77No.. 2103 TLE NAME: G: ENG SPECS 2103 PC CL PL i 30' 1 30' 15.5' to Book 15.5' to Back Wear Course to be i/2 Above Edge of Rutter 3,0% 2.07 ^i. �O 8rM1 Vial, 1 I, ED1040JIL, 4' Topsoil, Seed1 & Mulch or Said. 1 /2"-MNROT 2360 SPWE83408 Ora mils Tack Coat - 2357 Surmountable -- 2"-MND07 2360 SPNW83308 Concrete Gurb 12" -Class 5 Aggregate Base 24" MNDOT 3149.28 Select Granular Borrow ("See Note 7) L M nimunn Right -of -Way Required - 60'. 2. Moxrmmm street grads 7-D%, 3. M s:mmm street9 rade 0.75%. 4. 40 Tri placed Ir disturbed areas, p t -d a.s 5, 2 Roils and behind curb. ' 6. The to l following Weare surface shall be laced the nextconstruction h ex, 9 p swear roll of placement of the bitshall be bare. 71 in test Nor of the prepared suector. sec y has a by the owner in the presence of a ire inspector. Tho airy has the authority to require edditigmal oubgrado correction based on the test roll. 8. DraiMiba shall be placed along both sides of roadway. Sae plate 5232 for details. SOF TYPICAL RESIDENTIAL STREET SECTION REUSED: 4-14IVIE. fate Fie Nnue'a: ENcSsPEas\%zoo ENGINEERING DEPARTMENT 5200 ��Y�' DROR LIU 7.5' Minimum cover m atm pWAYEa Tyler N. 6860 over tip of avatar hi,drl. L{ Mueller Nu H-16361 qr••-q Bbby-Sha Croix No, &-5160 t.... Pr de Vale 9ie:rr 2.sers 10 4Vltirr b Of The alrSacE If 'The UI to ca From The Top Nut Of The Valve To The Surface is Greater 'Than 8'. ::rade TCP Adjust top to 3/4" below Tyler No. 6860 6' g ate. Box to be set to Moons, Na. H-10361 26is-cMde 12" of adjustment. "= Bibby Ste Croix No. VB502 27" -'- ger r N5 8860 EXT NSION UL Ile No, H 10357 E - H aby Ste -Gro x B-5001 _ lose No, 58 14 ,,its v,TFe box crew thee, No. 59 18 3 Pec 5 ' t eei2flareNa 60 24 box - 6 vtordesnder, MIndller No 58 14" 46 Inn - T here No. 59 26 Bibby SteCroix VU520 Na 57 9 nl'. A lee a,' 1f4" VB521 No. 58 14"Seel With Prpo ss. s VB522 NO. 59 0 1 Coul.rs, 112 Ribber VB 523 No, BD 26 I a xet Instoucd RPfwael5 The ,at 0b.Nn And Dote verve Adapter' r BOTTOMPalo Na. 68606o Mu Ile- No. H-10361 O51 (dueller ur A roils n Bibby--Ste--Croix No, V1V105"5EryI- Flow Contras GUY ` Ratinr t Wroge, Vnive - i Qonfurul g to AWWA Vol,S, and Box to be� 0-515-90 Standords plastic, wra e per d With All etc plass P P p. EASE sec.tn 2 Ic03 ------ P 6fEc NCts Jr BOIts. T-: y 18"X18 XB Concrete Block aff OF TYPICAL GATE VALVE bIISBIIge0Jfd1 AND BOX INSTALLATION REVISED: 2-09 ENGINEERING DEPARTMENT PLATE NO, 1006 FILE NAME Gf I D!etoeoe tock variable f2.r 3",Top Bit Tons t6oteelrJ \ r,lope I:...{.. 3 q_par ft JJJ 24"x36' slab opening for NaC.n:;h 1G 3679 1 8" 18----__..__. Ion re eMn `CCCu:b ani Cartel ---- - ry R Dlanaaae to, lk IGJfi 1�7 r -Y I �rs'3 r 1/2^r Top Hitunu unas Matsrral. : I 13 lops i lv co _ 3 fq nor - Kroft Bfii `l - Ccunersto 'wb P.d trotter { S .._..-- -.-... ( N rf" 24". 7 -or equal Parking Lo.... cr Mtd una,� 28 7Z � T 1 R 76' r- Top 8ttomincus upland T 6 R r Note: / /_> 1G 1f2' lar ,auntabin I ! T d„ A... --i 1 f 8"r r - - 1- V Grote shown Su ace UllurrnnousT Curb ....._................. .......... 6.' Shoe F r a mod T affOF TYPICAL CURB MIM 2- V"d Grates shall be used at all low REVISED: 3-10 ENGINEERING DEPARTMENT H" . FILE NAME: U. ENG SPECS 5203 oir.ts. P \` -- --Naenoh 83067--V casting and / grata or equal, 6" Core- ca tar �- PIA N ShImurn of 2 um of 5-T /- maxim co concrete. h ad'stment Jringswith u f% time of rurtar. - '-" eo sr poncreta or _ IIDPCa w adjusting Ims, ___ ♦1 d Efrfaost reinforced concrete Sail. `�-' IGn of barred. section under top Slab nave net to, page sealed with a Fto 2 beads of Ramnek or equol, ' G ) ``- All joints in mto Have arduUa L Vanes ti Iltg YLbb EY gaS39tE. .M 4-G T^;J. """"' Preemi Concrete section io v "i NOTES: 5^ 1.. Dogha .yes hal', be grouted or: both theouts > and Inside. 2. No block structures are. allowed. Maure'. -hsteps, NeOnah R1981J ar l equal, 16" Fo, Abnninunr steps c approved Mirnmum slab t':i!ckil 6' for 14' depth- finc,ocor, thichumen i" Yoe neuei depth greater than '4' T a4 st . and rn f,,ce with 6'x6" 10/10 me ti Graaf bottom of to 112. f C SECTION add Na ^t pipe and slope great 2 yroui 2 .oworc invert. CfliOF TYPICAL 4' DIAMETER CNIM CATCH BASIN MANHOLE REWSED:2-10 ENGINEERING DEPARTMENT PIA1E NOa 1 3102 '.FltE NAME: G: ENG ¢PEGS 3102 I D!etoeoe tock variable f2.r 3",Top Bit Tons t6oteelrJ \ r,lope I:...{.. 3 q_par ft JJJ I 1G 3679 1 8" 18----__..__. Ion re eMn `CCCu:b ani Cartel ---- - ry R Dlanaaae to, lk IGJfi 1�7 r -Y I �rs'3 r 1/2^r Top Hitunu unas Matsrral. : I 13 lops i lv co _ 3 fq nor - Kroft Bfii `l - Ccunersto 'wb P.d trotter { S .._..-- -.-... ( N 8" ie'- NQl ior e Prvate Ir, ve r o Parking Lo.... cr Mtd una,� 28 7Z � T 1 R 76' r- Top 8ttomincus upland T 6 R -/ / /_> 1G 1f2' lar ,auntabin Concrete GvD mild Gutkar d„ A... --i 1 f 8"r r - - BitumMous Su ace UllurrnnousT Curb ....._................. .......... 6.' Shoe F r a mod affOF TYPICAL CURB MIM AND GUTTER REVISED: 3-10 ENGINEERING DEPARTMENT Pure No,: 5203 FILE NAME: U. ENG SPECS 5203 CL PL VARIABLE I I 1 POSTS { �1 ? r of P. LOGIC rN `) �r-I/8 BEND m 8" PVC SDR 26 PIPE MR" SLOPE 1/4 PER FOOT V Ti 2X2' MARKER - `if? PIPE DEAUETiR MIN SEE NOTE 2 \-SANITARY SEWER GRAVITY MAIN SANITARY SEWERS FRVIC CrtNEG'ION DCTAI L 0A TH Tr lF rT I NJhPLASTIC FAhN MAINS FOR DEPTHOF CMA F FEET _ .-. -.....- NIVIES. 2. Sol-VERTS. WELD h�LNL. JOINTS, HION GAS Kr EJ T 2 WHEN SANITARY 5L 1R S iV r IS EJ7 AGrJ U1 NT LU BY 4 RA _-2 5EiVCE IN THE SAMA UTENSIL INSTALL A 6 HEAVY A AL F Nrr P0 NLX ;0 2 X 2 MARKER AND PAINT TOP 6 OF POST FF, RFS URE N 3 CLEANOUT ED ON PRIVATE PROPERTY IF DISTANCE FROM MAIN TO HOUSE cXSFD_ 90 FEET, 6. ALL PIPE SHALL BE BEDDED ON GRANULAR BORROWS 314A OR COURSE FILTER AGGREGATE (31491-1). M10F� TYPICAL SANITARY SEWER SERVICE REVISED: 3-09 ENGINEERING DEPARTMENT PATE No.: 2001 FlLE NAME G ENG SPECS 2001 / 14%`56'slotr opening for Neenah 3087 -V -V ar eGuM it 1 r I N1111 i i V Grate shown : 2 VB Crates shall be used at all low polrts, r a ,,.Neenah 63067-V costing and Tale Equal. q PLAN c Minimum, of 7 rneri to of 5 3' RadiLis-.,- concrete atlju tmerct rings with full 6" GAVE collor ^ '� / beds of mortar. -- - Precast concrete HOPE udRosfi .ng gs. b present enforced concrata slob. Varies, ua „ -Top of barrel Keo Coco bff.wSoar tap wslob ith d - to have flat top edge seq a l with ^ 2 bonds of Palantmanhok orequal.haw r Vdr as AI hire u manhole to have c U tire rubber gaskets. _D„ Fit cry 1 "-'-"""""' Precast CenarotE ssetion Manhole slope, Neenah R1981J or 5 - - equal, 16" oc Aluminum steps '.., "AAAI a.. - approved. �,- g us Shall be grouted on both ' �/'-`��� Dohose tYa outside and inside. NO HE T No block structures are allowed. 0 ---- Mlund, slab Ur kness 6 far 14' P I deet Increase b> T- -+.I ih rkne for each 4' of depth greater ding t and nh5 c" whit, 6x6iC .Q Fresh, tr-A No drain holes CATCH BASIN MANHOLE WITH SUMP REVISED:' -10 ENGINEERING DEPARTMENT PLATE N0'' 3104 FILE NAME:G ENG SPECS 3104 ALSO SEE PERFORATED DETAIL (SHEET 10) 0 G St T FE CATCH BASIN IN RADIUS L IFC -': -- SURMOUNTABLE AND': ..ION ` CURB &GUTTER r TYPICAL RESID-NTA.. RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30' "dru6" height p � 10 on. tion .It dna freight .,rbina i� q h=aht L. 7 1� r" f r f fj � MNOGT 8618 CONIC. C& G SURMOUNTABLE G& G p SECTION A_A 4111OF TYPICAL CURB MUM RADIUS REVISED: 1-10 ENGINEERING DEPARTMENT PLNE No.: flLE NAME G: �F11G\SPED$\5204 5204 I HEREBY CERTIFY T14ATTHIS PLAN, PROJECT TEAM SPECIFICATION, OR REPORT WAS DATE ISSUE DATE. ISSUE PREPARED BY ME OR UNDER MY DESIGNED: MPR 6-5-15 CITY SUBMITTAL a 'A1 II 233 Pari<AV2 Jam, Ste 300 DIRECT SUPERVISION AND THAT DRAWN: PLN 6J.6-15 CITY COMMENTS PRENGINEER UNDER GLACCUM HIGHLANDS. AM A DULY LICENSED PROJECT NO: 215-0030 8-14-15 CITY SUBMITTAL 2 Minneapolis, MN 55415 PR 612.758.3080 MAw THE LAWS OF THE STATE OF 15250 WAYZATA BOULEVARD MINNESOTA 612.758.3099 FAx CONSTRUCTION DOCUMENTS DETAILS A L L I A N T QA/QC REVIEW SUITE lel MARK FINAL PLAT SUBMITTAL wAYZATA, MN 55391 www.alliant-inc.com SHEET 2 of 15 PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO, BY DATE 0 to) V O L(1 x r✓` X------ 7. ---' i� IYI ti� If 3 HIGH JIOYJ ?T. % 69 RpDI!Ic ,//``'t.Gp &0.25 I� FOR (3RAINAGk:-iAND GUTTER ti In 285'52'50 END I "' V J 0 R Q T CIRCUM 45.5' RADIUS' -285-68'f360' 9n T `1 o ,a ..s. � I �J STANDARD CUL-DE-SAC X I Y" COM TING. 60' RAD. 48' P,AD. URBAN 60' RAD. 455' RAD RURAL 60' RAD, 40 RAD.+ -NOTE 1 ALL DISTANCE FOR STP ET^aD4{S ARE MEASURED TO BACK OF CURB, 2 PLUS 6' GRAVEL SHOULDER. (SHOAL) (fff Of TYPICAL Cffl= CUL-DE-SAC REMSEO: 1-10 ENGINEERING DEPARTMENT PLATE NI 5205 M NAMMB`jENG SPECS 5205 E a3 6§ ]6 K GkNkRAI.1, 5 '. YANv'd.1 asp{ ♦ /A nu m::cK rzs w 1xE =Ens. Oc 2 " . 3V . h i 0 i t' 2�i^gAE C IMVI, S A ;1 l 1 ( A C-SY t] r ADB FJ) MANV ACIVPED 9r SP/JILOINO n@INNOCAT A eeU RA 1 4LA£ RCq KMEN 0 MG IE T. BETA., A MP,NA ....I ]' M3pC5.1,Eti1'...RPEC. 14 { I. 1 X I: IN QUA' I 1 YF X f _FN. ... -. f... -...:... P OF. DNIKAAY Ia. .. so ].o SI:W, 1 f d f. fl i 1 ,�31plpOLd�AN', (/�� 'NAy ME FEC R EN1W1 R UM "a, (.a5 0 .f. -A 4aXC} He..Asiaf.1 1.,Of9.19CR 05 N(W 9 MMESPead", 53sD t'��p :. i I 1ATPEPWI NIFIXIIA OP"oEti1 W A, B'saf, OOM a"t pro. k N ITMS 1p 43+s H., K 'i A BN. yN d T i 5, s REMOVAB.E RUT ERRiaq' ICP COY rksof. s W DR oure Ray, FI xacnw mms .E q n s R�stl I((JJyY3 A¢. / p SJ l'Y' ,J133 I'a$ `4D b5..'T¢I#tfi%Io3a:B� Fih7cz✓,d.2E:-+¥yfaaP'P» �. U M U R' A. E%+E E EA PIF E NASE 0 � .bNl i RIXVJDfO L:P 8610 btiwmu a n u: Mtxi wp uN ! RCB..n s <i .. ._,f AREETRDSbareavvere BE AM L 0.Df[6£iS RAFFE Try 5 U [ PC USED NYS BALL BE A. R> BVSA PL p:.- WAiffl Ro.Y NFENSItFR iXFE NEE MIN 4 Nlaf4A FWE NM VJAL NU Xven mw p .,_-. .� J N.F.MENt NB[ .,11E Cfff F Pedestrain Curb Ramps Page 4 of 5 REVISER 3-14 PLAtE No.: .,FILE NAME Gr\ENG\5^ECS\52150 ENGINEERING DEPARTMENT 52150 _QSFAL 1'TTFS `Arit '5iA IXIJNE NEC10 APT MN . Raw P om.. THEAAIIIACIO OGLE ND AIA TAMN 0 4R 'O MC TY (2 SPARE LAT IBES ANP BdAMT TAPARITIM CWP6TE'MM Au arro.afre AIN u:AftmAtCNS TR AFFERFar THE M;M1 LM.nTAN re ... FAMAT A..". 41ALLBE A.. Pr INE 5N^ 11 , NPANBET XD0ITT TS FROXALT PNiPPRDVED IDR oburecal.A.'O DAAIAVM.1 XEAL MIN:N4MFly CaCBWNAR III.R.F.'E .11 TOC To,:scrao N RE"REYFF AC IJ MEM+OBEP METAL Tery PreforX WALL W..L,A_DPkx ME BIAVO AUK. ETAMd M /wr RTE. FORDBiE res e., RAT, DE de., DE.ICNCO deft ICC MPH MNI LOAe Frof EP.A, PCFJ Au DAR MBR{ DWJNo WNB ec,mrN VGx` ace AND sEeff arrowartwo 6 ALL BEP . 1. Cobs.. ITILM SartS re NNhi0.E5 WALL BE EIRIEc a AT ILL NOEL CESS5s:G5 'A' 9EBVE AN GP RNUT IF NBHt Pal£ BOAXPE BREAKAWAY NSE NCi M orrade AT fore OPENINN .NEE (ASAI ]OA 'BA.[6) ffffOF 1 LIGHTING mmm POLE REVISED: 2-011 ENGINEERING DEPARTMENT PIAfE N°'` 5240 FILE NGIE: p. G SPECS 5240 i 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PHONE (612) 990-0666 ; " ""P,� , NO CURB & GUTTER K GkNkRAI.1, 5 '. YANv'd.1 asp{ ♦ /A nu m::cK rzs w 1xE =Ens. Oc IFFR N rre 1XIIII'ALFiE._- (t VM'N F SNA IF A\%N YINEeDANvaro V1% 'PE - 6 �Sj a Ar 1. vwAR 1Raw.- a _ - ( A C-SY t] r ADB FJ) MANV ACIVPED 9r SP/JILOINO n@INNOCAT A eeU RA 1 4LA£ RCq KMEN 0 MG IE T. BETA., A MP,NA ....I ]' M3pC5.1,Eti1'...RPEC. IF I.PD ARM offel a.5 os�I{ JP,. "^ 't`f,- A -_LII WON or REfis Ic 6mBOO mM If, W HO I YR-PoZPITA OISIRIBVPFENOH _FN. ... -. f... -...:... P OF. DNIKAAY Ia. .. so ].o PA.£. aM FILM 1. 111.Coca NEI (/�� 'NAy ME FEC R EN1W1 R UM "a, (.a5 0 .f. -A 4aXC} He..Asiaf.1 1.,Of9.19CR 05 N(W 9 MMESPead", V' 1 HN.M.. a.. all XE .11N EVIGAINNINT MOAII i.IT.. rual. .I PE z a C11, w TUE P.A.IED qi vEWAv 4 BE GON f E 'X R' Ol' gats S:M j 8" 1ATPEPWI NIFIXIIA OP"oEti1 W A, B'saf, OOM a"t pro. 11 M1RPMAREA .1 B W Tfi DPI C e ANMENL LA4=STA I CNXI BY Nca9NAL0 a-0 I ANIA FPAue s cc\cP DRP.A. NINE as INSFN1Nn. NTS refrofurv, CURB & GUTTER x REMOVAB.E RUT ERRiaq' ICP COY rksof. s W DR oure Ray, FI xacnw mms EFFIR 111kroyl B sE ER LL KE wy- UASE led, a b (J IFIE6." DDa Af . O RfMW T'P NErbPOY 0" X ] AR K P LIEF l'Y' (l. PPO fe Im.P AL Dearod NO �. U M U R' A. E%+E E EA PIF E NASE 0 � .bNl i RIXVJDfO L:P 9 AN 11- NNE PORE, 51A A3.0 Iris RL x btiwmu a n u: Mtxi wp uN ! RCB..n s <i .. ._,f AREETRDSbareavvere BE AM L 0.Df[6£iS RAFFE Try 5 U [ PC USED NYS BALL BE A. R> BVSA PL p:.- WAiffl Ro.Y NFENSItFR iXFE NEE MIN 4 Nlaf4A FWE NM VJAL NU Xven mw p .,_-. .� J N.F.MENt NB[ .,11E _QSFAL 1'TTFS `Arit '5iA IXIJNE NEC10 APT MN . Raw P om.. THEAAIIIACIO OGLE ND AIA TAMN 0 4R 'O MC TY (2 SPARE LAT IBES ANP BdAMT TAPARITIM CWP6TE'MM Au arro.afre AIN u:AftmAtCNS TR AFFERFar THE M;M1 LM.nTAN re ... FAMAT A..". 41ALLBE A.. Pr INE 5N^ 11 , NPANBET XD0ITT TS FROXALT PNiPPRDVED IDR oburecal.A.'O DAAIAVM.1 XEAL MIN:N4MFly CaCBWNAR III.R.F.'E .11 TOC To,:scrao N RE"REYFF AC IJ MEM+OBEP METAL Tery PreforX WALL W..L,A_DPkx ME BIAVO AUK. ETAMd M /wr RTE. FORDBiE res e., RAT, DE de., DE.ICNCO deft ICC MPH MNI LOAe Frof EP.A, PCFJ Au DAR MBR{ DWJNo WNB ec,mrN VGx` ace AND sEeff arrowartwo 6 ALL BEP . 1. Cobs.. ITILM SartS re NNhi0.E5 WALL BE EIRIEc a AT ILL NOEL CESS5s:G5 'A' 9EBVE AN GP RNUT IF NBHt Pal£ BOAXPE BREAKAWAY NSE NCi M orrade AT fore OPENINN .NEE (ASAI ]OA 'BA.[6) ffffOF 1 LIGHTING mmm POLE REVISED: 2-011 ENGINEERING DEPARTMENT PIAfE N°'` 5240 FILE NGIE: p. G SPECS 5240 i 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PHONE (612) 990-0666 ; " ""P,� , NO CURB & GUTTER ,rp 1 }' OR HANP I'mEEKS ttN1RAPpPY JOINTS 5 '. YANv'd.1 asp{ ♦ /A nu m::cK rzs w 1xE =Ens. Oc g N eAcrc aE argon I - 6 �Sj a Ar 1. vwAR 1Raw.- a _ - R 9'1 Of WON Ny .-'BCI INSiAtLEC OKR AAIfR gRyl<E IE T. BETA., A MP,NA ....I ]' M3pC5.1,Eti1'...RPEC. �. a.5 os�I{ JP,. "^ 't`f,- A -_LII WON or PAXAMENT _FN. ... -. f... -...:... P OF. DNIKAAY Ia. .. so ].o PnMcllT uxE .. PDG LEC JbIN! NEI M A:N .d ONEN'9 ECN1RAfiM IR A ETTO AND REP rS AN i6 MAE, CF bMEEi v ND Ma AMM P w.vrt.NT 1. T J E s .0 s RTF He..Asiaf.1 1.,Of9.19CR 05 N(W 9 MMESPead", HHEN EN4rNo bMYLYIAT 19 E'ILM 4W£ ND AEE0. fi BE RfSEkiEO. SNE C FY VELD REP 4 .I PE z a C11, w TUE P.A.IED qi vEWAv 4 BE GON f E 'X R' Ol' gats S:M j 8" N SE 1 P ,{ 4 REflAR pF f(HCFY Ii I R. N. I FD Q 1 N RMiFF4 i ((X) 11 M1RPMAREA .1 B W Tfi DPI C e ANMENL LA4=STA I CNXI BY Nca9NAL0 a-0 I ANIA FPAue s cc\cP DRP.A. NINE as INSFN1Nn. NTS refrofurv, CURB & GUTTER x 1. INai, 1101'U P GALVANIZE PER ASTIM-Al5b (LATEST' s W DR oure Ray, FI xacnw mms II5q r Be.[%prtie" r1 T o a `ROY i! BE iX ExxEss a' nE e w. V x AN,,( Fs R19Nt -4vDY B ... �. •- P:% NS?IIFP. \4N FFR SFRN'.E ]"a ALTO -buAx_ fi y (# ] RA.NYS NEga RED. MN AND HGLE C Lr A XI (9d8) O SHAFT MBE �. ..1 I II 1 0 � .bNl i RIXVJDfO L:P are LIAN btiwmu a n u: Mtxi wp uN ! RCB..n s <i .. ._,f `.A" ,M,.",A Abe D-3 19 1 111 NU Xven mw p .,_-. .� J doRAswe B N fit Or ee Aw..AcroA2 PV uetIXlxe xwu &pFR Mw m N. TF.NF � �,.e a NN".N wax er IN::fw Aa appo[ f 1�99I111 CONCRETE RESIDENTIAL 1i S U BraryW UE VAIN V or CA55 S rpt BASE DRIVEWAY ENTRANCES mom WITH AND WITHOUT CURBS REVISER 10 -OB ENGINEERING DEPARTMENT PLATE N0 52OS FllE NAME:G G SPECS 5205 w . VARIABLE � a ID I� MINIMUM 11' 12' 1/2" PER FT, SLOPE I TOWARD ROADWAY CURB TOPSOIL. TYPICAL 3" Mil 2360 SPWEB340B ---� 6" CLASS 5 BASE-� COMPACTED SUBGRADE PER SOIL ENGINEER 1 SHOULDERS TO BE BACKFILLED AND RESTORED NTH 3" OF TOPSOIL AND VEGETATE WITH SOD OR SEES MULCH. " RE C CONTRACTOR OR V P 1 2. THE DEVELOPER SHALL SUPPLY A 2 YEAR 00% MAINTENANCE 8OP!O UPON CITY ACCEPTANCE 3. THIS E7 L %SPECIFICATIONS ARFMi .RFMEN TS ADDITIONAL DESIGN N MAY BE REQUIRED DEFENDING AG ON EXISHNO SILiB-CRADE SOIL CONDITIONS. 4. BITUMINOUS TRAILS MAY NOT BE CON RI TA 5f JCTED VI UNSUITABLE SOLS, N0 WASTE MATERIAL, BLACK DIRT, OR ORGANIC SOILS AJ.IONfc'D: fA 'arrTI1tE I31IE ITA�� II 1 Iii . di A5. \f✓ C iLit ., ,(,-rte-,' V (4) ROUND RAT WASHERS, hG r NUTS (3o S h 'O -?x MAX MoD Ar DOW. 11 1-A • tax",.xr.� VPITd!tM v ,_11, 'Al .I<., CIRCLE ut1A OF LIGHTING ASSEMBLY !BASE DETAIL REVISED: 2-0E ENGINEERING DEPARTMENT PUTS "RI 5241 FILE NAME: G: VNIMMSPECI 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX ALL 1 A N T www.alliant-inc.com ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICEN SED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA MARK RAUSCH,.PE DATE LICENSE NO +a' avEs INAA R/L NO 'LINE & GJTTFR, C TI a NNN2 HARDWARE PACKAGE hoLUDE& \f✓ (1) I"AAT' GAIN. CARRIAGE BOLTS FUdl THREADS. ., ,(,-rte-,' V (4) ROUND RAT WASHERS, hG r NUTS (3o S h 'O -?x MAX MoD Ar DOW. 1 3 F !APPED P.E AWING WASHER. l T, a`^ B75' TO IT DIA. BELL CIRCLE (41 NOTCHES IN SHAFT BOLT Ho AAJ-ar a CLEARANCE 200E DF • 1. INai, 1101'U P GALVANIZE PER ASTIM-Al5b (LATEST' y DEMIGOD), �y U R SMA - AXIS 1"j E" TO BE PERRECONCENTRIC 2, tlDOE - snweul uxE LAID or vans'Wnr \. AAND AND HGLE C Lr A XI (9d8) O SHAFT MBE EFOITMEW TMIR 1#FORE. pANNG. L MIN 111/2 I CTMRSIC 3 STENCIL MIN 11/2 IN C ?ERS MMNU ACiU"tER NCtABEfl AFTER I a B SIXCf1IO CONTRATELORWAR Nka? AND pEP�Cf MIN iB` A. PHOT TIGHT AND SBt. T A8c5 TO BE OTINCENNAC 8.86" DIA. +25 N AND IN LINE (P/ 2}- p 5. LA TO TIE BASEPLATE. CUT 91LOT P 2SY, 1i S U BraryW UE VAIN V or CA55 S rpt BASE 8. PREFI AT, HA DOR GRHHE kND AND CI ELAN CURB & GO ILR IX AND PILO, POINT BASFPt ATE HELIX AND PILOT POINT ALL W(1 nVU FEAG. CY 2. E PERMISSIBLE. (l) L IaOT - ELA GOO EXCEED TO EXCEED 3 2- BELOW!LAMINAL SURFACE !R^. pE! L. (2)s PROPERTY Sa MAX DIF PEARS OR POLIIi TO OLOA ER NOT /3 1F 14 DIA ALLOY J A :'f L eft It1TER 1 S;U4LPEGl:LARn1Es INT INTERSECTIONS E t MPI .JtFA.... LCVC SLC'IONS GP HELIX N(Af NA ATERIAL I 5. ALL ARTERIAL. Sc NEW, UNUSED AND MILL 19 NA%Yry01N 440W iRAGCA©Lr MEETING I 111E C ON) SST A A28 -(L R SI UZAA-T RENBIONj T^: RISER A2Z-(LEM SPO'GT 10 SIRU HFLA:. $T FI (Ctlr50RM i0 A@SYTO TECH. BLL 1OfAS H33£IS A 2 LAT REMSIOND PAGE 2. SF?ET. 'PIPE PAPS AI' ERN LK EPI MATERIAL A'IM _ ALL EE A53- A53 -(LATEST REv19V TYPE E OR B COAST E. RADIAL SECTIONS NORMAL STEEL ARE OR AS -M fLATEST ftFY1 cN) TO AXIS +/- 31 C ADE B „RTRUCTURIA STEELTUBING, \i (1EUE, ASTM Ae%-(LATEST REVISION) HOT ROLLED ---'-� 13„ - PITGN SPEL. RL OT FORT, ASTM A575 -(LATEST REVISION) STEEL BAR B4Li5.. CARE BULL PER ANSI 8108. 845 JARS - JI_ FME 5 P aorly 1HFG FSS IN i.0.W S" BE A M, JM TF 2-1" aFoe OE 14 EINSEPLAT IF PIRMANINTI STAMPED WITH AU AN AT SF,GTIONE NORMAL MANUFACID2Eft. 191EINTBI,AIION "AHC" IN 1/2• WrORS AMJ le AXIS ♦/- S DAM COOF IN 1/4" LETTERS. r 11, HARDWARE SHOOt O OF PACKAGED IN BURLAP RAG AND bed MLL REMAIN To THER bou .I AMD CI`1ER UNE MAWiNNS PFbrse DRAMAGE. ATTACHED TO FOUIMA ION. HELIX MUST RE FORMED BY MATCHING RESIDENTIAL BITUMINOUS DRIVEWAY ENTRANCES LLL DIE RCCOMENDEO TORWIC No GREATER THAN feXEO FT. LR. (-SIDE MEW or RLR" HPUCAL FORM) REVISED: 2-10 ut1A OF LIGHTING ASSEMBLY !BASE DETAIL REVISED: 2-0E ENGINEERING DEPARTMENT PUTS "RI 5241 FILE NAME: G: VNIMMSPECI 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX ALL 1 A N T www.alliant-inc.com ENGINEERING I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY LICEN SED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA MARK RAUSCH,.PE DATE LICENSE NO +a' avEs INAA R/L NO 'LINE & GJTTFR, C INS DIEW PROPERTY 6fl' MAX DINEWAYHARD PR0jFw.(­`T NAT IF w nrromvfR Avows LIAR E -?x MAX MoD Ar DOW. PROJECT DESCRIPTION -A 54' LOT SINGLE FAMILY { } Ir A RA5: SIS ILL A MIF eELF J DIANE iSe t REGUN.1'S, TI3 L, RESIDENTIAL. SUBDIVISION { X } DEVELOPER-_. NAME 200E DF • PHONE NUMBER y e T- FIXET ALL 41REET CONTACT- NAME - snweul uxE LAID or vans'Wnr \. AAND EFOITMEW TMIR 1#FORE. pANNG. 'l �-,� a B SIXCf1IO CONTRATELORWAR Nka? AND pEP�Cf MIN iB` I l,/1 Nei M, STREET of TO crop.,,I aF SADINF SEC11aN VY¶1 V,EAR PAYcMlNT ?a MA1CN E#ISiMO 5TIXEEt 4 aN 1M4KNCS5. --� fe XWAY TH ORNESS TO THE ear, ar wry RIAIA. BE A MINIMUM aP 2-2- i 1i S U BraryW UE VAIN V or CA55 S rpt BASE 0. terN ri Pry CURB & GO ILR a - 9AM-SPM PROPERTY Sa MAX DIF 4 HARP OM!H ULOW Er IARGCOVER ALLD!N$ O b 19 NA%Yry01N 440W Rnr} � A AT LOWED ON STEL OUTSIDE IFARADIUS re {xsrAueD,Au.:, bEa H33£IS RALS fiR'AVWEO,--3 BANK ATdo IN CITY OP CHANHIASSEN ENGINEERING DEPARTMENT 952-227--1160 F { ] NOTES: { I 4 { 2: INSTALL SI(^NS AT ALL CONS.RUC':1GN ENTRANCES, 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LEF"TERING. 4. Ll ITER SIL:E 10 FIT 8' X 6' SIGN, NATE P aorly 1HFG FSS IN i.0.W S" BE A M, JM TF 2-1" aFoe OE DEVELOPMENT , JMINWS MTM 6 Or ". 9 Per SASE INFO SIGN IF "1' NRR Lord. YO B "Aawase FHEN M1E ANCED, DF L .OR fraval REPLACEMENT ENGINEERING DEPARTMENT SHALL BE USED AND be CLR9 RDMONED TO THE R APESr ART pt MAKUT IF 5 of FILE bed MLL REMAIN To THER bou .I AMD CI`1ER UNE MAWiNNS PFbrse DRAMAGE. QriuF RESIDENTIAL BITUMINOUS DRIVEWAY ENTRANCES mow WITH AND WITHOUT CURBS REVISED: 2-10 ENGINEERING DEPARTMENT PLATE NO.: 5209 FILE NAME. a' GSPECS\5208 6" x 24' or 30' 01' 36 ,raffC S 9n Double Aen lrum Sheet cA Regulred r- Sign - Moth Dlnectlocs 2 5L8. Lepper -- FT 6 Ized Steel ° Sign Post /- z 3/e» Q.D. I (2) 51.5" X I" fI ,ar `zed Steel c 1n Post Baits - Pro 12 GUage g r famperpeatQ I, no with Washer_ a AN Curb .CF ............. t-{rT rFr (I .r -r� -Anchor Mote 3L8 7 Anchor IT? �............. "', _- Fest I nel4m,g6caliv Driven Typical Street Street Typical .rofflG Sian installation Sign Installation It Past With Glent to n CM,Bte b -I- Exp. c' d nut Mott a. 1� eZ.. 4 $Idea F411 Dept' {-. ...., F r t- �n� i Type of Sign ns(alIation In G+ncrete Median Anchor Plate Detail a 1 tr. Aupwiievard lor,ton of Street -227 is s and trr 7rdfilc `(ir ns (`onto.^t Cho I; .. 1 tl 094en Street EAtTP 1 m i a (952-227-1103). 303). 2 Fo Mater.oi i.. 4 i 5 fete 11Bs ee "o i of 54ondad Street cs F Oa Tr fl i a a ADD 99 FF or Mo" e of Su. Face A. ea cnd 36 o .CarIn Size. Dust be M n with wFlvatFn str 4 for :rl,IT I IA ci 4g-, :hall b' ;Ile Salle as Above, 1 Lep+Latter ng to be NBT t- cr: SIl H v,NBra J+d Vf STREET AND TRAFFIC SIGN aso INSTALLATION REVISED: 1-10 i ENGINEERING DEPARTMENT PIAIE Not 5217 FlLE NM1E:G ENC SPECS\521J NA e e L e -lad of water G sheeorq place sod s E perpendicular to the d..erfton at water flaw. SHINGLING SOD 6, Mx(?EC'-�F"(/ E .✓t'P c" Where the f.ow of water is torten Lrnted, place sod stips paral'.lel to the direction of OVERLAPPING SOD water flow. N(T Ail JN pEgMug on sod Is not ,a Ny r ..3 It Is vndaret'Ood That the ea . auto will be responsible tc hes ^tees establishment of the sod including repair or repi,r ,B0 of sed wh .h becomes dlepiaced or dome.ged due to lack of "'.trolled or proper care. affof SOD CNIM PLACEMENT pENSED. i -1n ENGINEERING DEPARTMENT PLATE NO.: 77a NAMEG: \ENO\SPECS 5303 5303 PROJECT TEAM DESIGNED: MPR DRAWN: PLN PROJECT NO: 215-0030 QA/QC REVIEW BY DATE DATE ISSUE DATE ISSUE 6-5-15 CITY SUBMITTAL 6-16-15 CITY COMMENTS 8-14-15 CITY SUBMITTAL To z VARIABLE ^i I n.. HYDRANT 1' I MAINE BOX VrR L" I' S 5'-A' CE PLANS 4 PER FT SLOPE TOR ADVVA Y 1� - i 0.14E it fi. I I 1 4" CLASS 5.BASE I II z 2.5' An DID. CONCRETE SEE NOTES 1 Ac 3 NOT i. TYPICALI 6" lfH CK CONCRETE SIDE'NALK, 21 USE 8" THICK FOR COMMERICAL DRIVEWAY CROSSING. 3, JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS WIND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. CBPIOF CONCRETE mmm SIDEWALK REVISED: 1-10 ENGINEERING DEPARTMENT e "o'` 5214 TLE NAMEr(X ENG SPECS 5214 CITY PROJECT NO, CITY OF CHANIHASSFN SEWER WATER OR COMBINATION SERVICE (CIRCLE ONE) Street Na a -.__. lot Slack Addition N e SEWER Dov. sEcom Manhole OF Ste. a, PL tom Down tream Mental ------ L _ EeAoticn at G_ f Se,fer I Distance r .nt Sewer Mal, to Cleo "out 9 of Grace for Se nce :o be metal ed ----- Length, Lena h Size and tyle Or Service Pipe ............................... Depth at PL.__ Dis,an.rt Sewer Main to Riser . .. _ + _ . Riser Height .. . ...-...... W TA EP:_ Downsleam Manhole' No __.._ Sta. at P.L, from Downst eam Montole _F __- Length,and Type aF SATAN,. Pipe ---- _ ------------- ___- _ Depth i� nt PA P,1-. ' Curb Step Carver La Cawdhlotes: X V 1.7 Clock 1f Sow iF Sere H Riser Installed I- Caret. Sewer GNTA.B End O -Denotes Water Service End r . vm:tr. IT - Tied by Onte _O,ABQE volb H rS r by eimcie .A III n '01 e 1 l h tad le eb a t l p fs E sN n b I a to r creel urars wcn ov bu ldn9 c .I o aexeo Ndus tcR o .."rs rYva. i., e c. lux m P nv. P ,r pMlev �� STANDARD SERVICE TIE CARD REVISED: t -to ENGINEERING DEPARTMENT PLATE No.: 5221 TILE. NAME:G.\ENG\SPECS 5221 �r PR0jFw.(­`T NAT PROJECT DESCRIPTION -A 54' LOT SINGLE FAMILY RESIDENTIAL. SUBDIVISION DEVELOPER-_. NAME PHONE NUMBER CONTACT- NAME PHONE NUMBER 6' PEP,MITTED CONSTRICTION HOURS--MON.-F"RI.. 7ATTI SATURDAY 9AM-SPM ABSOLUTELY'!! NO CONS?RUCTION ACTIVITY, MANITENANCE OR DELIVERIES AT LOWED ON STEL OUTSIDE THESE HOURS CITY OP CHANHIASSEN ENGINEERING DEPARTMENT 952-227--1160 NOTES: 1. SICK SHALL HAVE A MINIMUM 0' TWO POSTS. 2: INSTALL SI(^NS AT ALL CONS.RUC':1GN ENTRANCES, 3. SIGN SHALL HAVE WHITE BACKGROUND WITH BLACK LEF"TERING. 4. Ll ITER SIL:E 10 FIT 8' X 6' SIGN, 0101" DEVELOPMENT INFO SIGN REMSEGi-10 ENGINEERING DEPARTMENT PLATE NO.: 5313 FILE Web MB NG SPECS 531x1 CMDF Pedestrain Curb Romps MIM Page 2 of 5 RENGER 3-14 I""; tatE k0.: 521 5A TILE NAME. Fr91 MsPrr ,,,L,, ENGINEERING DEPARTMENT .AGGREGATE BASE MNDOT SELECT GRANULAR BORROW COURSE FILTER AGGREGATE MNDOT 3U9.2H z g Z -12' DEEP 4B To GRAIN �cRADE r CLAY SUB -GRAS' 4" PERFORATED PIPE NOTCH CLAY Stili --,RADE CE07EX11LE WRAP (3733, TYPE i) FOP. PIPE PLACEMENT TRENCH DETAIL Perforated PVC II CONC. OLLAR PIPE DETAIL GROUT- AROUND It Plr'E ES: 1. CLEANOULTSREQ1 ED AT 30pINiERVA LS ALL ENDING POINTS, & 2. SWNG TIES TO BE SHOWN ON AS -GUILTS FOR ALL. ENDING T DI G P ONS TO ALL D 3OPE TNGa IN STRUCTURE FOR ORAINTILE TO BE FABRICATED OR CORE DRILLED. 4, THIS DETAIL TO BE USED WHEN 2' OR MORE OF EXISTING SOIL SUB CUT IS NECESSARY, prof 4" SUB -SURFACE DRAINTILE REVISED: 3-14 PLATE ND.: FlLE NAME:o: \ervG\SPECS'\s232 ENGINEERING DEPARTMENT 5232 t re P w 4i IT I, d 3 x£m rBcG FE'R ye >t1a1,tB4 tl P GiiqLEO,„�. ,.Yi a R °I A D I L Ste' I�F.. „ ,t ,' 1 % NE a !, Pk C t»5 f AlR B F k N t„ r R V M � r. t z �e J a� e ) Po y 6 4 f ' 3 4" L LI A5 i I 5 �N e ID, I tl R k i I x 3 E � Sa A• 7 4^ {` e a s w yr $ d xt T @ RE u!# i # e It, 7T e�`.., a x" E) r,..; 0) as w85.fi!�.(,W i Be bNy i*ii a 1 Fzt A a d�t'iTG j �� 2 I r ^1 N k X v� } r x Rik Ft i L'ywA ikft Of o:s ON ..pp:�� JIRfi Eh�i Cfff Pedestrain Curb Ramps MUSSER Page 3 of 5 REVISED 3-14 PLATE NO, all MA„G. rvtin,1corre,e„"" ENGINEERING DEPARTMENT I 52156 HUS NI(H TFINFA3E) METAL PLUG O BL ,ET Al i IN L E ODE T- METAL TOP PWG MADE OF MtT % ER" .. TO !I -LOW LO,.AT ES FINISHED GRADE VIDETECTOR. tT G10R A ME, " .� ' ONE PIECE PVC SCR. -35 " CLEANOUT RISER SITE AS PER �PLAN _ ... ONE OILrOE PUC SDR. -35 ^K (SIZE S RISER --..til'....... - (SILO AS P17P ULAN)� AL _ 1 d I ' -- .... T- J.� .IOGID SDR -35 NQTE;- L SOLVANT AELD ALL JOINTS CLEAN OUT Y ONGASKET- O IS 'L. CLE AN OU f .>H \ Alt BE SPACED A " 1 300 IN ILRVAIS (MAXIMUM) 3 BENDS AND RISER TO OF CAME SITE AS DRAINTI E MIN, 4. ALL DRAINTILE t 1 LE 4U5'i HAVE TRACER CE Ii R9RE API.IJ TO !if[: ICP of 'I=' n -. PIPE: F OURFACE AND BE BROUGHT UFT N I. C T SL..FA-E AT EACH STRUCTURE CP CLEAN OUT. TRACER WIRE AS PER SPEC-FICATONS, FOLLOWING COMPLETION, THE CONTRACTOR WILL BE REQUIRED TO PASS A LOW VOLTAGE CODUCTIVITY TFST. CfIUF SUB -SURFACE PVC DRAINTILE CLEANOUTS FOR INLINE AND END OF RUN CLEANOUTS REARED.12 ENGINEERING DEPARTMENT PLATE Na: FlLE NAME: G: G SPt-CB 5234 GLACCUM HIGHLANDS CONSTRUCTION DOCUMENTS I DETAILS FINAL PLAT SUBMITTAL 3 SHEET 3 of 15 r rX < H < 1 I xsssss EDGE OF WETLAND_ / N\ I I I I\ I 1007.06 I/ \ L/ L/ I I I♦/ I v /y x 1007.55 I WILY EXTENSION OF THE SOUTH II r LINE SHADOW RIDGE / 997.46 X X999 1007.24 30i 997.45. 898.§74- X999.17 b 006.89 ! ! S880 03'48"E 408.80 t o-- 15s1 ti SEDGE OF WETLAND ,11673-� 1 53i \� ..✓� 10 7.18 1 1 (( _�. 16721 1 I ~-.,_/ ~__. x 965 / 100 .95 E 997.12 W X q 007.04 1 1016.5 ! x I 991E 8. �8 'ylr II� X a9¢9y7.39 ss x1ooU 341670- .-.... ._�........... .�X {�✓ /\y'1000.46/ ° 0%'!6f 5 997.27 X X 997.07 1652 EDGE OFj ETLAND__, -1671 -16407.5 651007.8 r 998. X992.45 997.20W J3"X N EDGE OF WETLAND 997.40 �n'79 ` 1678d 1570-r j /©168: 09.14 08.8I A\ 999.72 I000.70 t 1 1001.23 �- ! t 1 i \ 999.75 100 .78 IQd��I. B ., -1588 AV � �.,✓�,,,•.�^` 1877--A f 0. r �-1675 ?y1 '4 \ r-1572 0 , -1642 I / 16 4 2 X1042 91573 0 0 1566 -571 1643-n� 81 N6 r 1676 10.66 1646--0 00 0'i- O ll . 0i5 - 1010.75 1 O S /AN 0+ L-1647 D05.i1 3 1 1574 / / t `v'07 [-1580 '3 1010.06 XIS:t4 -1648 $751 ia:A 16666FI664 / r /n\ -I- -I F - Ir til 12.94 13.02 1012. 8 it 1 -1582p \Y 0- 1649 .._.-......, _._._._...._ 0'41576. _.1 l v / v1555 " o--131665 v v 1X 400 .62�r'`Yr•- A f/1 /26' N I L _ / v L _ L. / 1 158 - T-1581 ^---- 10"07:84-� 1011.52 / / r X1006.81 �.. `' 1587- 01677 XI00).A4'"" L-1644 ,.,/ 1668- 15841q08.81 1645 plods .".4sx .1014.E✓^`f./r/ '•.,, ry- 1585 01588 'b 1588 tf-1578 �„�N^ "`i.� / ✓ . ' > .° 6 Q"m """"#1010.13 - ,rte-� �I6<26 • w�'e'v 1010.02 m. -._._.1....-^^L-1589 01564 "- 15.09 1650- ,..-^` . / ,.,^' $ 01414....._"f \l ^X1274 '"�-•_ _ -._ X101256 X101253 ...._'_X101219 .....01565 0 loos./oa Q j 1 X1033.24 X 0 0 .48 IXIO1 .64 �XI 7.01 1�\��1 X-0ls7s.o67 J(/oJu1 5l.6s -p jj jjjC � 3j6 .66 00 1037.48 7 }29�16119X103<'0 - 1, 5.4 SE 38.06 �!61 21 / �l ` 16 0--1525 1,��,jp,rj 151�i / 1037.00 XIl¢4f I f��,,% �% 1036.50 // / 103701X KIOO.12 Jf 10 1 �I B,� %,f \CAl 06.84 /j�//! X 101L98 fj �,J t 1523 X f ���-1522 1037.35 I 8 fJ % x1037.81 r X1036.55 / 1 $Y1521 / f / f� - j/�/ / ✓t � 1�, {-Y,k738.08 X X1036.65 1/ 68 I I 1037.55 j1d/ jJ7jq X1 35.6i -1520 / L-154 )4) ,� O fff T181✓"3'0 ^� "^� X ,�ti31 (J 1036.43 /062 1035}58 X XI035.5i5 03g85X01543 O'� " 155333- 03 1036.46`J/11,5 1 Si 1036:46-.1 t 103623 r-155 X1035.6 t-1541 b f , � r• �� ( •���_,,,,./ X1035.58 , x10#0 - _ - I S _ _> 1530 X1039.54 1 - XIO� 13 --- / STORM SEWER g 1 �p10g)3g7.04 03J N WATERMAIN t 1037.02 / - \ X 1 X1039.21 103'.0 L n 10 .92 _OU__ OVERHEAD UTILITY SOSANITARY MANHOLE 1036.78X 1 T UNDERGROUND TELEPHONE I19X CATCH BASIN / /x1035.32 2 r M -X-X- tvD I , I 0 W LlJ - CONTOUR PER FIELD DATA LIGHT CONCRETE O STORM MANHOLE 1563 „„.--.' 159E ._.._.....-...._ _"_" O� -.... „/ ,^`- r r i 1039.28 i _ _ -..... -.^L 156Y" .^" ,. ." / �� ". 1138.14 5X 35.12 QJ r23fOf 1f _.__ .,....., ../j d ci17.11 FC 96q'� X _- 2 1590 ---------- > _ > 1017.41 A- I 1025.09- Q4017.9810_,„«^"F+--�...�•.^_^_: .-- �'' 4 1r8 ` 1580103`6.04 t 1018.25 , 'a ._`.`. 1018.0 11 1021.4 1 10`46.76 „ i 1 ,< X 101`1 .99 t 1 X 1036.02 /� I z 9 r t �%Io.Xy3d3z. < j 18.14 1 4 't - i } t X1038.8, X 1018.62 i \ } jj 101 .84 101 66 1k1022.10 1026.08', k!7;I032.23 ,1 X103 }29 THE 01039. 101 .70 1018.02 1018. LIMES ONE 37.3T'•.. IT 1 1019 X10 .70 1019.0 �v �� REWALL G, 3.30 ima.os 1 1 .43 107.0.7.0 - A1��8 °03.48 "W '078.67 015 28 1020.02 1021.04, 1023.80 102.8,6 I , - V I 3 x1t 1017.55 -OU UI 8 OU 0�8�00 OU OU .00 103 ob7 �g OU 101 " T 10 3.l 2332, 1024.34 I 5.76 10303 3.05 j/ F 1017. 101 50 1019. +s.IP21`4' a SIDEWALK 1025 75 1027.77 1 G 1014.98 101 10 1017 I5G G 10 1020.61 G 1021.78 10229 r; t ) C, g f Ioza 5 ! _1027%6 4 x sl�68 _ ------- r LAKE LUCY 330.10 \ --\l Xiol9!i Xlozii§2 x 1017.80 r 1025.4. 1027.56'\ (PUBLIC-VARIABLE>'V .90 / 0.36 1020 88 1015.49 X `. 1018.86 ' 1019.51 1019.32^„a� 1021.58 1 25.52 _ 1 11027.56' -�Y7187 19.42 019.85 18" DIP 18.58 f 1018.63 X 1069.74 % A WOOD f FRAMED ' HOUSE 6 f / it ^ �, 1041.42 10424 10 1042.14 X1041.4 1535---o 1041.32 w� X 1041 54 -1654 / I: X 01537 X GPS VO�'S� X1035.44 1034.97 L - 10 �.Ia 1034.94 X1035. X X /)g�n K1040..35--,. XI039 83 /;037.49' 037 4 q 1035.12 X1034.50 1,039.6i r 1548 / 10 X 1035.20 1035.1 1037 67 STONE .I �` ' 106.96 � 34.20 TAINING-- 103800 1 x1034 o - WALL ' 103'1.03 -""' 1033.82 _ I 1536 --0 � / \ 1037 96 103683 XI 34141033O9k.', 10,3,3.95 c a377.6 x}f36 9 FF�QO,y otG3.83 L_J 03749: 1 P �(. I X1033.62 I < P / 037 43 1033.77 P� X1033.86 X1033.58 8�,\ 1033.68 - -X 1033.60 41.5„7" 8 '19A6 46 1 f 1033.61 - T - �✓ b7.97 �` 3 � 7474 35.87 ff' 1 10363 103`E.'I F 3.38 10 .32 tt /,,// ✓ M1034 4 1X1033.30 X1033.31 X1033.40 4 1036081101033.94 1033,09 X1033. STONE ROAD �F ' 'VyV.Vy. IG31.45 X 1029.21 °CP NgTOW 11 W 411:`61031.46 1030.46fY31.50 II 1031.34 1 I. 1 A I i I -i- r- -I- A / /\ I I V v I I I I L_ t-\ I L_ 1031.59 1032.21 103 1031.40 , )032.08 1031.16 2220 31.47 30.82 030.75 1030. 29.29 x1029.44 1,,2,.42 F-- \ / ♦ / V L _ 1025.12/ d3913.1t§2 LEGAL DESCRIPTION That part of the Soulthwest Quarter of the Northwest Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota, described as follows: Commencing at the southwest corner of said Southwest Quarter of the Northwest Quarter; thence on an assumed bearing of South 88 degrees 03 minutes 48 seconds East along the south line of said Southwest Quarter of the Northwest Quarter a distance of 330.10 feet to the point of beginning; thence North 01 degrees 50 minutes 12 seconds East 331.80 feet to the intersection of the westerly extension of the south line of SHADOW RIDGE; thence South 88 degrees 03 minutes 48 seconds East 408.80 feet along the southerly line of SHADOW RIDGE 3rd ADDITION and SHADOW RIDGE; thence South 01 degrees 21 minutes 04 seconds West 331.81 feet along SHADOW RIDGE and SHADOW RIDGE 2nd ADDITION to the South line of the Southwest Quarter of the Northwest Quarter; thence North 88 degrees 03 minutes 48 seconds West 411.61 to the point of beginning. 1. This survey and the property description shown herein are based upon information found in the commitment for title insurance prepared by Burnet Title, LLC as issuing agent for Old Republic. National Title Insurance Company, Commitment no. 15-03973, dated February 16, 2015. 2. The locations of underground utilities are depicted based on information from Gopher State One Call system for a "Boundary Survey locate". The information was provided by a combination of available maps, proposed plans or city records and field locations which may not be exact. Verify all utilities critical to construction or design. 3. The orientation of this bearing system is based on the Carver County Coordinate System NAD83. Coordinates are Carver County ground feet, based on the Carver Coordinate System, Southern Zone, NAD83, 1986 (non HARN values). Coordinate values dated September, 2012. 4. All distances are in feet. 5. The area of the above described property is 599,082 square feet or 13.753 acres. 6. Bench Mark 1: TNH approximately 350 feet east of Yosemite Ave on the north side of Lake Lucy Road has an elevation of 1034.15. 0 FOUND IRON MONUMENT - G GASMAIN HYDRANT I> SANITARY SEWER O UNKNOWN MANHOLE >> STORM SEWER g WATER VALVE WATERMAIN E UNDERGROUND ELECTRIC. - WATER MANHOLE _OU__ OVERHEAD UTILITY SOSANITARY MANHOLE T UNDERGROUND TELEPHONE ❑ CATCH BASIN -X-X- FENCE © ELECTRIIC BOX - CONTOUR PER FIELD DATA LIGHT CONCRETE O STORM MANHOLE .GRAVEL Q,+, TREE � M POWER POLE 0 BOLLARD 817.01 X SPOT ELEVATION cC3 PARKING METER ❑ HAND HOLE B GAS VALVE 1101 0 15 30 60 SCALE �� !_ O cc Ll7 I Lr� O N IT Q CJ\ 3 > V) U) O n O Ln W C O O U CD X 6) T N i 7 !n O TO O O Ln 0 N X E C 0 0 E 00 LO I Ln 0 N ri Q 7 Q Lo 0 0 n 0 0 Ln 0 a 6 C m cn Q) cn c 0 CL 0 V-) 0 0 LO Ln I Q) 0 c U c 0 a 7 EDGE OF WETLAND t 3 � x.648_' � X575" b21 15:8 � /16 � 1512 1520 i 15;83 T553 157` 1577 +.. , r' 15'31 1555 ,, � f,tr � 1544 t 15,88__`1645 6.44-""40 132 REMOVE EXISTING -- r 1 �- ,'. 85 SEPTIC SYSTEM 1533 Q� .m.i15.42 86 x 1564 r -15`50� 1650 _.. y 11599 15.83" �a541 k° � \.;�• �f f." zos J /0 95 1545 1545 - -_ - 1565 r "-1598�.( v W 1\ 1'392' q qpm 15 1 � 155 REMOVE EXISTING GARAGE j 1597 Lu 1590 �. •� "15 -' �" 34 ?5 d t f 596 1 95 -....DENT RETAINE � C"1?559 r -.. � -1`5.58 WALL e ,Q)'�. 11560 2-S 1'657 r ./� 1,689 5 r 1874 ? ? !P 1 � 1528 � -- 1656 � �'1 t t �1,G�aE of WETLAND + t 16�0 i+ 1 a,++i , t 29 i� ��p1672 L_ 16.59 � 1 � fPtQ 1,L07 ' f r 1641 x9684( �'`1"7 r r t 1 11504 1527` z1 58 1503 i 11 � 1670�� 1 ! f r l r I � ) 4/ t i 1526 i � - —1652 1671 1 x1'68 � }168��' 1511 t i L-' EDGE or WETLAND -, �; ` 7 t j t 7 • ? a , /� / 7 a°� -1524 -- �— -- ._`651 i 4 1667 1/51 2 EDGE OF WETLAND .� + 1685 1'6`8 1 530 1679 Cx D ter: n- 00 �+ 1 W E I t G f � I } REMOVE EXISTING HOUSE FRAEXISTING OVERHEAD POWER REMOVE,EXISTING PIED RAMP j AND,'CAP/PLUG SERVICE HousE6§. ;7= ~:;~ IF�P��PI AND POLE TO BE REMOVED, t L 1. / i I L- P I e UTILITIES AT MAINS — DEVELOPER TO COORDINATE r 1' rATE 1 � RFlulC1VF F+XICTIICIG RITIIMINCIiNS TRAIT ,. t f d' 4 - "✓ ;.A I ` REMOVE AND RELOCrWlC kl^ rinr „vnn°ur WITH UTILITY PROVIDER l.f • :-:-:- 4u ou-��ou ou ou 4 nu „ii ,.,, ' " - � .f ,.:. I ( —Cf u f ncoru G \ t t ti 1 — � e i � EXISTING PROPERTY LINE EXISTING WATERMAIN —G—G— EXISTING GAS LINE —E—E— EXISTING ELECTRIC ou ou EXISTING OVERHEAD UTILITIES T T EXISTING TELEPHONE Qs EXISTING SANITARY MANHOLE -� EXISTING HYDRANT >11 LEGEND: OTREE TO REMAIN O TREE TO BE REMOVED (REFER. TO TREE INVENTORY AND PRESERVATION PLAN, SHEET 13) (REMOVAL NOTES: 1. PRIOR TO STARTING. CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2: NOTIFY GOPHER STATE ONE CALL 48 HOURS PRIOR TO START OF CONSTRUCTION. 3. PRIOR TO STARTING CONSTRUCTION, ALL PERIMETER EROSION CONTROL DEVICES MUST BE INSTALLED IN ACCORDANCE WITH GRADING &EROSION CONTROL PLAN, MINNEHAHA CREEK WATERSHED DISTRICT AND THE CITY OF CHANNHASSEN, SEE SHEET 8 FOR DETAILS. 4. REMOVAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY LOCATING AND PROTECTING ALL UTILITY LINES PRIOR TO DIGGING AND DEMOLITION. OWNER AND ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR PUBLIC OR PRIVATE UTILITY LOCATIONS. 5. REMOVAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL EXISTING STRUCTURES AND OBJECTS THAT INTERFERE WITH THE PROPOSED CONSTRUCTION AS SHOWN IN THIS DRAWING PACKAGE. MATERIALS SALVAGED FOR REUSE ON-SITE SHALL NOT. BE STORED ON ANY PUBLIC RIGHT OF WAY. 6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND "SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE CITY OF CHANNHASSEN. 7. ALL WORK WITHIN THE PUBLIC R.O.W. STALL COMPLY WITH THE CITY OF CHANNHASSEN ENGINEERING DESIGN STANDARDS. 8. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES, SUCH AS EXISTING GUTTER GRADES AT THE PROPOSED DRIVEWAYS CONNECTIONS, PRIOR TO THE START OF SITE WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OF VARIATIONS FROM THE PLANS. 9. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH MN MUTCD AND/ OR MNDOT TEMOPORARY TRAFFIC CONTROL ZONE LAYOUTS MANUAL; DURING ANY WORK WITHIN PUBLIC R.O.W.. 10. CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE TO PREVENT AND ELIMINATE ANY DUST NUISANCE OCCASIONED BY AND DURING CONSTRUCTION, UNTIL THE PROJECT HAS BEEN COMPLETED. 11. CONTRACTOR SHALL PROTECT ADJOINING PROPERTIES AND STRUCTURES FROM HAZARDS ASSOCIATED WITH, HIS CONSTRUCTION ACTIVITIES AND SHALL BE RESPONSIBLE FOR ALL DAMAGES TO PROPERTIES AND STRUCTURES THAT OCCUR AS A RESULT OF THESE ACTIVITIES. 12. CONTRACTOR SHALL NOT IMPEDE EXISTING TRAFFIC CIRCULATION TO ADJACENT BUSINESSES. 13. ANY DAMAGED PUBLIC R.O.W. PAVEMENT AND CURBING SHALL BE .REPLACED WITH THE EQUIVALENT PAVEMENT SECTION: 14. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF THE EXISTING BITUMINOUS. BITUMINOUS SHALL BE SAWCUT OR JACK HAMMERED FOR STRAIGHT EDGES. TACK SHALL BE USED ON BITUMINOUS EDGE PRIOR TO PATCHING. MATCH EXISTING GRADES. 15. CONTRACTOR SHALL COORDINATE PRIVATE/PUBLIC UTILITIES RELOCATES, SUCH AS TRAFFIC SIGNAL HANDHOLES, AND WIRING ,ETC. '-'J tXI511NG LIF' III CUKti ' ADDRESSES DURING CONSTRUCTION PERIOD. REMOVE AND REPLACE PAVEMENT FOR WATER SERVICE CONNECTION 5. ALL CONSTRUCTION AND POST CONSTRUCTION PARKING -SHALL BE N (SEE SHEET 11) ON—SITE, NO ON—STREET PARKING/LOADING/UNLOADING ALLOWED, I 6. ALL PUBLIC SIDEWALKS AND TRAILS SHALL NOT BE OBSTRUCTED, -r n I Ir- I � 7. STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT OF WAY. 8. CONTRACTOR TO PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE.. WITH MnDOT "TEMPORARY TRAFFIC ZONE. LAYOUTS —FIELD MANUAL / DATED JANUARY 2014, FOR CONSTRUCTION WITHIN PUBLIC RIGHT OF 0 15 30 60 WAY. SCALE IN FEET / ----------------- � I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DESIGNED: MPR 6-5-15 CITY SUBMITTAL 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: PLN 6-16-15 CITY COMMENTS e 4 ,� AM A DULY LICENSED GLACCUM HIGHLANDS Minneapolis, MN 55415 PROFESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 8-14-15 CITY SUBMITTAL 5 LAWTHE STATE OF 612.758.3080 Maw �N REMOVALS PLAN 15250 WAYZATA BOULEVARD 612.758.3099 FaX QA/QC CONSTRUCTION DOCUMENTS SUITE 101 MARK RAUSCH, PE A L L I A N T www.alliant-inc:com GENERAL NOTES: —�- _ 1. ALL DIMENSIONS, GRADES, EXISTING AND PROPOSED INFORMATION SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR I TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING I TO BE REDONE DUE TO INFORMATION SHOWN INCORRECTLY ON THESE — -� — I PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 2. PROTECT EXISTING CONCRETE SIDEWALKS AND CURBING AND BITUMINOUS TRAILS DURING ALL PHASES OF CONSTRUCTION. CONTRACTOR TO I EXISTING GATE VALVE � EXISTING POWER POLE © EXISTING CABLE BOX ❑T EXISTING TELEPHONE BOX ----- EXISTING CURB &GUTTER TO REMAIN CURB &GUTTER TO BE REMOVED ° • CONCRETE. REMOVAL BITUMINOUS REMOVAL ..,`. OTREE TO REMAIN O TREE TO BE REMOVED (REFER. TO TREE INVENTORY AND PRESERVATION PLAN, SHEET 13) (REMOVAL NOTES: 1. PRIOR TO STARTING. CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2: NOTIFY GOPHER STATE ONE CALL 48 HOURS PRIOR TO START OF CONSTRUCTION. 3. PRIOR TO STARTING CONSTRUCTION, ALL PERIMETER EROSION CONTROL DEVICES MUST BE INSTALLED IN ACCORDANCE WITH GRADING &EROSION CONTROL PLAN, MINNEHAHA CREEK WATERSHED DISTRICT AND THE CITY OF CHANNHASSEN, SEE SHEET 8 FOR DETAILS. 4. REMOVAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY LOCATING AND PROTECTING ALL UTILITY LINES PRIOR TO DIGGING AND DEMOLITION. OWNER AND ENGINEER SHALL NOT BE HELD RESPONSIBLE FOR PUBLIC OR PRIVATE UTILITY LOCATIONS. 5. REMOVAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL EXISTING STRUCTURES AND OBJECTS THAT INTERFERE WITH THE PROPOSED CONSTRUCTION AS SHOWN IN THIS DRAWING PACKAGE. MATERIALS SALVAGED FOR REUSE ON-SITE SHALL NOT. BE STORED ON ANY PUBLIC RIGHT OF WAY. 6. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND "SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE CITY OF CHANNHASSEN. 7. ALL WORK WITHIN THE PUBLIC R.O.W. STALL COMPLY WITH THE CITY OF CHANNHASSEN ENGINEERING DESIGN STANDARDS. 8. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES AND TOPOGRAPHIC FEATURES, SUCH AS EXISTING GUTTER GRADES AT THE PROPOSED DRIVEWAYS CONNECTIONS, PRIOR TO THE START OF SITE WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OF VARIATIONS FROM THE PLANS. 9. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH MN MUTCD AND/ OR MNDOT TEMOPORARY TRAFFIC CONTROL ZONE LAYOUTS MANUAL; DURING ANY WORK WITHIN PUBLIC R.O.W.. 10. CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE TO PREVENT AND ELIMINATE ANY DUST NUISANCE OCCASIONED BY AND DURING CONSTRUCTION, UNTIL THE PROJECT HAS BEEN COMPLETED. 11. CONTRACTOR SHALL PROTECT ADJOINING PROPERTIES AND STRUCTURES FROM HAZARDS ASSOCIATED WITH, HIS CONSTRUCTION ACTIVITIES AND SHALL BE RESPONSIBLE FOR ALL DAMAGES TO PROPERTIES AND STRUCTURES THAT OCCUR AS A RESULT OF THESE ACTIVITIES. 12. CONTRACTOR SHALL NOT IMPEDE EXISTING TRAFFIC CIRCULATION TO ADJACENT BUSINESSES. 13. ANY DAMAGED PUBLIC R.O.W. PAVEMENT AND CURBING SHALL BE .REPLACED WITH THE EQUIVALENT PAVEMENT SECTION: 14. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF THE EXISTING BITUMINOUS. BITUMINOUS SHALL BE SAWCUT OR JACK HAMMERED FOR STRAIGHT EDGES. TACK SHALL BE USED ON BITUMINOUS EDGE PRIOR TO PATCHING. MATCH EXISTING GRADES. 15. CONTRACTOR SHALL COORDINATE PRIVATE/PUBLIC UTILITIES RELOCATES, SUCH AS TRAFFIC SIGNAL HANDHOLES, AND WIRING ,ETC. '-'J tXI511NG LIF' III CUKti ' ADDRESSES DURING CONSTRUCTION PERIOD. REMOVE AND REPLACE PAVEMENT FOR WATER SERVICE CONNECTION 5. ALL CONSTRUCTION AND POST CONSTRUCTION PARKING -SHALL BE N (SEE SHEET 11) ON—SITE, NO ON—STREET PARKING/LOADING/UNLOADING ALLOWED, I 6. ALL PUBLIC SIDEWALKS AND TRAILS SHALL NOT BE OBSTRUCTED, -r n I Ir- I � 7. STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLOWED ON PUBLIC STREETS OR WITHIN PUBLIC RIGHT OF WAY. 8. CONTRACTOR TO PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE.. WITH MnDOT "TEMPORARY TRAFFIC ZONE. LAYOUTS —FIELD MANUAL / DATED JANUARY 2014, FOR CONSTRUCTION WITHIN PUBLIC RIGHT OF 0 15 30 60 WAY. SCALE IN FEET / ----------------- � I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DESIGNED: MPR 6-5-15 CITY SUBMITTAL 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: PLN 6-16-15 CITY COMMENTS e 4 ,� AM A DULY LICENSED GLACCUM HIGHLANDS Minneapolis, MN 55415 PROFESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 8-14-15 CITY SUBMITTAL 5 LAWTHE STATE OF 612.758.3080 Maw �N REMOVALS PLAN 15250 WAYZATA BOULEVARD 612.758.3099 FaX QA/QC CONSTRUCTION DOCUMENTS SUITE 101 MARK RAUSCH, PE A L L I A N T www.alliant-inc:com GENERAL NOTES: —�- _ 1. ALL DIMENSIONS, GRADES, EXISTING AND PROPOSED INFORMATION SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR I TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING I TO BE REDONE DUE TO INFORMATION SHOWN INCORRECTLY ON THESE — -� — I PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 2. PROTECT EXISTING CONCRETE SIDEWALKS AND CURBING AND BITUMINOUS TRAILS DURING ALL PHASES OF CONSTRUCTION. CONTRACTOR TO I REPLACE ANY CRACKED OR BROKEN CONCRETE PANELS OR DAMAGED BITUMINOUS PAVEMENTS CAUSED BY SITE CONSTRUCTION. �—_ 3. CONTRACTOR SHALL PERFORM SWEEPING ON PUBLIC STREETS. AT LEAST ONCE A WEEK, ONCE A DAY IF NEEDED, 4 CONTRACTOR SHALL PROVIDE TEMPORARY STREET SIGNS LIGHTING AND REVIEW WAYZATA, MN 55391 FINAL PLAT SUBMITTAL SHEET 5 OF 15 PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE REMOVE EXISTING GARAGE Wl-�76�� + i�1675 i I ,, tt 1;51f`7�5'1,4i 1569 1 .•a, 1572 1642 i 0 , t �/7 �,�, ✓� t I 1 I 570 L�.,� t� ' 1523 �%� 66WL_.157;, 164 t � f �1 w1 571^^3' X' 168)/f,77 � i • ,°"`-1 64 + 1676 � � ,• •I�bBV � � 1522 � 179•. + 1764750'� PIC. �jt Jf --- I j E V 101 U 03 Ln Ln 0 N Q D Q Q a G W 0 0 0 Ln i 0 CL a c c 0 CL / 0 0 0 Ln Ln 0 N X U c c 0 0 E uj Q W Lu V) O -- — RECONSTRUCT PED RAMP PER CITY DETAIL (ADA) 33' 33' I- EDGE OF WETLAND EDGE OF WETLAND WETLAND OUTLOT A EDGE OF WETLAND J 3” EDGE OF WETLAND 3 r -/ -/L �-/I/- r / I I I I \ \ BUILDING PAD (TYP) 40' RIGHT OF WAY DEDICATION LAKE LUCY ROAD 10' BITUMINOUS TRAIL RECONSTRUCT WITH 5' BOULEVARD TO LAKE LUCY ROAD CONSERVATION EASEMENT MONUMENT (TYP) BOULDER RETAINING WALL (TYP) I M �O. SURMOUNTABLE C&G� o RRj v�O \w mN/,Coy o 0 PED RAMP 8618 C&G "RETURNS" 0 STOP SIGN AND 1 Q STREET NAME SIGN ON SAME POLE SAMPLE FUTURE FOOTPRINT (TYP) r/ I INSTALL STREET LIGHT MATCH "LANTERN STYLE" STA: 2+19.19, 44.15'L ACCESS EASEMENT MATCH EXISTING TRAIL 10' BITUMINOUS TRAIL 7— I I I I I SITE PLAN DATA GROSS AREA 3.125 ACRES WETLAND AREA 0.444 ACRES (EXCLUDES 0.006 ACRES WITHIN YOSEMITE AVE R/W) WETLAND BUFFER (20' WIDE) (AREA INCLUDED IN (CONSERVATION EASEMENT) CONSERVATION EASEMENT AREA 0.467 ACRES YOSEMITE AVE & LAKE LUCY RD R/W DEDICATION 0.599 ACRES NET BUILDABLE AREA 1.615 ACRES PROPOSED DWELLING UNITS 4 NET DENSITY 2.48 UNITS/NET ACRE EXISTING ZONING RR - RURAL RESIDENTIAL DISTRICT PROPOSED ZONING RSF - SINGLE FAMILY RESIDENTIAL DISTRICT EXISTING LAND USE RESIDENTIAL LOW DENSITY PROPOSED LAND USE RESIDENTIAL LOW DENSITY PROPOSED MINIMUM LOT WIDTH AT FRONT SETBACK 90 FT (CUL-DE-SAC LOTS) PROPOSED MINIMUM LOT WIDTH AT RIGHT OF WAY 100 FT (STANDARD LOTS) WETLAND BUFFER DATA WETLAND BUFFERS AND SETBACK REQUIREMENTS MANAGE 2 REQUIREMENT CLASS. MIN. BUFFER = 20' BUFFER SETBACK = 30' PROVIDED WETLAND BUFFER CALCULATION LINEAL FRONTAGE WETLAND =285 FT REQUIRED BUFFER AREA (20' WIDTH) =5,700 SF PROVIDED BUFFER AREA (20.95'AVG) =5,971 SF EASEMENT 0 0/ 5F--------� 1 FRONT SETBACK LINE 5 -30'_ (I BLOCK I -- w I I I ' J 1 i 2 Im IN Im I NI I I I 20,096 0 -.-.--�_.- 5,024 io to 16,068 of I z I 3 REAR SETBACK LIN 51 15 L----—— J 1 7' ADDITIONAL RIGHT OF WAY PROVIDED 1 21,696 z '� 110 SANITARY SEWER m CHANHASSED DEVELOPMENT REGULATIONS *** LOT 2 HAS A 60' WIDE PAD EASEMENT o 40' RIGHT OF WAY DEDICATION LAKE LUCY ROAD 10' BITUMINOUS TRAIL RECONSTRUCT WITH 5' BOULEVARD TO LAKE LUCY ROAD CONSERVATION EASEMENT MONUMENT (TYP) BOULDER RETAINING WALL (TYP) I M �O. SURMOUNTABLE C&G� o RRj v�O \w mN/,Coy o 0 PED RAMP 8618 C&G "RETURNS" 0 STOP SIGN AND 1 Q STREET NAME SIGN ON SAME POLE SAMPLE FUTURE FOOTPRINT (TYP) r/ I INSTALL STREET LIGHT MATCH "LANTERN STYLE" STA: 2+19.19, 44.15'L ACCESS EASEMENT MATCH EXISTING TRAIL 10' BITUMINOUS TRAIL 7— I I I I I SITE PLAN DATA GROSS AREA 3.125 ACRES WETLAND AREA 0.444 ACRES (EXCLUDES 0.006 ACRES WITHIN YOSEMITE AVE R/W) WETLAND BUFFER (20' WIDE) (AREA INCLUDED IN (CONSERVATION EASEMENT) CONSERVATION EASEMENT AREA 0.467 ACRES YOSEMITE AVE & LAKE LUCY RD R/W DEDICATION 0.599 ACRES NET BUILDABLE AREA 1.615 ACRES PROPOSED DWELLING UNITS 4 NET DENSITY 2.48 UNITS/NET ACRE EXISTING ZONING RR - RURAL RESIDENTIAL DISTRICT PROPOSED ZONING RSF - SINGLE FAMILY RESIDENTIAL DISTRICT EXISTING LAND USE RESIDENTIAL LOW DENSITY PROPOSED LAND USE RESIDENTIAL LOW DENSITY PROPOSED MINIMUM LOT WIDTH AT FRONT SETBACK 90 FT (CUL-DE-SAC LOTS) PROPOSED MINIMUM LOT WIDTH AT RIGHT OF WAY 100 FT (STANDARD LOTS) WETLAND BUFFER DATA WETLAND BUFFERS AND SETBACK REQUIREMENTS MANAGE 2 REQUIREMENT CLASS. MIN. BUFFER = 20' BUFFER SETBACK = 30' PROVIDED WETLAND BUFFER CALCULATION LINEAL FRONTAGE WETLAND =285 FT REQUIRED BUFFER AREA (20' WIDTH) =5,700 SF PROVIDED BUFFER AREA (20.95'AVG) =5,971 SF EASEMENT 0 0/ 5F--------� 1 FRONT SETBACK LINE 5 -30'_ (I BLOCK I -- w I z Iz J Y? FRONT REAR Im IN Im I NI wl 20,096 w o 5,024 io to 16,068 of I I I 3 REAR SETBACK LIN 51 15 L----—— J 1 4 1 21,696 30 TYPICAL LOT DETAIL NOT TO SCALE LEGEND: -- - - - - -- EASEMENT LINE BUILDING SETBACK F - FULL BASEMENT L - LOOKOUT W - WALKOUT DENOTES PAD AREA DENOTES TYPICAL DRAINAGE AND UTILITY EASEMENTS UNLESS OTHERWISE SHOWN ON THE PLAN. LOT DATA TABLE 70' WIDE PAD, TYPICAL *** AREA SETBACKS * ALLOWABLE ** BLOCK LOT (SF) -------- IMPERVIOUS FRONT REAR (SF) 1 1 20,096 30 30 5,024 1 2 16,068 30 30 4,017 1 3 21,697 30 30 5,424 1 4 1 21,696 30 30 1 5,424 * SIDE SETBACKS, SEE TYPICAL LOT DETAIL ** 25% MAXIMUM IMPERVIOUS/LOT PER CITY OF CHANHASSED DEVELOPMENT REGULATIONS *** LOT 2 HAS A 60' WIDE PAD `J —J _I W PROPERTY LINE STA: 1+32.89 Q LOT LINE -j - - ROW N EXISTING STREET LIGHT -,.-WE- -WL- WETLAND DELINEATION "LANTERN STYLE" - - - - - - - - - - WETLAND BUFFER I I - — WETLAND BUFFER SETBACK O CONSERVATION EASEMENT MONUMENT WETLAND BUFFER STRIP / CONSERVATION EASEMENT 0 15 30 60 SCALE IN FEET / c .., m .,__._,.,_.,__ ..................._..,..... I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE SPECIFICATION;,NSREPORT WAS GLACCUM HIGHYLANDS G DESIGNED: MPR iI PREPARED BY ME OR UNDER MY 6-5-15 CITY SUBMITTAL p j I 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: PLN 6-16-15 CITY COMMENTS /// I f I AM A DULY LICENSED 8-14-15 CITY SUBMITTAL ('� Minneapolis, MN 55415 PROFESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 V 612.758.3080 MAIN THE LAWS OF THE STATE OF MINNESOTA CONSTRUCTION DOCUMENTS 15250 WAYZATA BOULEVARD SITE, LIGHTING, AND SIGNAGE PLAN 612.758.3099 FAx SUITE 101 A L L I A N TMARKRAUSGH„PE QA,QCRE°IEW WAYZATA, MN 55391 FINAL PLAT SUBMITTAL SHEET 6 Of is www.alliant-inc.com PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE GRADING LEGEND: FROM 0 A RETAINING WALL GF959. PROPOSED CATCH BASINS GARAGE FLOOR ELEVATION PROPOSED STORM SEWER W PROPOSED EASEMENT HOUSE TYPE PROPERTY LINE LOWEST FLOOR ELEVATION 950.3 — — RIGHT—OF—WAY 957.6 TREE PROTECTION LIMITS REAR ELEVATION 0 OEXISTING EXISTING CONTOUR 789 PROPOSED CONTOUR x62.44 xe6tia PROPOSED SPOT ELEVATION TW XXX TOP OF WALL ELEVATION BW XXX BOTTOM OF WALL ELEVATION 2.00% DIRECTION OF DRAINAGE W WALK OUT HOUSE STYLE m* EMERGENCY OVERFLOW ROUTING GRADING NOTES: 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2. REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATION, DESCRIPTIONS, NOTES AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. 3. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00%. 4. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF—SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND WATERSHED. 5. NOTIFY GOPHER STATE ONE CALL, AT (800) 252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. 6. ALL IMPROVEMENTS TO CONFORM WITH CITY OF CHANHASSEN CONSTRUCTION STANDARDS SPECIFICATION, LATEST EDITION. 7. ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. 8. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 9. STRIP TOPSOIL IN ALL DISTURBED AREAS PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. 10. IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4" TOPSOIL. 11. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PLANS WITH ALL SUBCONTRACTORS TO VERIFY NPDES REQUIREMENTS. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, CONTRACTOR SHOULD CONSULT WITH EROSION CONTROL INSPECTOR AND ENGINEER TO DETERMINE APPROPRIATE METHOD. 12. CONSERVATION EASEMENTS MONUMENT SIGNS SHALL BE INSTALLED AT EACH POINT WHERE A LOT LINE INTERSECTS WITH THE EASEMENT AND OTHER KEY LOCATIONS PER PLAN. RETAINING WALL NOTES: 1. BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS GREATER THAN 4 FEET IN HEIGHT AND THOSE WALLS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. ALL WALLS OVER 6' IN HEIGHT SHALL NOT BE BOULDER WALLS. 3. RETAINING WALLS WILL BE OWNED & MAINTAINED BY INDIVIDUAL PROPERTY OWNERS. 4. TIERED WALLS WITH A COMBINED TOTAL HEIGHT GREATER THAN 6' MUST HAVE ADEQUATE SPACING SO THAT EACH TIER DOES NOT STRUCTURALLY IMPACT ANOTHER TIER. 5. VEGETATION BETWEEN TIERED WALLS SHALL BE LOW OR NIO MAINTENANCE. 6. 3' SAFETY RAILING IS REQUIRED ATOP ALL WALLS 4' TALL. OR HIGHER. 7. RETAINING WALLS MUST BE LOCATED OUTSIDE OF CONSERVATION EASEMENT. 8. ALL RETAINING WALLS SHALL BE ROUGH GRADED AT A 2:1 SLOPE WITH BASE OF PREP. SLOPE AT PROPOSED WALL FACE. 9. THE RETAINING WALL SLOPE AREAS ARE TO BE MAINTAINED UNTIL RETAINING WALL CONSTRUCTION OCCURS. ANY EROSION SHALL BE REMEDIED AND RESTORED. DEVELOPER: ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD, SUITE 101 WAYZATA, MN 55391 L ...u,. L UM HIGHLANDS SPECIFICATION, OR REPORT WAS DESIGNED: MPR 6-5-15 CITY SUBMITTAL PREPARED BY ME OR UNDER MY 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: PLN 6-16-15 CITY COMMENTS c AM A DULY LICENSED 8-14-15 CITY SUBMITTAL i! Mlnneap011S, MN 55415 PROFESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 _ ..... THE LAWS OF THE STATE; OF 612.758.3080 MAIN MINNESOTA 15250 WAYZATA BOULEVARD 612 758 3080 FAX CONSTRUCTION DOCUMENTS GRADING AND DRAINAGE PLAN SUITE 101 WAYZATA, MN 55391 PHONE (612) 990-0666 ALLIANT ENGINEERING www.alliant-inc.com MARK RAUSCH, PE LICENSE NO. QA/QC REVIEW BY DATE FINAL PLAT SUBMITTAL I 7 SHEET 7 of 15 RETAINING WALL ■ • PROPOSED CATCH BASINS PROPOSED STORM SEWER PROPOSED EASEMENT PROPERTY LINE SETBACK LINE LOT LINE — — RIGHT—OF—WAY ■osem.rmmu■ TREE PROTECTION LIMITS O CONSERVATION EASEMENT MONUMENT OEXISTING TREE TO REMAIN CONSERVATION EASEMENT 1. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2. REFER TO STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR ALL EROSION AND SEDIMENT CONTROL DEVICE LOCATION, DESCRIPTIONS, NOTES AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. 3. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0%. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2.00%. 4. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF—SITE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND WATERSHED. 5. NOTIFY GOPHER STATE ONE CALL, AT (800) 252-1166, 48 HOURS PRIOR TO START OF CONSTRUCTION. 6. ALL IMPROVEMENTS TO CONFORM WITH CITY OF CHANHASSEN CONSTRUCTION STANDARDS SPECIFICATION, LATEST EDITION. 7. ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. 8. REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL, FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 9. STRIP TOPSOIL IN ALL DISTURBED AREAS PRIOR TO ANY CONSTRUCTION. REUSE STOCKPILE ON SITE. STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE. 10. IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES, WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABILIZING METHOD (APPROVED BY ENGINEER) SHALL BE APPLIED OVER APPROVED SEED MIXTURE AND A MINIMUM OF 4" TOPSOIL. 11. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PLANS WITH ALL SUBCONTRACTORS TO VERIFY NPDES REQUIREMENTS. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, CONTRACTOR SHOULD CONSULT WITH EROSION CONTROL INSPECTOR AND ENGINEER TO DETERMINE APPROPRIATE METHOD. 12. CONSERVATION EASEMENTS MONUMENT SIGNS SHALL BE INSTALLED AT EACH POINT WHERE A LOT LINE INTERSECTS WITH THE EASEMENT AND OTHER KEY LOCATIONS PER PLAN. RETAINING WALL NOTES: 1. BUILDING PERMITS ARE REQUIRED FOR ALL RETAINING WALLS GREATER THAN 4 FEET IN HEIGHT AND THOSE WALLS SHALL BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND APPROVED BY THE CITY PRIOR TO INSTALLATION. 2. ALL WALLS OVER 6' IN HEIGHT SHALL NOT BE BOULDER WALLS. 3. RETAINING WALLS WILL BE OWNED & MAINTAINED BY INDIVIDUAL PROPERTY OWNERS. 4. TIERED WALLS WITH A COMBINED TOTAL HEIGHT GREATER THAN 6' MUST HAVE ADEQUATE SPACING SO THAT EACH TIER DOES NOT STRUCTURALLY IMPACT ANOTHER TIER. 5. VEGETATION BETWEEN TIERED WALLS SHALL BE LOW OR NIO MAINTENANCE. 6. 3' SAFETY RAILING IS REQUIRED ATOP ALL WALLS 4' TALL. OR HIGHER. 7. RETAINING WALLS MUST BE LOCATED OUTSIDE OF CONSERVATION EASEMENT. 8. ALL RETAINING WALLS SHALL BE ROUGH GRADED AT A 2:1 SLOPE WITH BASE OF PREP. SLOPE AT PROPOSED WALL FACE. 9. THE RETAINING WALL SLOPE AREAS ARE TO BE MAINTAINED UNTIL RETAINING WALL CONSTRUCTION OCCURS. ANY EROSION SHALL BE REMEDIED AND RESTORED. DEVELOPER: ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD, SUITE 101 WAYZATA, MN 55391 L ...u,. L UM HIGHLANDS SPECIFICATION, OR REPORT WAS DESIGNED: MPR 6-5-15 CITY SUBMITTAL PREPARED BY ME OR UNDER MY 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: PLN 6-16-15 CITY COMMENTS c AM A DULY LICENSED 8-14-15 CITY SUBMITTAL i! Mlnneap011S, MN 55415 PROFESSIONAL ENGINEER UNDER PROJECT NO: 215-0030 _ ..... THE LAWS OF THE STATE; OF 612.758.3080 MAIN MINNESOTA 15250 WAYZATA BOULEVARD 612 758 3080 FAX CONSTRUCTION DOCUMENTS GRADING AND DRAINAGE PLAN SUITE 101 WAYZATA, MN 55391 PHONE (612) 990-0666 ALLIANT ENGINEERING www.alliant-inc.com MARK RAUSCH, PE LICENSE NO. QA/QC REVIEW BY DATE FINAL PLAT SUBMITTAL I 7 SHEET 7 of 15 EDGE OF WETLAND--. /� t x / / %. '�, ea /� /f/� If// I� 0,> r �' l d .� -. L IN r r ✓.._.� r 7 t r f 7 I yb / / ! f t I 6 / f / IN NI "LANDLOCKED" f. WETLAND 1 t t t t\` `1'` t f r COMPLEX, �/�v 674 1 1656 z t3 1 / ,. - 1,6-�GE OF WETLAND f NIN -CN Jf f �'. -� - + ' r. r i - 29 \y. 1, WETLAND ; DISCHARGE r� r .�7� i9 , 1 II ! II v POINT �� t r �;01 t7i f 11 r II f kf 50 rr " IiI? IN \ / 1J, OUTLOT A 670 6, j8 I f i -1662 + EDGE 0�' WETLAND r � )V , -�, D N D ! 1 i - 1651 / E � 1,7EDGE OF WETLANDI- „ r / 1569 1572 1� �- 1�56�/, , �. - 570 it SILT FENCE 1 + J ➢ , p :' j l� 11 5 ,... `\ - - �i t +I ...... ... „% „A .j S 4 1 I ...._.. ep � ,, I � 1 .`�8 " .. ,,-.. _ _ . ......... . . ._. � _ .� a,. f �,,,/f' �d I� / JI --r .".w .,,,; .,✓ o ` ,. - +rr .ra 3 1 / J %dp / f i .-_____.. - f 15912 1 7 I " , ---�-' I INLET PRO N _.._.,.... I t Y �. SILT`F`FN��/'rte �� / n.l' ✓ f sp ti� 1599 \ ✓` rjLd � ,, ....... � 1 j,- Il . -. 1 .r � - - .- ,,.,'_ .. I _ -.% f f ..- .e- "°' r� � � f� •�`' �` ,t i / IN - m 0 ,d. m _ f 1 IN iLIJ .. wn IX SILT FENCE t / r L L _! 0_ f' a r CD o W �.._I;k _ �.., a t� DT �- - LO o4 j ���L SILT FENCE p�"' "� .._ ....... -"°„` t �� `} 1022 \ \ ( 'k \ / 1026 3 r` t D bo 1 - - -_."-PRE •� �.- -=PRE .�: <SFi•=. _ ._. = �, _. o -r'. �?RE _ -SF, �..,-PRS i - ,OKE LUCY ROAD _ _E ,, _ . ,PRE .• _ _'-.. _' , a' A, - l >' I r CD - _. - ..- r N ENTRANCE . ROCK CONSTRUCTION _ -- la r,.._ - i PROJECT LOCATION `1<- e -ham G"`w8 � Ct "'"m ,om: ✓. "R h�a bN i\ V A -l. V a` \ fit\ / � JI f f/ RT _ C b�p� xOI�9a �\\ / 1 1 _ NN f \ t A A \ l r : F i , ) t ✓' I I .� Y , w O o r ^k ",�. i `. 1 L \ r Y i /.,t:' _ Iil ff ft "- w- �a f r / � t µort ,,. 04'e'�be�� �.0 3 � \ \ t�l t, '� ', 1 i1 f� ,•- I( '-._-.__ J 3 It ✓ f � / S ° +' aga s ,oq. 5; �� \ y r f f r I -`_�� s1�s \ 1 > > e t t J t ON VICINITY MAP NOT TO SCALE in in3 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PHONE (612) 990-0666 tIN IN\ e A vv \" \v. � � 11 , Z / / IN \ f i 'No \ ', _ ..__ -- I p f ,d r 0 J,5- 30 60 1 - r I� I N, t .SCALE " _ IN FEET / i IN IN ACTIVE SWPPP LEGEND / SCHEDULE CONSTRUCTION SEQUENCE APR MAY { 1f JUL AUG SEP OCT NOV I JAN FEB MAR APR MULCH BERM L L _! 0_ f' a r CD o W �.._I;k _ �.., a t� DT �- - LO o4 j ���L SILT FENCE p�"' "� .._ ....... -"°„` t �� `} 1022 \ \ ( 'k \ / 1026 3 r` t D bo 1 - - -_."-PRE •� �.- -=PRE .�: <SFi•=. _ ._. = �, _. o -r'. �?RE _ -SF, �..,-PRS i - ,OKE LUCY ROAD _ _E ,, _ . ,PRE .• _ _'-.. _' , a' A, - l >' I r CD - _. - ..- r N ENTRANCE . ROCK CONSTRUCTION _ -- la r,.._ - i PROJECT LOCATION `1<- e -ham G"`w8 � Ct "'"m ,om: ✓. "R h�a bN i\ V A -l. V a` \ fit\ / � JI f f/ RT _ C b�p� xOI�9a �\\ / 1 1 _ NN f \ t A A \ l r : F i , ) t ✓' I I .� Y , w O o r ^k ",�. i `. 1 L \ r Y i /.,t:' _ Iil ff ft "- w- �a f r / � t µort ,,. 04'e'�be�� �.0 3 � \ \ t�l t, '� ', 1 i1 f� ,•- I( '-._-.__ J 3 It ✓ f � / S ° +' aga s ,oq. 5; �� \ y r f f r I -`_�� s1�s \ 1 > > e t t J t ON VICINITY MAP NOT TO SCALE in in3 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PHONE (612) 990-0666 tIN IN\ e A vv \" \v. � � 11 , Z / / IN \ f i 'No \ ', _ ..__ -- I p f ,d r 0 J,5- 30 60 1 - r I� I N, t .SCALE " _ IN FEET / i IN IN ACTIVE SWPPP LEGEND / SCHEDULE CONSTRUCTION SEQUENCE APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MULCH BERM 5. TOPSOIL RESPREAD VOLUME (6" THICKNESS) 1,352 CY 6. EROSION CONTROL BLANKET 1,917 SY r�-rrv,-:-r-v,v-U-rrrz EXISTING VEGETATION LIMITSAPPROX. ( ) O EXISTING TREE TO REMAIN � PRE = SF � FIBER ROLLS / MULCH SOCKS � PST = SF � PROPOSED SILT FENCE (POST GRADING) INLET PROTECTION D N D DO NOT DISTURB AREAS 1 TEMPORARY DRAINAGE ROUTING DURING MASS GRADING SILT FENCE TEMPORARY MULCH COVER TEMPORARY HYDROMULCH EROSION CONTROL BLANKET ROCK DRIVEWAY / ROCK PADS INLET PROTECTION DEVICES PAVEMENT (DRIVEWAY/ROADS) SOD STOCKPILES NOTE: CO T TE TAB AS GRADING PROGRESSES CONTRACTOR, GENERAL CONTRACTOR OR SWPPP INSPECTOR TO COMPLETE LE CONSTRUCTION SEQUENCING: MASS GRADING PHASE (EDC): 1. INSTALL STABILIZED CONSTRUCTION ENTRANCES. 2. PREPARE TEMPORARY PARKING AND STORAGE AREA. 3. INSTALL THE PRE -GRADING SILT FENCES AND INLET PROTECTION BMPS ON THE SITE. 4. CONSTRUCT ALL PRE -GRADING EROSION AND SEDIMENTATION CONTROL BMPS. 5. COMPLETE MASS GRADING AND INSTALL TEMPORARY AND PERMANENT SEEDING AND PLANTING. 6. CONSTRUCT POST -GRADING SILT FENCE ON THE SITE. STREET & UTILITY PHASE (CITY): 1. INSTALL UTILITIES, UNDERDRAINS, STORM SEWERS, CURBS AND GUTTERS. 2. INSTALL RIP RAP AROUND OUTLET STRUCTURES. 3. INSTALL INLET PROTECTION AROUND ALL STORM SEWER STRUCTURES. 4. PREPARE SITE FOR PAVING. 5. PAVE SITE. 6. INSTALL INLET PROTECTION DEVICES. 7. INSTALL POST STREET AND UTILITY SILT FENCE. 8. REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES (ONLY IF SITE IS STABILIZED), IF REQUIRED BY THE CONTRACT SWPPP BMP QUANTITIES (PER PLAN): 1. STANDARD SILT FENCE 1,519 LF 2. INLET PROTECTION 3 EA 3. SEED/SOD POST GRADING AREA 2.02 AC 4. TOPSOIL RESPREAD AREA 1.68 AC 5. TOPSOIL RESPREAD VOLUME (6" THICKNESS) 1,352 CY 6. EROSION CONTROL BLANKET 1,917 SY NOTE TO CONTRACTOR: THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ALL EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) AS SHOWN IN THE RAHR PRESERVE MASS GRADING SWPPP (EXCEPT FOR POST GRADE BMPS NEEDED AFTER UTILITY CONSTRUCTION ACTIVITY). THE BMPS ARE TO BE INSTALLED AT A MINIMUM AS SHOWN IN THE PLAN, IF CONDITIONS ARISE, ADDITIONAL BMP SUPPLEMENTATION TO PREVENT SITE EROSION OR SEDIMENT TRANSPORT MAY BE NECESSARY. THE MASS GRADING CONTRACTOR IS RESPONSIBLE FOR ALL BMPS REQUIRED TO COMPLETE THE MASS GRADING ACTIVITIES AND SUBSEQUENT TEMPORARY SOIL STABILIZATION NECESSARY TO PREPARE SITE FOR STREET AND UTILITY CONSTRUCTION AND HOME BUILDING. AT THE COMPLETION OF MASS GRADING WORK AND SATISFACTORY SITE SOIL STABILIZATION, THE DEVELOPER AND MASS GRADING CONTRACTOR SHALL COORDINATE THE TRANSFER OF NPDES PERMIT RESPONSIBILITIES TO THE STREET AND UTILITY CONTRACTOR AND THE CITY. THE STREET AND UTILITY CONTRACTOR AND CITY WILL THEN ASSUME THE RESPONSIBILITY TO PROVIDE INSPECTION AND MAINTENANCE OF ANY IN-PLACE BMPS AS WELL AS INSTALL THE ADDITIONAL BMPS REQUIRED IN THE STREET AND UTILITY CONSTRUCTION DOCUMENT SWPPP. UPON COMPLETION OF STREET AND UTILITY CONSTRUCTION, THE STREET AND UTILITY CONTRACTOR SHALL REMOVE ANY BMPS INSTALLED DURING THE STREET AND UTILITY PHASE THAT ARE NO LONGER REQUIRED AND COORDINATE THE TRANSFER OF NPDES PERMIT RESPONSIBILITIES BACK TO THE DEVELOPER OR TERMINATE THE PORTION OF THE NPDES PERMIT TRANSFERRED TO THE CITY AND THEIR CONTRACTOR. EROSION CONTROL RESPONSIBLE PARTY: ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD, SUITE 101 WAYZATA, MN 55391 PH: 612-990-0666 CONTACT: TOM GONYEA EM: tom0andmn.com STABILIZATION BMP'S 1. STRAW/HAY MnDOT TYPE 1 MULCH 2. EROSION CONTROL BLANKET MnDOT CAT. 3 3. HYDROMULCH MnDOT TYPE 5 4. TURF REINFORCEMENT MAT SC250 NORTH AMERICAN GREEN OR EQUAL-MNDOT CAT 6 GRADING ACTIVITY 1. CONCRETE WASHOUT IS DONE TRUCK BY TRUCK WITH A MOBILE WASHOUT SYSTEM PROVIDED AND COMPLETED BY THE CONCRETE CONTRACTOR. SEDIMENT BARRIERS 1. SILT FENCE (MnDOT 3886) 2. CURB LOG 3. ROCK WEEPER INLET PROTECTION DEVICES 1. WIMCO (MnDOT TYPE A & C) 2. JNFRASAFE STORM DRAIN/CULVERT 3. SILT SACK (MnDOT TYPE A) 4. DANDY BAG (MnDOT TYPE B) ANTI -TRACKING CONTROL 1. 2" CRUSHED CLEAR ROCK (LAND DEVELOPMENT) TEMPORARY SEED MIX 1. MnDOT-100 (OATS 20-120 DAY STABILIZATION) 2. MnDOT-150 (1-2 YEAR STABILIZATION) PERMANENT SEED MIX/STABILIZATION 1. MnDOT 270 (RESIDENTIAL TURF) 2. SOD LEGEND: EXISTING CONTOUR 789 PROPOSED CONTOUR PROPOSED RETAINING WALL DIRECTION OF DRAINAGE PROPOSED CATCH BASINS PROPOSED STORM SEWER ----------- PROPOSED EASEMENT PROPERTY LINE - SETBACK LINE LOT LINE - - RIGHT-OF-WAY r�-rrv,-:-r-v,v-U-rrrz EXISTING VEGETATION LIMITSAPPROX. ( ) O EXISTING TREE TO REMAIN � PRE = SF � PROPOSED SILT FENCE (PRE GRADING) � PST = SF � PROPOSED SILT FENCE (POST GRADING) INLET PROTECTION D N D DO NOT DISTURB AREAS 1 TEMPORARY DRAINAGE ROUTING DURING MASS GRADING ROCK CONSTRUCTION ENTRANCE NOTES: 1. SEE SHEET 9 FOR ALL EROSION AND SEDIMENT CONTROL NOTES AND DETAILS. I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE SPECIFICATION, OR REPORT WAS DESIGNED: MPR 6-5-15 CITY SUBMITTAL GLACCUM HIGHLANDS PREPARED BY ME OR UNDER MY 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: PLN 6-16.15 CITY COMMENTS O AM A DULY LICENSEID 8-14-15 CITY SUBMITTAL Minneapolis, MN 55415 PROFESSIONAL ENGINEER UNDER PROJECT NO: 215.0030 l8 THE LAWS OF THE STATE OF 612.758.3080 MAIN MINNESOTA CONSTRUCTION DOCUMENTS EROSION AND SEDIMENT CONTROL PLAN 612.758.3099 FAX QA1"C REVIEW A L L1 A N T www.alliant-inc.com MARK RAUSCH, PE FINAL T /� SUBMITTAL TAT E N G I N E E R I N G DATE LICENSE NO. BY DATE �+`�. `1 e�J �IJ1 �T ^-'�JJMIT ` "JJ SHEET S Of 15 to, N U C) N O O O Ln 0 Q U C / 0) N N ON ON C O r� 0 0 Ln / LU O N X U E O C CD c O CO 5 FT, MIN, LENGTH STEEL POST 5 FT. MIN" LENGTH STEEL POST AT 6 FT, MAX. SPACING AT 6 FT. MAX. SPACING /-GEOTFXTILE FABRIC GEOI'WIDE FABRIC PLASTIC ZIP TIES j 1 3Fi WIDE 36" WIDE ' ^'1 / PLASTID 71P I ES - (50 LB. TENSILE) (50 TEL TENSILE) rFABRIC ANCHORAGE LOCATED IN TOP B" / iRENCH.BACKFILL TIRE COMPACTION ZONE LOCATED IN TOP 8" WITH TAMPED NATURAL SOIL I- FLOW FLOW FLOW FLOW 6"MIN. o aW _ 6..MIN.� w` MACHINE SLICE = n,6" _ 12" DEPTH Pr ov, N 0 SILT FENCE, MACHINE SLICED1 2 SILT FENCE, HEAVY DUTYCO2) 2 5 F"i', MIN. LENGTH STEEL POST CEO 1'EX"nI-E FABRIC AT 6 FT. MAX. SPACING 36 WIDE STAPLES FABRIC" ANCHORAGE TRENCH. BACKFILL.. WITH TAMPED NATURAL SOIL 0z 0z FLOW �-_ -- SILT FENCE TO BE PLACED �lrl 6' ON CONTOUR. SEE SLOPE/GRADE MIN. AND LENGTH: CRITERIA BELOW m� SILT FENCE, PREASSEMBLEU 1 2 S'�OPE -..__.................. VAR= ..�.-- /) SLOP�DE_MAX-I_ENGTH LESS THAN 2% FOR FEET 2 - 5" % 75 FEET 5 -16% 50 FEET NOTES-..�-_.._..... 10 - 20 % 25 FEET SILT FENCE PER MNDOT SPECS, SOURCE 200E TREATED THAN 20% 15 FEET SEE SPECS, 2573 & 3886. LOCATION OF SILT FENCE To Protect Area From Sheet Too FOR SEDIMLNT CONTROL V Maximum Contributing Area: 1 Acre SLOPE \1ARIAgES.iRABLE SILT FENCE NEAR '(OE OF I' 6= - SLOPE OUTSIDE OF CONSTRUCTION LIMITS �/ LOCATION OF SILT FENCE FOR PEREMITER CONTROL cnr fffVr SILT FENCE REVISED: 3-12 ENGINEERING DEPARTMENT PLATE NO.: 5300 FILE NAME: G:\ENG\SPECS\5300 EROSION CONTROL GENERAL NOTES: 1. NO LAND DISTURBING ACTIVITY SHALL OCCUR UNTIL A GRADING PERMIT HAS BEEN ISSUED FROM THE CIN OF CHANHASSEN AND THE WATERSHED DISTRICT. 2. BEST MANAGEMENT PRACTICES (BMP'S) REFER TO EROSION AND SEDIMENT CONTROL PRACTICES DEFINED IN THE MPCA PROTECTING WATER QUALITY IN URBAN AREAS AND THE MINNESOTA CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL PLANNING HANDBOOK. 3, ALL BMP'S SELECTED SHALL BE APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, AND ESTIMATED DURATION OF USE. 4. ALL WORK AND MATERIALS SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PIANS SHALL REQUIRE WRITTEN APPROVAL FROM THE ENGINEER OF RECORD. 5. A COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE BOUNDARIES OF THE LAND DISTURBANCE LIMITS SHOWN ON THE PLANS SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. NO DISTURBANCE BEYOND THE DISTURBED LIMITS. 7. WHEREVER POSSIBLE, PRESERVE THE EXISTING TREES, GRASS AND OTHER VEGETATIVE COVER TO HELP FILTER RUNOFF. 8. ESTABLISH A PERMANENT VEGETATIVE COVER ON ALL EXPOSED SOILS WHERE LAND IS COMING OUT OF AGRICULTURAL PRODUCTION. PLANT AS SOON AS POSSIBLE TO ESTABLISH DENSE GRASS FILTER PRIOR TO CONSTRUCTION AND TO MINIMIZE WEED GROWTH. 9. ALL TREES NOT LISTED FOR REMOVAL SHALL BE PROTECTED. DO NOT OPERATE EQUIPMENT WITHIN THE DRIPLINE, ROOT ZONES OR WITHIN TREE PROTECTION FENCE AREAS. 10. ALL EROSION AND SEDIMENT CONTROL FACILITIES (BMP'S) SHALL BE INSTALLED AND IN OPERATION PRIOR TO LAND DISTURBANCE ACTIVITIES AND THEY SHALL BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR EROSION HAS PASSED. 11. SILT FENCE IS REQUIRED AT DOWN GRADIENT PERIMETER OF DISTURBED AREAS AND STOCKPILES. PROTECT WETLANDS, WATERCOURSES AND ADJACENT PROPERTIES FROM SEDIMENTATION AND STORMWATER RUNOFF. 12. THE BMP'S SHOWN ON THE PLANS ARE THE MINIMUM REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE/CONTRACTOR SHALL ANTICIPATE THAT MORE BMP'S WILL BE NECESSARY TO ENSURE EROSION AND SEDIMENT CONTROL ON THE SITE. DURING THE COURSE OF CONSTRUCTION, IT IS THE RESPONSIBILITY OF THE PERMITTEE/CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONSTRUCTION ACTIVITIES AND/OR CLIMATIC EVENTS AND TO PROVIDE ADDITIONAL BMP'S OVER AND ABOVE THE MINIMUM REQUIREMENTS SHOWN ON THE PLANS, AS MAY BE NEEDED TO PROVIDE EFFECTIVE PROTECTION OF WATER AND SOIL RESOURCES. 13. THE BMP'S SHALL BE INSPECTED DAILY BY THE PERMITTEE/CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. SILT FENCES CLEANED OR REPLACED AT SEDIMENT BUILDUP OF 1/3 OF THE FENCE HEIGHT. 14. LAND DISTURBING ACTIVITIES SHALL OCCUR IN INCREMENTS OF WORKABLE SIZE SUCH THAT ADEQUATE BMP CONTROL CAN BE PROVIDED THROUGHOUT ALL PHASES OF CONSTRUCTION. THE SMALLEST PRACTICAL AREA SHALL BE EXPOSED OR OTHERWISE DISTURBED AT ANY ONE TIME. 15. OPERATE TRACK EQUIPMENT (DOZER) UP AND DOWN EXPOSED SOIL SLOPES ON FINAL PASS, LEAVING TRACK GROOVES PERPENDICULAR TO THE SLOPE. DO NOT BACK -BLADE. LEAVE A SURFACE ROUGH TO MINIMIZE EROSION. 16. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED FROM EROSION WITHIN 7 DAYS OF SUBSTANTIAL COMPLETION OF GRADING IN THAT AREA. TEMPORARY SEED AND MULCH SHALL COVER ALL EXPOSED SOILS IF GRADING COMPLETION IS DELAYED LONGER THAN 7 DAYS. PERMANENT SEED AND MULCH OR SOD IS REQUIRED WITHIN 3 DAYS OF COMPLETION OF FINAL GRADING. 17. GENERAL TEMPORARY SEED SHALL BE MNDOT MIX 190 0 100 LBS. PER ACRE OR APPROVED EQUAL. PERMANENT SEED SHALL BE MNDOT MIX 270 0 120 LBS. PER ACRE OR APPROVED EQUAL. (PLANTING DATES PER SPEC 2575) MULCH SHALL BE MNDOT TYPE 1 (CLEAN OAT STRAW) 0 2 TONS PER ACRE AND DISK SHALL BE 80-80-80 NPK PER ACRE UNLESS P ANCHORED IN PLACE OR APPROVED EQUAL. FERTILIZER RESTRICTIONS APPLY) AND INCORPORATED INTO THE SEED BED. 18. WETLAND BUFFER AREAS SHALL BE SEEDED IN ACCORDANCE WITH LANDSCAPE PLAN. 19. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED. 20. AN ALTERNATE EROSION & SEDIMENT CONTROL. PLAN SHALL BE REQUIRED FOR LAND DISTURBANCES ON EACH LOT AS PART OF ANY FUTURE BUILDING PERMIT FOR THE CONSTRUCTION OF STRUCTURES AND DRIVEWAYS. / l R 1"-2" CLEAN CRUSHED ROCK GR_ /C,y41G1 6"MIN.DEPTH FOR ROCK /I C� 10"MIN.DEPTH FOR WOODCHIPS ODQC,�OC_ A� S 18" MINIMUM CUT (FF BERM -J TO MINIMIZE RUNOFF FROM SITE FILTER FABRIC RII SRC V0 NCTE FILTER FAE3RIC ShIALL BE PLACED UNDER ROCK TO STOP MUIR MIGRATION THROUGH ROCK. Cffffluuu ROCK CONSTRUCTION MU Ivulam ► ENTRANCE Z REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: 5301 FILE NAME: G:\ENG\SPECS\5301 EROSION CONTROL SCHEDULE: 1. PRIOR TO ANY CONSTRUCTION OR DEMOLITION, SILT FENCE AND FILTERS SHALL BE INSTALLED AS SHOWN TO INTERCEPT RUNOFF. 2. ALL EROSION CONTROL INSTALLATIONS SHALL REMAIN IN PLACE AND BE MAINTAINED IN GOOD CONDITION BY THE CONTRACTOR UNTIL THE SITE HAS BEEN RE -VEGETATED. CONTRACTOR MAY REMOVE NECESSARY SILT FENCING/FILTERS TO CONSTRUCT ROADWAYS, WHILE MAINTAINING ADEQUATE EROSION CONTROL IN ADJACENT AREA. 3. SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT OF 4" OF TOPSOIL FOR DISTURBED AREAS TO BE RE -VEGETATED. 4. THE CONTRACTOR SHALL SCHEDULE SITE GRADING, UTILITY INSTALLATION AND PAVEMENT CONSTRUCTION SO THAT THE GENERAL SITE CAN BE MULCHED AND RE -SEEDED SOON AFTER DISTURBANCE. AREAS THAT WILL NOT BE SUBJECT TO CONSTRUCTION TRAFFIC SHALL BE SEEDED (MnDOT MIX 190 0 100jil AND MULCHED OR SODDED WITHIN SEVEN (7) DAYS OF BEING DISTURBED. 5. CONTRACTOR SHALL INSTALL EROSION CONTROL DEVICES AS INDICATED ON THIS EROSION CONTROL PLAN AND ANY ADDITIONAL REQUIRED BASED ON MEANS, METHODS AND SEQUENCES OF CONSTRUCTION. SEDIMENT CONTROL PRACTICES: 1. SEDIMENT CONTROL PRACTICES MUST MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING CURB AND GUTTER SYSTEMS AND STORM SEWER INLETS. 2. SEDIMENT CONTROL PRACTICES MUST BE ESTABLISHED ON ALL DOWN GRADIENT PERMITERS BEFORE ANY UPGRADIENT LAND DISTURBING ACTIVITIES BEGIN. THESE PRACTICES SHALL REMAIN IN PLACE UNTIL FINAL STABILIZATION HAS BEEN ESTABLISHED. 3. THE TIMING OF THE INSTALLATION OF SEDIMENT CONTROL PRACTICES MAY BE ADJUSTED TO ACCOMMODATE SHORT-TERM ACTIVITIES SUCH AS CLEARING OR GRUBBING, OR PASSAGE OF VEHICLES. ANY SHORT-TERM ACTIVITY MUST BE COMPLETED AS QUICKLY AS POSSIBLE AND THE SEDIMENT CONTROL PRACTICES MUST BE: INSTALLED IMMEDIATELY AFTER THE ACTIVITY IS COMPLETED. HOWEVER, SEDIMENT CONTROL PRACTICES MUST BE INSTALLED BEFORE THE NEXT PRECIPITATION EVENT EVEN IF THE ACTIVITY IS NOT COMPLETE. 4. ALL STORM DRAIN INLETS MUST BE PROTECTED BY APPROPRIATE EMIRS DURING CONSTRUCTION UNTIL ALL SOURCES WITH POTENTIAL FOR DISCHARGING TO THE INLET HAVE BEEN STABILIZED. 5. TEMPORARY SOIL STOCKPILES MUST HAVE SILT FENCES OR OTHER EFFECTIVE SEDIMENT CONTROLS, AND CANNOT BE PLACED IN SURFACE WATERS, INCLUDING STORM WATER CONVEYANCES SUCH AS CURB AND GUTTER SYSTEMS, OR CONDUITS AND DITCHES. 6. SITE CONSTRUCTION ENTRANCES WILL BE AS SHOWN ON THE PLAN. ROCK CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT EACH ENTRANCE. FINAL STABILIZATION: THE CONTRACTOR MUST ENSURE FINAL STABILIZATION OF THE SITE. THE CONTRACTOR MUST SUBMIT A NOTICE OF TERMINATION NOT WITHIN 30 DAYS AFTER FINAL STABILIZATION IS COMPLETE, OR ANOTHER OWNER/OPERATOR (PERMITTEE) HAS ASSUMED CONTROL OF ALL AREAS OF THE SITE THAT HAVE NOT UNDERGONE FINAL STABILIZATION. FINAL STABILIZATION CAN BE ACHIEVED IN THE FOLLOWING WAY: ALL SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND ALL SOILS MUST BE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70 PERCENT OVER THE ENTIRE PERVIOUS SURFACE AREA. OR OTHER EQUIVALENTMEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS AND; A. ALL DRAINAGE DITCHES, (CONSTRUCTED TO DRAIN WATER FROM THE SITE AFTER CONSTRUCTION IS COMPLETE, MUST BE STABILIZED TO PRECLUDE EROSION; B. ALL TEMPORARY SYNTHETIC, AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS (SUCH AS SILT FENCE) MUST BE REMOVED AS PART OF THE SITE FINAL STABILIZATION: AND C. THE CONTRACTORS MUST CLEAN OUT ALL SEDIMENT FROM CONVEYANCES AND FROM TEMPORARY SEDIMENTATION BASINS THAT ARE TO BE USED AS PERMANENT WATER QUALITY MANAGEMENT BASINS. SEDIMENT MUST BE STABILIZED TO PREVENT IIT FROM BEING WASHED BACK INTO THE BASIN, CONVEYANCES OR DRAINAGE WAYS DISCHARGING OFF-SITE OR TO SURFACE WATERS. THE CLEAN OUT OF PERMANENTBASINS MUST BE SUFFICIENT TO RETURN THE BASIN TO DESIGN CAPACITY. SEDIMENT TRAP MANUFACTURED BY WIMCO,LLC.SHAKOPEE, MN., ESS BROS,, CORCORAN, MN. OR EQUAL SPtCIFC4;lQNS AND,STLNO RDS DESIGN LOADS ASP MANUA( OF SlrFlLONSHRUCHON 97H r00'ION. ALLOWABLE AXLE WEIGM LOAD NSA AWS STRUg1URA OINC CODE -- tiFLE 1)1.1-94. SAFETY FACTOR N/A �WpF� 29 CEP 1926 - ysy,A SAFEtt ANO NFALiH "ST�ARRS WATYR n -0'N WAC (THROUGH TYPE FIT FILTER) 0,707 CF3 W 3" HEAL ',. MAXIMUM OVERFLOW RATE 5,94 EFS 0 19• HEAD DEFLECTOR PLATE OVERFLOW 1 - CENTER OF FIUER ASSE419LK � OKFRfI DOE 2 - TOP OF CURB BOX �- 10' FILTER ASSEMOLK CURB CC -23 HIGH-FLOW 1 #61 ✓-FLO'W FARRIC NOTES: 1 CLEAN Fit FER MEDIA AFTER EACH RAIN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER .EACH RAIN EVENT. Cliff OF CATCH BASIN CEM SEDIMENT TRAP REVISED: 1-10 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME: G:\ENG\SPECS\5302A 5302A EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM: 1. INSPECT SILT FENCES IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL IMMEDIATELY REPAIR FAILED OR FAILING SILT FENCE. 2. REPLACEMENT - FABRIC SHALL BE REPLACED PROMPTLY WHEN IT DECOMPOSES OR BECOMES INEFFECTIVE BEFORE THE BARRIER IS NO LONGER NECESSARY. 3. SEDIMENT REMOVAL - SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-THIRD THE HEIGHT OF THE BARRIER. ANY SEDIMENT REMAINING IN PLACE AFTER THE SILT FENCE OR FILTER FABRIC IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH EXISTING GRADE, PREPARED, AND SEEDED WITH THE APPROPRIATE SEED MIX, OR SODDED AS DIRECTED BY THE ENGINEER. 4. REMOVAL OF SILT FENCE - SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPWARD SLOPING AREA HAS BEEN PERMANENTLY STABILIZED. IF THE UPWARD SLOPING AREA IS TO BE EXPOSED LONGER THAN SIX (6) MONTHS, THAT AREA SHALL BE COVERED WITH TEMPORARY VEGETATION WHEN FIRST EXPOSED. 5. THE CONTRACTOR MUST ROUTINELY INSPECT THE CONSTRUCTION SITE ONCE EVERY SEVEN (7) DAYS DURING ACTIVE CONSTRUCTION AND WITHIN 24 HOURS AFTER A RAINFALL EVENT GREATER THAN 0.5 INCHES IN 24 HOURS. 6. ALL INSPECTIONS AND MAINTENANCE CONDUCTED DURING CONSTRUCTION MUST BE RECORDED IN WRITING AND THESE RECORDS MUST BE RETAINED WITH THE SWPPP RECORDS OF EACH INSPECTION AND MAINTENANCE ACTIVITY SHALL INCLUDE: A. DATE AND TIME OF INSPECTIONS; B. NAME OF PERSON(S) CONDUCTING INSPECTIONS; C. FINDINGS OF INSPECTIONS, INCLUDING RECOMMENDATIONS FOR CORRECTIVE ACTIONS; D. CORRECTIVE ACTIONS TAKEN (INCLUDING DATES, TIMES, AND PARTY COMPLETING MAINTENANCE ACTMES. E. DATE AND AMOUNT OF ALL RAINFALL EVENTS GREATER THAN 1/2 INCH(0.5 INCHES) IN 24HOURS: F. DOCUMENTS OF CHANGES MADE TO THE SWPPP AS REQUIRED IN PART III.A.4. 7. WHERE PARTS OF THE CONSTRUCTION SITE HAVE UNDERGONE FINAL STABILIZATION, BUT WORK REMAINS ON OTHER PARTS OF SITE, INSPECTIONS OF THE STABILIZED AREAS MAY BE REDUCED TO ONCE PER MONTH. WHERE WORK HAS BEEN SUSPENDED DUE TO FROZEN GROUND CONDITIONS, THE REQUIRED INSPECTIONS AND MAINTENANCE MUST TAKE PLACE AS SOON AS RUNOFF OCCURS AT THE SITE OR PRIOR TO RESUMING CONSTRUCTION, WHICHEVER COMES FIRST. POLLUTION PREVENTION MANAGEMENT MEASURES: THE CONTRACTOR SHALL IMPLEMENT THE FOLLOWING POLLUTION PREVENTION MANAGEMENT MEASURES ON THE SITE: 1. SOLID WASTE: COLLECTED SEDIMENT, ASPHALT AND CONCRETE MILLINGS, FLOATING DEBRIS, PAPER, PLASTIC, FABRIC, CONSTRUCTION AND DEMOLITION DEBRIS AND OTHER WASTES MUST BE DISPOSED OF PROPERLY AND MUST COMPLY WITH MPCA DISPOSAL REQUIREMENTS. 2. HAZARDOUS MATERIAL: OIL, GASOLINE, PAINT AND ANY HAZARDOUS SUBSTANCES MUST BE PROPERLY STORED, INCLUDING SECONDARY CONTAINMENT, TO PREVENT. SPILLS, LEAKS OR OTHER DISCHARGE. RESTRICTED ACCESS TO STORAGE AREAS MUST BE PROVIDED TO PREVENT VANDALISM., STORAGE AND DISPOSAL OF HAZARDOUS WASTE MUST BE IN COMPLIANCE WITH MPCA REGULATIONS. 3. CONCRETE WASHOUT IS DONE TRUCK BY TRUCK WITH A MOBILE WASHOUT SYSTEM PROVIDED AND COMPLETED BY THE CONCRETE CONTRACTOR. RUNOFF MUST BE CONTAINED AND WASTE PROPERLY DISPOSED OF. 4. NO ENGINE DEGREASING IS ALLOWED ON SITE SAMPLE EROSION CONTROL MAINTAIN A 16 FOOT BUFFER PLAN FOR INDIVIDUAL LOTS BETWEEN EDGE of WATER AND DISTURBED SOIL • TYPE 2 HEAVY DUTY PERIMETER CONTROL REQ. ADJACENT TO SURFACE WATER OR W_AT_ERWA -SURFACE WATERS see detail Y 5300 LOT 2 ///--- LOT 3 NCE OPTION FENCE TOGEJ-HOTHER AT PROPERTY LINE OPTION 1 - CRESCENT SILT FENCE OVERLAP AT PROPERLY LINE LEGEND These et.Rdard symbols will be found io the drawing. ROOF OJy� G�-'-••"" SILT FENCE PERIMETER GQQ"P STRAW MULCH SURFACE WATER WATER FLOW DRIV S CURB BE GUTTER OVER -LAP SILT FENCE Beer S BEET STORM SEWER INLET ENTRANCE SEDIMENT CONTROL WIMCO OR SIMILAR INLET PROTECTION DETAIL 5302A * Water resources staff must be contacted before any/all dewatering activity * Perimeter sediment controls are necessary of downsloping property and street edges. Note that sediment controls need to provide containment by turning perimeter controls upslope-into property. * Perimeter controls can include filer logs, mulch berms and/or silt fence. * See MNDot spec. 3897 & 2573, * Temporary stockpiles cannot be placed in drainage swales, surface waters, or on public streets, and must have perimeter control EROSION CONTROL * Topsoil -Site has a minimum of 4-6 inches of topsoil. * Construction entrance -1 to 2" clean crushed rock at a depth of 6 inches. * House Roof Perimeter -Straw mulch at 2 inches deep around house directly below roof line. If house has rain gutters, downpouts need energy dissipation. IF Slopes -Steeper than 4:1 with positive grade to surface waters of the state need erosion control blankets and temporary or permanent seeding. * See MNDot Spec. 3885 & 2575. * Swales-Need blankets over final 200'. * Swales-Need check td�ams if slope is 4:1 or greater. affol" EROSION CONTROL FOR I1lltIIli16 sm INDIVIDUAL LOTS (TYP.) REVISED: 2-13 ENGINEERING DEPARTMENT PLATE NO.: FILE NAME: G:\ENG\SPECS\53028 I 53028 PAD WIDTH = 60'-70' (SEE PLAN) PAD TYPE = W (FT.) A= GROSS H.D. 3.0 B= TOPSOIL RESPREAD 0.5 C= NET H.D. 2.5 D= F.G. GFE TO F.G. REAR EL 10 E= BENCH LENGTH SEE PLAN F= SLOPE & REAR FLAT LENGTH SEE PLAN G= OVERSIZING 5 H= S/G SLOPE (X' VERT. TO 1 HORIZU 2 1= F.G. TO TOP OF BLACK 0 RFL 0 J= BLDG SETBACK 30 (MIN.) ROW J G E F G TBC B C D A \ H SLOPE 2 (HOR17. DIST. TO 1' VERT.) LOOK OUT AND WALK OUT PADS MOTTO SCALE ALL NUMBERS IN FEET HOLD DOWN DETAILS ANCHORTRENCH (SEE DETAIL AND NOTES BELOW) WOODEN LATH SHALL BE NAILED SE.CUREL.Y TO THE POST MEMBER TO SECURE FILTER FABRIC. 2" X 4" X 3' LONG WOOD POSTS, 8 REQ'D. NUTLS- CONTRACTOR SHALL. CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARANCE TO EDGES OF STRUCTURE SILT BOX TO BF PLACED ON AN EVEN SURFACE 6' BELOW SIRUCIURE OPENING. TOP OF SILT BOX TO EXTEND 18' MINIMUM ABOVE EXISTING GRADE. 2" X 4" HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED 10 EACH POST USING 2-161) COMMON NAILS MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE 3886-1 (MACHIN SLCED). ADDITIONAL B-10" OF FABRIC FLAP AT BOTIOF.i Of BOX 8-10" FABRIC FLAP- BURY UNDER ROCK TO PREVENT UNDERWASHING 2" WASHED ROCK 1' DEEP X 2' WIDE iRD ur SILT BOX SEDIMENT TRAP REVISED: 1-10 1ENGINEERING DEPARTMENT PLnTE N0` 5302C FILE NAME: G:\ENG\SPECS\5302A OVERLAP END JOINTS MINIMUM OF 6" AND STAPLE OVERLAP AT 1.5' INTERVALS. qFc . OA, 0 F OVERLAP STAPLE PATTERN/DENSITY SHALL LONGITUDINAL ]DINTS FOLLOW MANUFACTUPFRS MINIMUM OF 6' SPECIFICATIONS ANCHORTRENCH 1. DIG 6"X6"TRENCH h 703' 2. LAY BLANKET IN TRENCH 3. STAPLEAT1.5' INTERVALS 4. BACKFRL WITH NATURAL OTEXC D COMPACT 5. BLANKET LENGTH SHALL NOT EXCEED 100' WITHOUT AN ANCHOR TRENCH b µI NOTE: SLOPE SURFACE SHALL BE FREE OF ROCKS, SOIL CLUMPS, STICKS, VEHICLE IMPRINTS, AND SEARS. BLANKETS SHALL HAVE GOOD SOIL CONTACT. EROSION CONTROL BLANKET INSTALLATION UNDISTURBED VEGETATION Ir ,��\•` r/moi TRACKED EQUIPMENT TREADS CREATE GROOVES PERPENDICULAR TO SLOPE DIRECTION. NOTE: ALL SLOPES WITH A GRADE EQUAL TO OR STEEPER THAN 3:1 REQUIRE SLOPE TRACKING, SLOPES WITH A GRADE MORE GRADUAL THAN 3:1 REQUIRE SLOPE TRACKING IF THE STABILIZATION METHOD IS EROSION CONTROL BLANKET OR HYDROMULCH. SLOPE TRACKING I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE SPECIFICATION, OR REPORT WAS DESIGNED: MPR i PREPARED BY ME OR UNDER MY 6-5-15 CITY SUBMITTAL 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT DRAWN: PLN 6-16-15 CITY COMMENTS GLACCUM 1 �� �� N I , AM A DULY LICENSED DS 8-14-15 CITY SUBMITTAL Minneapolis, MN 55415 PROFESSIONAL ENGINEER UNDER PROTECT NO: 215-0030 THE LAWS OF THE STATE OF .... ... _. ... 612..758.3080 MAIN MINNESOTA 15250 WAYZATA BOULEVARD 612.758.3099 FAx CONSTRUCTION DOCUMENTS EROSION AND SEDIMENT CONTROL SUITE 101 ALL 1 A N T MARK RAUSCH, PE QA/QC REVIEW WAYZATA, MN 55391 www.alliant-inc.com NOTES AND DETAILSLTL p PHONE (612) 990-0666 E N G I N E E R I N G DATE LICENSE NO. BY DATE FINAL PLAT SUBMITTAL SHEET 9 �l 15 E Q 0 N ME 0 N Q 6 3 m I 0 n O V-) O O Ln i co 0 a 0 c Q _c m c 0 Q i 0 0 0 Ln i Ln 0 N X N 6 C a C O NOTES: 1. ALL NEW MAIN LINE STORM SEWERS SHALL BE VIDEO INSPECTED AT OWNERS EXPENSE, AND A CD/DVD SHALL BE PROVIDED TO THE CITY. 2. HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE) ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE STRUCTURES. 3. INSTALL DRAINTILE AT CATCH BASIN LOCATIONS PER CITY STANDARD DETAIL 5232. DRAINTILE CONNECTIONS TO STORM SEWER STRUCTURES SHALL BE -2.1' BELOW RIM ELEVATION AT CURB. 4. ALL INTERSECTION CURB RETURNS SHALL BE B618. 5. TIE ALL STORM SEWER PIPE JOINTS BETWEEN FLARED END SECTIONS AND STRUCTURES. 6. SEE SITE, SIGNAGE, AND LIGHTING PLAN FOR SIGN & LIGHTING LOCATIONS. STRUCTURE AND CASTING SCHEDULE MH NO. SIZE CASTING 1 72" DIA R -3067-V 2 72" DIA R-4342 3 48" DIA R-4342 NOTES: 1. ALL CASTINGS SHALL BE NEENAH OR APPROVED EQUAL. GRANULAR AGGREGATE MNDOT 3149.2H _4" PE PERFORATED PIPE 6" MIN 6" ril►_11 2" I V-4" I l GEOTEXTILE WRAP SHALL BE ADDED 4A PERFORATED DRAINTILE INSTALLATION (NOT TO SCALE) e 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PHONE (612) 990-0666 DRAINTILE TO BE INSTALLED DURING HOME CONSTRUCTION i -EDGE OF WETLAND FES 4 - - - - - WETLAND � � - g W/ 5 CY CL -3 RIP -RAP \ P ---------I OUTLOTA \ / MH 3 EDGE OF WETLAND -� ` �, OCS 2 W/ (PERFORATED SEDGE OF WETLAND 7/ `-�' II SUMP) 6.0 CY PERMANENT /� I REINFORCEMENT MAT 4 BLOCK 1 s I I I 1 4" DRAINTILE \ OUTLET IE: 1007.9 l \ � I 1 1 1/ CB 1 W/ 2 I:PE ORATED o i I � I �- i( SUMP),,���Q II I 120' OF 4"' DRAINTILE cjJ I � ------------- CU --- Q Q= STOP SIGN AND \ v; STREET NAME � 7 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN 612.758.3099 FAX A L L I A N T www.alliant-inc.com E N G I N E E R I N G I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA MARK RAUSCH, PE DATE LICENSE NO. SAW CUT 1' FROM---- EX. ROMJEX. LIP OF CURB HIGH PT STA: 1147.00 HIGH PT ELEV: 1030.91 p Z < 1050 PVI ELEV:103. .31 r v 1 o > Lu o J01 PERFORATE C5 o m 1070 LLIY 1�� Z N< O a+ + O )' J O U + Do <µr _J ~� 00)6 POROUS STONE MINIMUM 40% VOID SPACE. (1"-2" WASHED, CLEAN AGGREGATE, EXTEND POROUS STONE A O OF RC SUMP SECTION) V) � ',, Fw-- .'. 1060 AND TO THE SIDES OF HDPE I W,� J HIGH PT STA: 1147.00 HIGH PT ELEV: 1030.91 +. +00 1040 ,I II L� tN p =v N� a w EXISTING v> + o+ FINISHED C/L N w m °� GROUNDI > w N GRADE w 1030 - EXISTING LAKE LUCY-✓ ROAD PAVEMENT EDGE (CURB LIP) 1020 1010 1000 PROJECT TEAM DESIGNED: MPR DRAWN: PLN PROJECT NO: 215-0030 QA/QC REVIEW BY DATE I PVI STA: +7 00 1050 PVI ELEV:103. .31 K: 20.00 LVC:60.001 o o PERFORATE C5 o m cV� �O 0 QCO 0 +. +00 1040 ,I II L� tN p =v N� a w EXISTING v> + o+ FINISHED C/L N w m °� GROUNDI > w N GRADE w 1030 - EXISTING LAKE LUCY-✓ ROAD PAVEMENT EDGE (CURB LIP) 1020 1010 1000 PROJECT TEAM DESIGNED: MPR DRAWN: PLN PROJECT NO: 215-0030 QA/QC REVIEW BY DATE I IE+PIPE DIA. PERFORATE HDPE IE ELEV )' IE .5 FT <µr ® Q POROUS STONE MINIMUM 40% VOID SPACE. (1"-2" WASHED, CLEAN AGGREGATE, EXTEND POROUS STONE A MIN. OF 6" BELOW AND TO THE SIDES OF RC SUMP SECTION) Q EXTEND POROUS STONE 6" BELOW UNDERGROUND AND TO THE SIDES OF HDPE INFILTRATION STORAGE LINE POROUS STONE MEDIUM (48" PERFORATED 3 WITH NON -WOVEN GEOTEXTILE Q HDPE PIPE) FABRIC ` ® STRUCTURAL FILL -LIGHT POLE 48" PERFORATED HDPE 4" DRAINTILE U NDER CURB __- UNDERGROUND STORAGE DETAIL SURMOUNTABLE CURB & GUTTER (NOT TO SCALE) -START 10' TRANSITION TO -I-SURMOUNTABLE-CURB -&--- GUTTER N STA: 1 +57.27 PED RAMPS 0 25 50 100 SCALE IN FEET 1070 1060 1 1050 1 1040 ~w cn Lj Cn 5 �2.009 1030 0q CB 1 14.289 STA: 2+35.68 OFF: -19.70L �RIM: 1027.00 1 020 90.0' of 48" RCPT CL -5 ® 01.22% 1 010 N 00 r co N r'j CO LCl O 0p CD p NO 0p 1+00 DATE ISSUE 6-5-15 CITY SL 6-16-15 CITY CC 8-14-15 CITY SU 2+00 DATE ISSUE 3+00 1000 1050 1040 )ISTURBED SOIL D 72" MANHOLE TO TOP SLAB. V PERFORATIONS 0 90' INTERVALS AROUND MANHOLE, STAGGER PERFORATIONS AT 6" VERTICAL INTERVALS. LINE POROUS STONE MEDIUM WITH GEOTEXTILE FABRIC. 3' - 72" MANHOLE SECTION 1"-2" WASHED, CLEAN AGGREGATE. EXTEND POROUS STONE A MIN. OF 12" BELOW AND TO THE SIDES OF RC SUMP SECTION, UNDISTURBED SUBGRADE 48" DEEP PERFORATED SUMP OCS (CBMH 1 SUMP SHALL BE PERFORATED) (NOT TO SCALE) STORM SEWER 1 - 4 CB 1' STA: 0+10.00 OFF: 0.00 RIM: 1027.00 INV OUT: 1015.20 SUMP,: 1011.20 1020 1010 �116111 tie] 1050 I OCS 2 STA:1 +00.00 1040 OFF: 0.00 RIM:1022.80 INV IN: 1015.00 (S) INV OUT:1019.20 (N) SUMP: 1011.00 1 030 ... STA: 1+35.50 OFF: 0.00 [RIM: 1015.33 INV IN:1011.19 (S) INV OUT:,1006.49 (W), 1020 FINISHED GRADE 90.0' of 48" PERF] HDPE © 0.22%L 35.5of 2"j HDPE © 22.56% - 36.9'- of 12" RCP CL -5''i ® 1.33% r N r O 0O O O n PI) O O 00 00 O O FES 4 STA: 1+72 42 1 01 0 OFF: -0.19L �RIM: 1006.75 INV IN:1006.00 (E) 1000 0+00 1+00 2+00 GLACCUM HIGHLANDS 10 CONSTRUCTION DOCUMENTS STREET AND STORM SEWER PLAN AND PROFILES FINAL PLAT SUBMITTAL SHEET 10 Of 15 I N O N I L0 0 N ri c� Q Q I 0 a 0 n 0 0 LO i cn 0 Q 0 co m c a 0 0 n 0 O Ln i Ln 0 N i X N 0 c C .3 0 0 NOTES: 1. THE CONTRACTOR SHALL CONTACT THE SEWER AND WATER DEPARTMENT 24 HOURS PRIOR TO ANY PUBLIC SEWER/WATERMAIN CONNECTION. 2. HIGH DENSITY POLYETHYLENE EXTRUDED (HDPE) ADJUSTING RINGS ARE REQUIRED FOR ALL MANHOLE STRUCTURES. 3. SANITARY SEWER MAIN SHALL BE INSTALLED PER CITY OF CHANHASSEN SPECIFICATIONS & DETAIL PLATES. 4. WATERMAIN SHALL BE INSTALLED PER CITY OF CHANHASSEN SPECIFICATIONS & DETAIL PLATES. 5. TYPICAL LOT SERVICES: SAN - 4" PVC SOLVENT WELDED SDR 26 OR SCH 40 (SEE DETAIL) WAT - 1" TYPE "K" COPPER (SEE DETAIL) LEGEND: S = SANITARY SERVICE WYE STATION(FROM DOWNSTREAM MH) IE = SANITARY SERVICE INVERT ELEVATION CBE = CURB BOX ELEVATION 1050 OUTLOT A REMOVE AD REPLACE EXISTING CONNECT TO EXISTING 18" DIP -- PAVEMENT WITH EQUIVALENT SECTIONI'Y SAVAGE EX HYDRANT, ADD T Ig OF 6 DIP AND REINSTALL CONTRACTOR TO PROVIDE TRAFFIC CONTROL I� HYDRANT IN NEW LOCATION PLAN TO CITY ENGINEERING FOR REVIEW AND APPROVAL PRIOR TO CONNECTION WORK _ WET TAP CONNECT TO EX 18" W%M CORE DRILL IN MH, RECONSTRUCT INVERT /�EX SAN MH SANITARY SEWER MH 3 - MH 1 1010 1000 288.5' of 8" PVC SDR 26 @ 0.407 TO RECEIVE DIRECTIONALLY BORED SEWER LAKEWAY COURT IE 1001.04 3AN MH 1 O 3TA:1 +40.00 1050 )FF: 0.00 0 2lk 1031.05 0 NV IN: 1005.10 (W) NV IN:1012.00 (N) NV OUT: 1005.00 (S) INV 1040 CD h O O N Lo 0 0 0 0 0 0 CD 0 0 1030 1 1020 1 1010 1 1000 1 Me] No 1070 1060 1050 o z ch:O H >— U U � D 0 i ~ I v bd Q+ 0O < + U + \t¢— of UN N N 1 � 1040 FINISHED C/L—\ GRADE 1030 EXISTING 'LAKE LUCY ROADi.PAVEMENT EDGE (CURB LIP) 1020 WET TAP CONNECT TO EX 18" DIP W/M 1010 1070 1 1060 1 1050 1 I[eZrem Itexte7 1020 1 1010 1 20.0' of 8" APPROVED COMMERICAL DIP @ 1.00% ADAPTOR 1000 INV: 1005.00 CONSTRUCT 7.00' 1000 OUTSIDE DROP n � 00 N 0 rD CD N M N Ln 0 00 00 00 3+00 2+00 1+00 0+00 1+00 2+00 3+00 IE ,.... _. _.. I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE I SPECIFICATION, OR REPORT WAS DESIGNED: MPR 3 PREPARED BY ME OR UNDER MY 6-5-15 CITY SUBMITTAL S a 233 Park Ave S, Ste 300 DIRECT SUPERVISION AND THAT I DRAWN: PLN 6-16-15 CITY COMMENTS ' AM A DULY LICENSED Minneapolis, MN 55415 PROFESSIONAL ENGINEER UNDER (! PROJECT NO: 215-0030 8-14-15 CITY SUBMITTAL ,. I THE LAWS 612.758.3080 MAIN MINK SOTAF THE STATE OF 15250 WAYZATA BOULEVARD 612.758.3099 FAX SUITE 101 MARK RAUSCH, PE QA/QC REVIEW A L L I A N T www.alliant-inc.com WAYZATA, MN 55391 PHONE (612) 990-0666 ENGINEERING DATE LICENSE NO. BY DATE N 0 25 50 100 SCALE IN FEET SANITARY SEWER MH 1 - EX MH 1010 11 h 1010 1.92% 1000 1000 86' DIRECTIONAL B 990 990 980 980 coLn — N O 0 c N M O 0 00 00 0 0 0+00 1+00 2+00 M HIGHLANDSGLACCU 11 CONSTCONSTRUCTION DOCUMENTS SANITARY SEWER AND WATER MAIN RUCTION 1\ lJ 1 .l 1 \ 11 lJ 1 \ PLAN AND PROFILES SHEET 11 OF 15 FINAL PLAT SUBMITTAL SAN MH 1 1050 STA: 1 +40.00 OFF: 0.001050 RIM: 1031.05 INV IN:1005.10 (W) INV IN:1012.00 (N) INV OUT:1005.00 (S) EX MH 1040 STA: 0+25.48 1040 OFF: -184.07L RIM: 1025.12 INV IN:1001.44 (N) EXISTING GROUND: 1030 - --___ 1030 \ \ \ 1 020 ---- EX 18" DIP W ane rRncc 1 020 1010 11 h 1010 1.92% 1000 1000 86' DIRECTIONAL B 990 990 980 980 coLn — N O 0 c N M O 0 00 00 0 0 0+00 1+00 2+00 M HIGHLANDSGLACCU 11 CONSTCONSTRUCTION DOCUMENTS SANITARY SEWER AND WATER MAIN RUCTION 1\ lJ 1 .l 1 \ 11 lJ 1 \ PLAN AND PROFILES SHEET 11 OF 15 FINAL PLAT SUBMITTAL / j /.� ' �' /� /,%///��/' ����. -� / is 1 /,,/./ �.i :' ✓ '.','. / ,/ % / i //./ :' ;/ /. / ////// // //�. ' �E Aih Iwo / .. ,. _ ♦ r. i. .ICS.>Y v.., `<�. ., .. .� a: _r .. -__: n -___- .._ .. ,. w. .. ., A^.... ,. aa.: ., ffiisJ...H'F FYYdAA�.i• `?F. <., .. ; -. ,a r. ,� � - Yiw..: Gvk. • , • • • • note] • • 1 11 • , • • • 1 • • 1 1 • ♦ W � � W ♦ IEDGE OF WETLAND i" / <- I i y ) V '# 674 t 1 2 i 't 1 1 1�Q8` f 1 1528 9 r j I j { I qq�� .� �"��+k9GE OF WETLAND WETLAND � �7 7 / + 15 li OUTLOT A �` 167 �" �1 /r ti 1526 r -1652 1 t , I ' / 1 3,' 151T r, EDGE OF WETLAND 8 .• r t r _ a �t // r 6�4�� -1524 — —— — 1651 �' , 1` .,, EDGE OF WETLAND r' r��. yr ;- S L` / y r r 1530 67 � � / . �tI ! I � j f �'lfr I � ,f t 1/6 1569 r- 1572 r ,.,a + �16r / 1�18 2t J i r j r i 15 �3 �F" $0' - ♦ 570 `" 6 � L i I y r 1 522 ~ _ r , 1 S •�` / i l 1^ j 1158 Jn * w.., . 76 Ar 1x521.. ' v 1 i y� , 16�� ` TREE PROTE6`TI ON 15812 � i UMITS/SIL'7 FENCE- 1520 ) t l W 1583 1, _ -_.-- �_ �3 ✓ 1 f �1, � �� 8` - •` ' ' 1544 � t 1'31 1555 A 6140 '�32 16 .44 _ 16,g,Jj6 — — t 16 ~ X 543 1533 i, 154 86 ' 1 6A 1550 - _ �, '1541' ../ �. I 1650 L 1/5 195_,�..5 f159� 6 1898 _ 156 15 - i _-- 0- ' 153 9 W _1594 -_- a -1562-' N od� 1 X15 31 ` N i (1597 1590 - T5 1534 pI W 148 y� rO I 96 1 l 95LO I'C14 W � � ` I J,560 v O ( - r� 1 s I i V) _ �! �u ... 1 i �, i i Q 7 \ l \ 1 � 1535 , - ov >t - - 1 ? J \.1e _�._ ..._ j ..._ ... r . .. "_.. ..._ ... `.. — .. _ — _ IL, _. --. _ .., _._ ,.y�___...,........._... (� ..... O i Y LU ' r LAKE � CROAD / r 8F ✓ 4- C CP m - Q) N N TREE INVENTORY & CALCULATIONS TAG NO D.B.H. (IN) TOTAL D.B.H. (IN) COMMON NAME REMOVE REMOVE INCHES REMOVE NOTES REMARKS EXEMPT TOTAL 1502 19 BOX BOX ELDER + LN 1503 15,15 BOX ELM 17 + CDT, 1504 13 BOX BASSWOOD 13 + LN 1505 19 BOX BASSWOOD + 1506 12 BOX BASSWOOD + + 1507 16 BOX ASH CDT, 1508 18 BOX ASH CDT 1509 20 BOX ELM LN + 1510 10 BOX BASSWOOD X 10 DEI, LN 1511 15 BOX BASSWOOD X 15 1586 1512 14 BOX BASSWOOD X 14 + 1513 12 BOX BOX ELDER X 12 + 1514 10 BOX SUGAR MAPLE X 10 + 1517 20 BOX BOX ELDER X 20 LN, CAV 1518 11 BASSWOOD BASSWOOD 16 CDT 9, 4,5 + 1519 24 ASH ELM X 24 + 1520 24 BASSWOOD ASH X 24 + 1521 17 BASSWOOD ASH X 17 1594 1522 17 BASSWOOD ASH X 17 LN, CDT 1523 15 BASSWOOD ASH X 15 CDT 1524 12 ASH ASH X 12 SEN 1525 21 BASSWOOD ASH X 21 1598 1526 9 ASH BOX ELDER + 1527 16,16 ASH ELM LN CDT 1528 14 ASH ASH LN OFFSITE 1529 12 BOX ASH SEN 1642 1530 30 BOX RED OAK 1643 1531 17 BOX BOX ELDER + LN, CDS 1532 21 BOX BOX ELDER + 1533 27 BOX BOX ELDER 17 DAM, SEN, REM COS, OK 1534 25 BOX ASH X 25 CDT 1535 28 BOX SUGAR MAPLE + SP. 1536 16 BOX BOX ELDER X 16 + 1537 25 BOX ELM X 25 DEAD REM 1538 13 BOX HACKBURY X 13 + 1539 15 BOX BOX X 15 1652 1540 16 BOX ASH X 16 1653 1541 18 Box ASH LN + 1542 13 SUGAR MAPLE ASH + DEAD 1543 32 BOX WHITE POPLAR X 32 LN 1544 20 BOX BOX ELDER X 20 + 1545 17 BOX WHITE POPLAR X 17 1659 1546 22 BOX ASH LN 1660 1547 17 BOX BOX ELDER X 17 LN, DEAD LIMB 1548 31 BASSWOOD WHITE OAK X 31 SP, 1549 11 BOX ASH OFFSITE 1550 12 BOX BOX X 12 LN 1551 15 BOX BOX X 15 LN 1552 15 BOX BASSWOOD X 15 +, CDT 1553 10 BOX BOX X 10 LN 1554 12 BOX BOX X 12 1669 1555 15 BOX BOX 19 IN SEV, STEM, REM 1556 15 BOX BASSWOOD LN, DAM TERM CDT, 8" 1557 13 BOX ASH ROT, LN + 1558 12 BOX ASH X 12 + 1559 15 BOX ASH X 15 + 1560 12 BOX WHITE OAK X 12 + 1561 13 BOX BOX ELDER X 13 + 1562 12 BOX BASSWOOD X 12 + 1563 15 BOX BOX LN SEV, TERM 1564 10 BOX BOX X 10 ILN 1565 11 BOX BOX X 11 ILN 1566 16 BOX ELDER BOX 16 LN OFFSITE 1567 13 BOX BOX 19 JLN, CAV 1683 1568 16 BOX ELDER BOX LN 1684 1569 20 BOX REDOAK LN, SEN 1685 1569 20 BOX ELDER BOX DEA, SEN 1570 12 ELM BOX 22 + LN 1571 17 BOX BOX + + 1572 14 BOX BOX LN LN,CAV 1573 12 ELM BOX + LN, CAV 1574 16 ELM BOX 1 1+ 1695 1575 14 _ BOX 11 1 ICAV, LN LN TOTAL DIA. IN 2237 KEY LN - DENOTES REE IS SUCCEPTIBLE TO WIND THROW IF SOLITARY 1 I TREE PRESERVATION NOTES. CAV - DENOTES VISIBLE SIGNS OF CAVITY AND ROT t�, r DAM - DENOTES REE SHOWING SIGNS OF DAMAGE '�. DAM TERM -. DENOTES A EE AT HAS LOST ITS TERMINAL STEM LEADER o RHI Q ! 1. BEFORE ANY CONSTRUCTION OR GRADING OF DEVELOPMENT PROJECT IS TO OCCUR, A TREE PROTECTION SEN - DENOTES SENESCENCE OR A TREE IN A STATE OF DECLINE EIHERE DUE TO LEGEND ! j� BE INSTALLED AROUNDT LEAST 4 ET HENHEIGHT DRP LNENOF WOODED TEAS,STS THENO LESS DRIP LNESAOFEEXSTINGERY 5 FREESSTOLL AGE, BE CDT - DENOTESEASMUOLTIPLEESTATION STEMM D TRUNK AND IS OR MAY BECOME INCLUDED. W ..Il DER - DENOTES SIGNIFICANT DEAD LIMB WITH POTENTIAL FOR SEPARATION O ` Y I PRESERVED OR AT THE PERIMETER OF THE CRITICAL ROOT ZONE (WHICHEVER IS GREATER). SIGNS M ,1524 \, !"~ REM - DENOTES REMOVE; REE SHOULD BE REMOVED DUE TO DEFORMITY OR SHALL BE PLACED ALONG THIS FENCE LINE IDENTIFYING THE AREA AS A TREE PROTECTION AREA AND i - I �' SENESCENCE O i �� PROHIBITING GRADING BEYOND THE FENCE LINE. THIS FENCE MUST REMAIN IN PLACE UNTIL ALL + - DENOTES A QUALITY TREE N + EXISTING TREE TO REMAIN l GRADING AND CONSTRUCTION ACTIVITY IS TERMINATED. Ln I -1524 { 2. NO EQUIPMENT, CONSTRUCTION MATERIALS OR SOIL MAY BE STORED WITHIN THE DRIP LINES OF ANY SIGNIFICANT TREES TO BE PRESERVED. o I EXISTING TREE TO BE REMOVED I _ 3. NO ENCROACHMENT, LAND DISTURBANCE, GRADE CHANGE, TRENCHING, FILLING, COMPACTION OF CHANGE ,1524 IN SOIL CHEMISTRY SHALL OCCUR WITHIN FENCED AREAS PROTECTING SIGNIFICANT TREES. i v EXISTING TREE (OFFSITE) 4. CONTRACTOR TO PREVENT THE CHANGE IN SOIL CHEMISTRY DUE TO CONCRETE WASHOUT AND LEAKAGE E OR SPILLAGE OF TOXIC MATERIALS, SUCH AS FUELS OR PAINTS. 0 / 5. DRAINAGE PATTERNS ON THE SITE SHALL NOT CHANGE CONSIDERABLY CAUSING DRASTIC ENVIRONMENTAL ■ ■ ■ ■ ■ TREE PROTECTION LIMITS CHANGES IN THE SOIL MOISTURE CONTENT WHERE TREES ARE INTENDED TO BE PRESERVED. 0 15 30 60 SILT FENCE 3 6. DEAD, DISEASED OR DYING SIGNIFICANT TREES WERE NOT INCLUDED AS PART OF THE EXISTING TREE o INVENTORY. o SCALE IN FEET — — — — — — — — — — _ — — — — — — — (.S} 7. NO SIGNIFICANT TREES SHALL BE REMOVED UNTIL THIS TREE PRESERVATION PLAN IS APPROVED BY THE CITY OF CHANHASSEN. I I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE SPECIFDIRECICATION,OR SIONANDTWAS HAT GLACCUM HIGHLANDS PREPARED BY ME OR UNDER MY DESIGNED: MK 6-5-15 CITY SUBMITTAL 11. 1117-1 233 Park Ave S Ste 300 DIRECT SUPERVISION ANDTHATI DRAWN: EMR. 6-16-15 CITY COMMENTS 13 AMA DULY LICENSED Minneapolis, MN 55415 LANL)scAPEARCHITECT UNDER PROJECT NO: 215-0030 5-14-15 CITY SUBMITTAL 612.758.3080 MAIN MINNESOTA FTHE STATE OF CONSTRUCTION DOCUMENTS TREE INVENTORY AND PRESERVATION PLAN 15250 WAYZATA BOULEVARD 612.758.3099 FAx AJ C REVIEW A L L I A N T SHEET 13 �F I S SUITE 101 MARK Q Q FINAL PLAT SUBMITTAL WAYZATA, MN 55391 VVWW.alllant-ICIC.COm PHONE (612) 990-0666 E N G I N E E R I N G DATE LICENSE NO. BY DATE D.B.H. (IN) TOTAL D.B.H. (IN) REMOVE COMMON NAME REMOVE INCHES EXEMPT REMOVE NOTES REMARKS TOTAL F1576 15 BOX + 17 BOX X 17 + 13 BOX X 13 + 15 BOX 1580 10 BOX + 1581 16 BOX 1582 16 BOX 1583 18 BOX LN 1584 18 BOX LN 1585 16 BOX LN 1586 12 BOX X 12 + 1587 14 BOX X 14 1588 16 BOX X 16 LN 1589 12 BOX X 12 LN 1590 16 BASSWOOD X 16 CDT 9, 4,5 1591 20 ASH X 20 1592 16 BASSWOOD X 16 CDT 1593 16 BASSWOOD X 16 CDT 1594 14 BASSWOOD X 14 CDT 1595 16 BASSWOOD X 16 CDT 1596 16 ASH X 16 1597 14 BASSWOOD X 14 1598 12 ASH 1599 12 ASH LN 1600 14 ASH LN 1641 16 BOX SEN 1642 9 BOX 1643 13 BOX + 1644 11 BOX 1645 17 BOX X 17 DAM, SEN, REM 1646 14 BOX LN 1647 12 BOX + 1648 14 BOX LN 1649 14 BOX LN, SEN 1650 10 BOX X 10 1651 14 BOX LN 1652 18 BOX LN 1653 14 Box LN 1654 12 SUGAR MAPLE + 1656 16 BOX LN, DAM 1657 13 BOX LN, DAM TERM 1658 14 BOX LN 1659 12 BOX LN 1660 16 BOX LN 1662 12 BASSWOOD X 12 1663 11 BOX 1664 11 BOX SEN, REM 1665 13 BOX X 13 LN, SEN, REM 1666 20 BOX + 1667 17 BOX X 17 IN 1668 15 BOX X 15 OK 1669 19 BOX X 19 IN 1670 14 BOX LN, DAM TERM 1671 20 BOX ROT, LN 1674 17 BOX I LN 1675 11 BOX + 1676 11 BOX + 1677 17 BOX DAM, LN 1678 16 BOX 1679 14 BOX LN 1680 14 BOX X 14 1681 14 BOX X 14 1682 16 BOX ELDER X 16 LN 1683 19 BOX X 19 JLN, CAV 1683 19 BOX ELDER LN 1684 14 BOX LN, SEN 1685 15 BOX ELDER 1686 22 ELM X 22 + 1687 10 BOX + 1688 12 BOX LN 1689 13 ELM + 1690 22 ELM 1 1+ 1695 11 BOX X 11 1 ICAV, LN TOTAL DIA. IN 2237 KEY LN - DENOTES REE IS SUCCEPTIBLE TO WIND THROW IF SOLITARY 1 I TREE PRESERVATION NOTES. CAV - DENOTES VISIBLE SIGNS OF CAVITY AND ROT t�, r DAM - DENOTES REE SHOWING SIGNS OF DAMAGE '�. DAM TERM -. DENOTES A EE AT HAS LOST ITS TERMINAL STEM LEADER o RHI Q ! 1. BEFORE ANY CONSTRUCTION OR GRADING OF DEVELOPMENT PROJECT IS TO OCCUR, A TREE PROTECTION SEN - DENOTES SENESCENCE OR A TREE IN A STATE OF DECLINE EIHERE DUE TO LEGEND ! j� BE INSTALLED AROUNDT LEAST 4 ET HENHEIGHT DRP LNENOF WOODED TEAS,STS THENO LESS DRIP LNESAOFEEXSTINGERY 5 FREESSTOLL AGE, BE CDT - DENOTESEASMUOLTIPLEESTATION STEMM D TRUNK AND IS OR MAY BECOME INCLUDED. W ..Il DER - DENOTES SIGNIFICANT DEAD LIMB WITH POTENTIAL FOR SEPARATION O ` Y I PRESERVED OR AT THE PERIMETER OF THE CRITICAL ROOT ZONE (WHICHEVER IS GREATER). SIGNS M ,1524 \, !"~ REM - DENOTES REMOVE; REE SHOULD BE REMOVED DUE TO DEFORMITY OR SHALL BE PLACED ALONG THIS FENCE LINE IDENTIFYING THE AREA AS A TREE PROTECTION AREA AND i - I �' SENESCENCE O i �� PROHIBITING GRADING BEYOND THE FENCE LINE. THIS FENCE MUST REMAIN IN PLACE UNTIL ALL + - DENOTES A QUALITY TREE N + EXISTING TREE TO REMAIN l GRADING AND CONSTRUCTION ACTIVITY IS TERMINATED. Ln I -1524 { 2. NO EQUIPMENT, CONSTRUCTION MATERIALS OR SOIL MAY BE STORED WITHIN THE DRIP LINES OF ANY SIGNIFICANT TREES TO BE PRESERVED. o I EXISTING TREE TO BE REMOVED I _ 3. NO ENCROACHMENT, LAND DISTURBANCE, GRADE CHANGE, TRENCHING, FILLING, COMPACTION OF CHANGE ,1524 IN SOIL CHEMISTRY SHALL OCCUR WITHIN FENCED AREAS PROTECTING SIGNIFICANT TREES. i v EXISTING TREE (OFFSITE) 4. CONTRACTOR TO PREVENT THE CHANGE IN SOIL CHEMISTRY DUE TO CONCRETE WASHOUT AND LEAKAGE E OR SPILLAGE OF TOXIC MATERIALS, SUCH AS FUELS OR PAINTS. 0 / 5. DRAINAGE PATTERNS ON THE SITE SHALL NOT CHANGE CONSIDERABLY CAUSING DRASTIC ENVIRONMENTAL ■ ■ ■ ■ ■ TREE PROTECTION LIMITS CHANGES IN THE SOIL MOISTURE CONTENT WHERE TREES ARE INTENDED TO BE PRESERVED. 0 15 30 60 SILT FENCE 3 6. DEAD, DISEASED OR DYING SIGNIFICANT TREES WERE NOT INCLUDED AS PART OF THE EXISTING TREE o INVENTORY. o SCALE IN FEET — — — — — — — — — — _ — — — — — — — (.S} 7. NO SIGNIFICANT TREES SHALL BE REMOVED UNTIL THIS TREE PRESERVATION PLAN IS APPROVED BY THE CITY OF CHANHASSEN. I I HEREBY CERTIFY THAT THIS PLAN, PROJECT TEAM DATE ISSUE DATE ISSUE SPECIFDIRECICATION,OR SIONANDTWAS HAT GLACCUM HIGHLANDS PREPARED BY ME OR UNDER MY DESIGNED: MK 6-5-15 CITY SUBMITTAL 11. 1117-1 233 Park Ave S Ste 300 DIRECT SUPERVISION ANDTHATI DRAWN: EMR. 6-16-15 CITY COMMENTS 13 AMA DULY LICENSED Minneapolis, MN 55415 LANL)scAPEARCHITECT UNDER PROJECT NO: 215-0030 5-14-15 CITY SUBMITTAL 612.758.3080 MAIN MINNESOTA FTHE STATE OF CONSTRUCTION DOCUMENTS TREE INVENTORY AND PRESERVATION PLAN 15250 WAYZATA BOULEVARD 612.758.3099 FAx AJ C REVIEW A L L I A N T SHEET 13 �F I S SUITE 101 MARK Q Q FINAL PLAT SUBMITTAL WAYZATA, MN 55391 VVWW.alllant-ICIC.COm PHONE (612) 990-0666 E N G I N E E R I N G DATE LICENSE NO. BY DATE 1 -HB LANDSCAPE SCHEDULE QTY. KEY COMMON NAME/ BOTANICAL NAME SIZE REMARKS 1. RESIDENTIAL SUBDIVISION LANDSCAPE OVERSTORY TREES REQUIRED = 1 TREE PER LOT PLACED IN THE FRONT YARD 2 GL GREENSPIRE LINDEN 2.5" CAL. B&B STRAIGHT TRUNK REFORESTATION REQUIREMENT Tilia cordata 'Greenspire' = 26 TREES, SEE CANOPY TREE COVERAGE PLAN NO V -CROTCH 4 HB COMMON HACKBERRY 2.5" CAL. B&B STRAIGHT TRUNK � '1 REQUIRED Celtis occidentalis I 3 EDGE OF WETLAND SKYLINE HONEYLOCUST 2.5" CAL. B&B I � B REQUIRES 15' MIN. BUFFER AREA WITH 2 Gleditisia triocanthos var. inermis 'Skyline' OVERSTORY NO V -CROTCH r MP FIREFALL RED MAPLE CONSERVATION AREAS IMPACTED OR STRAIGHT TRUNK ROAD. AT A Acer x freemanii 'AF#1' IN NEED OF RESTORATION SHALL BE J I 6 / SWAMP WHITE OAK RESTORED WITH NATIVE,- VEG ETATI ON STRAIGHT TRUNK AREA. I Quercus bicolor CONSERVATION EASEMENT' NO V -CROTCH '�674 / CONIFERS MONUMENfiti TYP.. SEE SITE jp 3 J BALSAM FIR 15 3 S t� 16GE OF WETLAND ;` r i i ' ✓ r + Pinus nigra + '.. 9 WETLAND BS BLACKHILLS SPRUCE 6' HT. B&B FULL FORM 1 59' r I I EXISTING TREES\%` / 16, X� , 1 0 , D0 1 1 -HB LANDSCAPE SCHEDULE QTY. KEY COMMON NAME/ BOTANICAL NAME SIZE REMARKS 1. RESIDENTIAL SUBDIVISION LANDSCAPE OVERSTORY TREES REQUIRED = 1 TREE PER LOT PLACED IN THE FRONT YARD 2 GL GREENSPIRE LINDEN 2.5" CAL. B&B STRAIGHT TRUNK REFORESTATION REQUIREMENT Tilia cordata 'Greenspire' = 26 TREES, SEE CANOPY TREE COVERAGE PLAN NO V -CROTCH 4 HB COMMON HACKBERRY 2.5" CAL. B&B STRAIGHT TRUNK -- REQUIRED Celtis occidentalis NO V -CROTCH 3 HL SKYLINE HONEYLOCUST 2.5" CAL. B&B STRAIGHT TRUNK BUFFERYARD B REQUIRES 15' MIN. BUFFER AREA WITH 2 Gleditisia triocanthos var. inermis 'Skyline' OVERSTORY NO V -CROTCH 7 MP FIREFALL RED MAPLE 2.5" CAL. B&B STRAIGHT TRUNK ROAD. AT A Acer x freemanii 'AF#1' .. NO V -CROTCH 6 SO SWAMP WHITE OAK 2.5" CAL. B&B STRAIGHT TRUNK AREA. Quercus bicolor PROVIDED = NO V -CROTCH CONIFERS 3 BF BALSAM FIR 6' HT. B&B FULL FORM Pinus nigra 5 BS BLACKHILLS SPRUCE 6' HT. B&B FULL FORM Picea glauca densata ORNAMENTAL TREES 12 SB AUTUMN BRILLANCE SERVICEBERRY 6' HT. B&B CLUMP FORM Amelanchier x grandiflora 'Autumn Brilliance' SHRUBS 15 BH BUSH HONEYSUCKLE 24" HT. CONT. MIN. 5 CANES Diervillo sessilifolia 'Butterfly' AT HT. SPEC. NOTES: QUANTITIES ON PLAN SUPERSEDE LIST QUANTITIES IN EVENT OF DISCREPANCY. 3 -BS 15' WIDTH BUFFERYARD B PER CITY CODE. PLANTING NOTES 1. INSTALL 6" MIN. TOP SOIL TO ALL SOD AND SEED AREAS. FINE GRADE ALL SOD AND SEED AREAS. 2. STAKE OR MARK ALL PLANT MATERIAL LOCATIONS PRIOR TO INSTALLATION. 3. INSTALL 4-6" DEPTH SHREDDED HARDWOOD MULCH AROUND ROOT SAUCER OF ALL TREES ISOLATED FROM PLANT BEDS. 4. PLANTING SOIL SHALL CONSIST OF 1:1:1 SELECT LOAMY TOPSOIL, PEAT MOSS, PIT RUN SAND. 5. COMPLETELY GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE. MAKE ALL REPLACEMENTS PROMPTLY (AS PER DIRECTION OF OWNER). 6. ALL MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. 7. ALL TREE TRUNKS SHALL BE WRAPPED WITH BROWN CREPE TREE WRAP. APPLY WRAP IN NOVEMBER AND REMOVE IN APRIL. 8. CALL GOPHER STATE ONE CALL AT 651-454-0002 FOR LOCATING ALL UNDERGROUND UTILITIES AND AVOID DAMAGE TO UTILITIES DURING THE COURSE OF THE WORK. 9. MAINTAIN ALL PLANT MATERIALS, INCLUDING WATERING, UNTIL THE TIME OF ACCEPTANCE. 10. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. 11. STAKING AND GUYING OF TREES OPTIONAL: MAINTAIN PLUMBNESS OF TREES FOR DURATION OF WARRANTY PERIOD. 12. SWEEP AND WASH ALL PAVED SURFACES AND REMOVE ALL DEBRIS RESULTING FROM LANDSCAPE OPERATIONS. 13. GENERAL CONTRACTOR SHALL FOLLOW THE COUNTY/STATE SOIL & EROSION CONTROL SPECIFICATION FOR DISTURBED AREA STABILIZATION. WETLAND BUFFER SEED MIX: MNDOT #34-271 SEEDING RATE TO BE 12 LBS/ACRE (PURE LIVE SEED). SEE MNDOT SEEDING MANUAL. APPLY SEED PER THE FOLLOWING: MULCH SEEDED AREAS WITH Mn/DOT TYPE 3 (MCIA CERTIFIED WEED FREE) MULCH AT A RATE OF 1 TON PER ACRE WITHIN 48 HOURS OF SEEDING. MULCH SHOULD THEN BE DISC ANCHORED TO KEEP IT FROM BLOWING AWAY. SEEDING SHALL BE APPLIED FROM APRIL 15 - JULY 20 OR SEPTEMBER 20 - FREEZE UP. IF HYDROSEEDING UTILIZE APPROXIMATELY 500 GALLONS OF WATER PER ACRE. REFER TO MN/DOT SPEC 3884 FOR PROPER INSTALLATION OF HYDRO -SEED. ALL NATIVE SEEDS USED ON THIS PROJECT SHALL BE CERTIFIED TO BE OF MINNESOTA ORIGIN BY THE MINNESOTA CROP IMPROVEMENT ASSOCIATION (MCIA). SITE TO BE PREPARED BY LOOSENING TOPSOIL TO A MINIMUM DEPTH OF 3 INCHES. THE SITE TO BE HARROWED OR RAKED FOLLOWING SEEDING, AND THEN PACKED USING A CULTI-PACKER OR EQUIVALENT. SEE MNDOT SEEDING MANUAL FOR REFERENCE. MAINTAIN SEEDED AREAS BY WATERING, REMULCHING AND REPLANTING AS NECESSARY TO ESTABLISH A UNIFORMLY DENSE STAND OF THE SPECIFIED GRASSES UNTIL ACCEPTED. ANY AREAS FAILING TO ESTABLISH A STAND SHALL BE RESEEDED, REFERTILIZED AND REMULCHED WHENEVER 70% VEGETATIVE COVER IS NOT ACHIEVED. RESEEDING SHALL CONFORM IN ALL RESPECTS TO THESE SPECIFICATIONS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE WORK AREAS RESULTING FROM EROSION AND/OR EQUIPMENT. THE CONTRACTOR SHALL REPAIR DAMAGE, INCLUDING REGRADING, RESEEDING, ETC. AS NECESSARY, BEFORE SIGNIFICANT DAMAGE OCCURS. LANDSCAPE REQUIREMENTS 1. RESIDENTIAL SUBDIVISION LANDSCAPE REQUIRED = 1 TREE PER LOT PLACED IN THE FRONT YARD FRONT YARD TREES, 1 PER PROVIDED = 1 TREE PER LOT LOT PER CITY CODE 2. WOODLAND/CANOPY REFORESTATION REQUIREMENT REQUIRED = 26 TREES, SEE CANOPY TREE COVERAGE PLAN PROVIDED = 27 TREES 3. LANDSCAPE BUFFERYARD REQUIREMENT -- REQUIRED LAKE LUCY ROAD IS A COLLECTOR ROAD, THEREFORE BUFFERYARD B IS REQUIRED BUFFERYARD B REQUIRES 15' MIN. BUFFER AREA WITH 2 OVERSTORY TREES, 4 UNDERSTORY TREES AND 6 SHRUBS PER 2 -BS - 100' L.F. 3 -BF ' TOTAL BUFFERYARD LENGTH = 332 L.F. ALONG LAKE LUCY ROAD. AT A 15' WIDTH, THE BUFFERYARD MULTIPLIER IS 1.0, .. THEREFORE, THERE ARE 7 OVERSTORY, 13 UNDERSTORY AND 20 SHRUBS REQUIRED TO BE PLANTED IN THE BUFFERYARD - MAINTAIN k 3' CLEAR AREA. ZONE AROUND HYDRANT PROVIDED = 7 OVERSTORY, 12 UNDERSTORY, 20 SHRUBS 3 -BS 15' WIDTH BUFFERYARD B PER CITY CODE. PLANTING NOTES 1. INSTALL 6" MIN. TOP SOIL TO ALL SOD AND SEED AREAS. FINE GRADE ALL SOD AND SEED AREAS. 2. STAKE OR MARK ALL PLANT MATERIAL LOCATIONS PRIOR TO INSTALLATION. 3. INSTALL 4-6" DEPTH SHREDDED HARDWOOD MULCH AROUND ROOT SAUCER OF ALL TREES ISOLATED FROM PLANT BEDS. 4. PLANTING SOIL SHALL CONSIST OF 1:1:1 SELECT LOAMY TOPSOIL, PEAT MOSS, PIT RUN SAND. 5. COMPLETELY GUARANTEE ALL WORK FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF ACCEPTANCE. MAKE ALL REPLACEMENTS PROMPTLY (AS PER DIRECTION OF OWNER). 6. ALL MATERIAL SHALL COMPLY WITH THE LATEST EDITION OF THE AMERICAN STANDARD FOR NURSERY STOCK, AMERICAN ASSOCIATION OF NURSERYMEN. 7. ALL TREE TRUNKS SHALL BE WRAPPED WITH BROWN CREPE TREE WRAP. APPLY WRAP IN NOVEMBER AND REMOVE IN APRIL. 8. CALL GOPHER STATE ONE CALL AT 651-454-0002 FOR LOCATING ALL UNDERGROUND UTILITIES AND AVOID DAMAGE TO UTILITIES DURING THE COURSE OF THE WORK. 9. MAINTAIN ALL PLANT MATERIALS, INCLUDING WATERING, UNTIL THE TIME OF ACCEPTANCE. 10. COORDINATE INSTALLATION WITH GENERAL CONTRACTOR. 11. STAKING AND GUYING OF TREES OPTIONAL: MAINTAIN PLUMBNESS OF TREES FOR DURATION OF WARRANTY PERIOD. 12. SWEEP AND WASH ALL PAVED SURFACES AND REMOVE ALL DEBRIS RESULTING FROM LANDSCAPE OPERATIONS. 13. GENERAL CONTRACTOR SHALL FOLLOW THE COUNTY/STATE SOIL & EROSION CONTROL SPECIFICATION FOR DISTURBED AREA STABILIZATION. WETLAND BUFFER SEED MIX: MNDOT #34-271 SEEDING RATE TO BE 12 LBS/ACRE (PURE LIVE SEED). SEE MNDOT SEEDING MANUAL. APPLY SEED PER THE FOLLOWING: MULCH SEEDED AREAS WITH Mn/DOT TYPE 3 (MCIA CERTIFIED WEED FREE) MULCH AT A RATE OF 1 TON PER ACRE WITHIN 48 HOURS OF SEEDING. MULCH SHOULD THEN BE DISC ANCHORED TO KEEP IT FROM BLOWING AWAY. SEEDING SHALL BE APPLIED FROM APRIL 15 - JULY 20 OR SEPTEMBER 20 - FREEZE UP. IF HYDROSEEDING UTILIZE APPROXIMATELY 500 GALLONS OF WATER PER ACRE. REFER TO MN/DOT SPEC 3884 FOR PROPER INSTALLATION OF HYDRO -SEED. ALL NATIVE SEEDS USED ON THIS PROJECT SHALL BE CERTIFIED TO BE OF MINNESOTA ORIGIN BY THE MINNESOTA CROP IMPROVEMENT ASSOCIATION (MCIA). SITE TO BE PREPARED BY LOOSENING TOPSOIL TO A MINIMUM DEPTH OF 3 INCHES. THE SITE TO BE HARROWED OR RAKED FOLLOWING SEEDING, AND THEN PACKED USING A CULTI-PACKER OR EQUIVALENT. SEE MNDOT SEEDING MANUAL FOR REFERENCE. MAINTAIN SEEDED AREAS BY WATERING, REMULCHING AND REPLANTING AS NECESSARY TO ESTABLISH A UNIFORMLY DENSE STAND OF THE SPECIFIED GRASSES UNTIL ACCEPTED. ANY AREAS FAILING TO ESTABLISH A STAND SHALL BE RESEEDED, REFERTILIZED AND REMULCHED WHENEVER 70% VEGETATIVE COVER IS NOT ACHIEVED. RESEEDING SHALL CONFORM IN ALL RESPECTS TO THESE SPECIFICATIONS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE WORK AREAS RESULTING FROM EROSION AND/OR EQUIPMENT. THE CONTRACTOR SHALL REPAIR DAMAGE, INCLUDING REGRADING, RESEEDING, ETC. AS NECESSARY, BEFORE SIGNIFICANT DAMAGE OCCURS. Ln O N U6 13 7 <2 IN c (D C5 C) C) Ln O O C: 4- N N (n C a O O Q Ln Ln N N E 0 C tyT' v 0 PLANTING HOLE DIMENSIONS ( MINIMUM WIDTH DOES NOT APPLY IN MASS PLANTING BEDS) ALL VALUES ARE AS FOLLOWS: APPROXIMATE U B DEPT A MNMM PLANT TYPE PLANT SIZE UP TG ( ) ( ) L WIDTH HOLE DEPTH Y L D G HOE f ) AND INC U IN CONIFEROUS TREES DECIDUOUS & ORNAMETAL TREES SHRUBS UPRIGHT) CONIFEROUS SHRUBS DECIDUOUS SHRUBS CONTAINER GROWN PLANTS II VINES M'I S01 PLANTING A A PLANTING A # ISS�SENED IL MULCH FIMSHED MULCH GRADE B B B VARIABLE 12" JJJJJ----- BALLED & BURLAPPED BARE ROOT STOCK STOCK(TREE SPADE) MACHINE -TRANSPLANT STOCK i." -SCARIFY SIDES AND BOTTOM OF HOLE. 1."SCARIFY SIDES AND BOTTOM OF HOLE. i:"SOAK ROOTS IN WATER FOR AT 1. -SCARIFY SIDES AND BOTTOM OF HOLE, 2.' -PROCEED WITH CORRECTIVE PRUNING LEAST ONE HOUR BUT NOT MORE THAN 2."ADD CORRECTIVE PRUNING. AS DIRECTED BY THE ENGINEER 2."PROCEED WITH CORRECTIVE PRUNING 24 HOURS PRIOR TO PLANTING, 1 -SET PLANT ON NATIVE SOIL AT SAME DEPTH AS IT 3. -SET PLANT ON UNDISTURBED NATIVE GOT AS DIRECTED BY THE ENGINEER: 2 -SCARIFY SIDES AND BOTTOM OF WAS PREVIOUSLY GROWN. OR THOROUGHLY COMPACTED PLANTING SOIL HOLE. 4.""PLUMB AND BACKFILL WITH THE PLANTING SOIL. 3.'"R MOVE CONTAINER E E OUTSIDE E N RE RAND AND PRUNING AS DIRECTED BY THE T PLANT D THE FLARE [BATOR OR UP .`"W TERT ETT LINT FI V ID . INSTALL A 3 TH 5 A O SETTLE SAND LL O S OF SOIL MASS TO ROOTS, D P EVENT C AN R PRUNING AB DIRECTED BY THE H THE FINISHED RADE WITH BURLAP T02"ABOVE EFN HEDG R CIRCLING FIBROUSS NECESSARY. ADJACENT PLANTING LOOSEN THE SOIL IMMEDIATELY AND WIRE BASKET, (IF USED) ,INTACT. ROOT , AS NEC ENGINEER. 4, -BACKFILL TO WITHIN APPROXIMATELY WATER TO HR PLANT DIRECTLY FROM ADJACENT TO THE SPADE -MOVED SPR TO AMINIMUM 12" OF THE TOP OF THE ROOTBALL, THEN 4."SET PLANT ON UNDISTURBED NATIVE WATER TO HOLE. SET PLANT BO THE DISTANCE OF WAND A MINIMUM DEPTH OF 12', WATER PLANT. REMOVE THE TOP 1130E SOIL OR THOROUGHLY COMPACTED ROOT FLARE IS APPROXIMATELY AT THE 7 "WATER THOROUGHLY WITHIN HOURS WATER PLANT. KET REMOVE HE TWO STOP 1/3 OF PLANTING SOIL. INSTALL PLANT SO THE FINISHED SOIL ELEVATION. SPREAD THE RINGS WHICHEVER IS GREATER. ALSO TOP OF THE ROOT FLARE IS AT OR UP TO Z' ROOTS OUT EVENLY. PLUMB AND B. -PLACE MULCH WITHIN 48 HOURS OF THE SECOND REMOVE ALL BURLAP AND NAILS FROM THE ABOVE THE FINISHED GRADE. REMOVE OR IMMEDIATELY BACKFILL WITH THE WATERING UNLESS SOIL MOISTURE IS EXCESSIVE, TOP 113 OF THE BALL. REMOVE ALL TWINE. CORRECT STEM GIRGLING ROOTS. PLANTING SOIL gJ"STAKE AND GUY TO PROVIDE ADDITIONAL SUPPORT REMOVE OR CORRECT STEM GURGLING 5. -WATER TO SETTLE PLANTS AND BETWEEN THE STEM AND ROOT BALL AS NECESSARY OR 5YPLUMB AND BACKFILL WITHTHE FILL VOIDS SPECIFIED. ROOTS. ROOTS.BAND BACKFILL WITH THE PLANTING SOIL 6.`"WATER THOROUGHLY WITHIN 2 PLANTING SOIL, B -WATER TO SETTLE PLANTS AND FILL HOURS. 6. -WATER TO SETTLE PLANTS AND FILL VOIDS. !."PLACE MULCH WITHIN 48 HOURS OF VOIDS. 7"WATER THOROUGHLY WITHIN 2 HOURS THE SECOND WATERING UNLESS SOIL MOISTURE IS EXCESSIVE. 7."WATER THOROUGHLY WITHIN 2 HOURS, 8."PLACE MULCH WITHIN 48 HOURS OF BYPLACE MULCH WITHIN 48 HOURS OF THE MINIMUM TREE SPADE SIZE REQUIREMENTS THE SECOND WATERING UNLESS SOIL SECOND WATERING UNLESS SOIL MOISTURE MOISTURE IS EXCESSIVE. IS EXCESSIVE. SU STAKE AND GUY T PROVIDE ADDITIONAL SUPPORT BETWEEN THE E STEM AND ROOT BALL AS NECESSARY OR SPECIFIED PLANTING DETAILS FOR ISOLATED PLANTING LOCATIONS GENERAL NOTE: ALL PLANT STOCK MUST BE ACCEPTED IN ACCORDANCE OF MNDOT 3861 PRIOR TO FOLLOWING THE STANDARD PLANTING DETAILS PLANTING SOIL IS A COMBINATION OF THOROUGHLY MIXED EXISTING SOIL AND COMPOST MIX ANDIOR ANY OTHER SPECIFIED AMENDMENTS. NOTE: I. -HOLE DEPTH FOR B&B AND CONTAINER PLANTS SHALL NOT EXCEED MEASUREMENT FROM ROOT FLAIR TO BOTTOM OF SOIL BALL. PLA REVISED: 1-10 FILE NAME O ENGINEERING \ENO\SPECS\5309 DEPARTMENT 53109 EXISTING GRADE CUT ARTA PLANT DET bl G N 7 PLANTINGNG O DETAILS, ASAPPLICADLE ON 1:2 SLOPES OR GREATER, DO NOT CONSTRUCT THE UPHILL HALF OF THE WATERING BASIN. Nkii 't" ON WET, POORLY DRAINED SOILS, DO NOT CONSTRUCT WATERING BASIN, PLANTING DETAIL FOR STEEP SLOPES S' FOR DEGIDUOUS TREES 8' FOR CONIFEROUS TREES HOLE EXCAVATION WIDTH IN ACeCORGANCE WITH MINIMUM ON STANDARD PLANTING DETAILS (A) PREPARED PLANTING BED AND BACKFILL SOIL ( THOROUGHLY LOOSENED) MULCH FINISHED GRADE NOTES: 1 -DARE ROOT PERENNIALS MUST BE INSTALLED IN THE SPRING BY JUNE 1ST IF PLANTING IN FALL, FOLLOW FALL DECIDUOUS PLANTING DATES. 2."'A CTUAL DATES MAY CHANGE DEPENDING UPON SEASONAL ,NEE AS DETERMINED BY THE HE EN ENGWEER 3."FALL PLANTING MAY NOT BE RECOMMENDED OR ALLOWED, SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT REQUIREMENTS. THE FOLLOWING BARE ROOT PLANTS ARE NOT RECOMMFNDEO FOR FALL INSTALLATION' HAWTHORN, RUSSIAN OLIVE, DOGWOOD, POPLAR, HACKBERRY, LINDEN, IRONWOOD, HONEYLOCUST, BIRCH, MOUNTAIN ASH, MAPLE, WILLOW, CRABAPPLE, IN INDICATES PROJECT LOCATION PLUM/CHEIRRY OAKS, AND SUMAC. PLANTING DETAIL FOR MASS PLANTING BEDS OPTIMUM PLANTING DATE ZONES IN MINNESOTA ALL PLANT STOCK SHALL BE DEEMED ACCEPTABLE FOR HARDINESS PLANT HARDINESS IN CHANHASSEN IS ZONE 4b AVERAGE ANNUAL EXTREME MINIMUM TEMPERATURE RANGE FOR ZONE 4b IS -25 TO -20 DEGREES (F) 1 F IT IS HARDY TO THE MINNESOTA ZONE 46 SPRING WHERE THE PROJECT SITE IS LOCATED AND: FALL KEY PERENIALS CONIFEROUSI DECIDUOUS I SEEDLINGS DECIDUOUS CONIFEROUS HAVING THE SEED SOURCE AND ROOTAND GRAFT MAY1 AP,RRIL1L21 APRIIL21 APPI 21 OCTFi Al Q25 1 Tto 9' 78" 25to 3.6 4'to 6'. 9'to 14' 85" 3.5, to 5' JUNNEE15 DONE 1 JUNE 1 JUNE 1 NOV- i SEPT, 15 Et)GE OF HOLE MAY 1 APRIL7 nPRILT APRIL7 OCT. 14 AUG, 25 2 TO JUNE 15 TO MAY 17 JUNEi TO MAY 17 TO NOV. 15 TO SEPT, 15 PLANTING DETAIL FOR MASS PLANTING BEDS OPTIMUM PLANTING DATE ZONES IN MINNESOTA ALL PLANT STOCK SHALL BE DEEMED ACCEPTABLE FOR HARDINESS PLANT HARDINESS IN CHANHASSEN IS ZONE 4b AVERAGE ANNUAL EXTREME MINIMUM TEMPERATURE RANGE FOR ZONE 4b IS -25 TO -20 DEGREES (F) 1 F IT IS HARDY TO THE MINNESOTA ZONE 46 OAK TREES, WHERE THE PROJECT SITE IS LOCATED AND: CONIFEROUS SIZE'C' OR A'F` LANT STOCK CAN BE DOCUMENTED AS B"PLANT STOCK, IF GROWN OUTSIDE THE ACCEPTABLE CONTINUOUSLY GROWN FORATLEASTTHELAST GROWING RANGE LIMITS, CAN BE DOCUMENTED AS TWO YEARS WITHIN THE ACCEPTABLE LIMITS HAVING THE SEED SOURCE AND ROOTAND GRAFT ZONES 3,4 ORB SHOWN ON THE ACCEPTABLE PLANT STOCK ORIGINATING FROM WITHIN THE ACCEPTABLE STOCK GROWING RANGE ABOVE. GROWING RANGE LIMITS. ACCEPTABLE PLANT STOCK MOWIW RANGE LIMITS IS'to 25' SOURCE'. USBA.Pt NTHARMMOHZU EMAP Tto 9' d oil 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PHONE (612) 990-0666 SPADE DIAMETER OAK TREES, DECIDUOUSJ CONIFEROUS SIZE'C' CALIPER ORNAMENTAL TREES, HEIGHT 4"-8" 4"-8" 4"- 8" TREES CALIPER VARIES 42" 1, to 1.5' Z to 3' V to 7' 60" IS'to 25' Tto 4' Tto 9' 78" 25to 3.6 4'to 6'. 9'to 14' 85" 3.5, to 5' WIG 8' WIG 18' JPLACEWALL CHAIN-LINKFENCE FASTEN LOOSELY TO FENCE WITH BIODEGRADABLE STRING. FASTEN LOOSELY TO LATH WITH BIODEGRADABLE STRING VX 36" WOOD LATH. DRIVE 12" INTO SOIL AT AN ANGLE SO THAT THE TOP RESTS SNUGLY ON THE WALL OR FENCE, MULCH CONTINUOUSLY; UP TO 5' BEYOND TERMINAL VINE. - NOTE: ' 1 PLANT ACCORDING TO PLANTING DETAILS ABOVE AS APPLICABLE. Ii` , II VINE PLANTING DETAIL -4 PLANTING DETAILS FOR TYPICAL INDIVIDUAL PLANTINGS INSTALL TILE DRAINAGE INSTALL GRANULAR FILTER T.""EXCAVATE HOLE OR BED TO ALLOW PLACING THE TOP OF THE ROOT MASS 1"-3" 1"EXCAVATE HOLE OR BED TO ALLOW HIGHER THAN FINISHED GRADE. PLACING THE TOP OF ROOT MASS I"-3" 2°'INSTALL 4" MINI MUM DIAMETER DRAIN TILE HIGHER THAN FINISHED GRADE, DAYLIGHTING ATA LOWER GRADE, AS 2.*AUGER B"DIAMETER HOLES ENTIRELY APPROVED BY THE ENGINEER. THROUGH IMPERVIOUS OR POORLY 3."'OOMPLETE PLANTING ACCORDING TO DRAINED HARD PAN SOIL LAYER TO PLANTING DETAILS {SHEETAt ADEQUATELY DRAIN SUBSOIL. 3-THOUROUGHLY BACKFILL AUGER HOLES WITH A UNIFORM INCORPORATED MIXTURE OF 50% SAND AND 50% ..' INPLACE SOIL, 4,"COMPLETE PLANTING ACCORDING INSTALL MINI -BERM TOPLAAFNNGDETAILS (SHEETA) TE I. -EXCAVATE HOLE OR BED 114 THE DEPTH THE NEED FOR USING ALTERNATIVE OFTHE ROOT MASS, PLANTING DETAILS AND WHICH TYPE TO 2, -SET ROOT MASS IN HOLE. "CONSTRUCT3. BERM WITH SANDY LOAM USE SHALL BE PETERPAINED BY THE CONTRACTORAND SUBJEGTIO TOPSOIL EXTEND THE BERM BASE TO A APPROVAL BY THE ENGINEER. WIDTH OF3TIMES THE BERM HEIGHT. T -COMPLETE PLANTING ACCORDING TO PLANTINGDETAILS {SHEETA) . ALTERNATIVE PLANTING DETAILS FOR POORLY DRAINED SOIL SUBSIDING OR DETERIORATING MULCH SHALL BE ACCEPTABLE THROUGHOUTTHE CONTRACT PERIOD PROVIDED THE MULCH DEPTH IS MAINTAINED ATA MINIMUM T DEPTH AT ALL TIMES AND UPON FINAL ACCEPTANCE, REPLACEMENT MULCH SHALL BE REQUIRED WHEN THE CONTRACTOR'S OPERATIONS HAVE CONTAMINATED THE MULCH WITH SOIL. NOTE: i.""REMOVE MULCH PLACED TO A DEPTH GREATER THAN THAT SPECIFIED WHEN DIRECTED BY THE ENGINEER. 2. -PULL MULCH BACK NO LESS THAN TANG NO MORE THAN S" FROM THE TRUNK TYPE OF PLANT W PLANT TC PLANT MULCH LINE X EDGE OF BRANCHING TO MULCH LINE Y DEPTNOF MULCH Z DEPTH OF MULCH CONIFEROUS TREES DECIDUOUS TREES VARIES TMIN.. 3MIN. INCA 4"-8" 4"-8" 4"- 8" CONTEROUSSHRUSS VARIES 3'FOR, 3'.4° 4"-6" DECIDUOUSSHRUBS 31 MIN, NVA 4"-6" 4"-6" VINES XMIN, NA A-8" 4",6- PERENIAI3 VARIES I 2'MIN MN/DOT 3681 AFTER SLIDING THE WIRE THROUGH tdACNINE-TRANSPLANYED TREES 12"SEYONU Et)GE OF HOLE 4"-G" 4" 8" MULCH POC'E'MENT DECAL MIN REVISED: FILE NAME: ENGINEERING PLATE: 3-14 G:\ENG\SPECS\5310 DEPARTMENT 5310 233 Park Ave S, Ste 300 Minneapolis, MN 55415 612.758.3080 MAIN ALLIANT 612.758.3099 FAX www.alliant-inc.com E N G I N E E R I N G I HEREBY CERTIFY THAT TIES PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED LANDSCAPE ARCHITECT UNDER THE LAWS OF THE STATE OF MINNESOTA MARK KRONBECK, PLA, ASLA DATE LICENSE NO PLANTING DETAILS FOR STEEP SLOPES/MASS BED PLANTINGS PROJECT TEAM DESIGNED: MK. DRAWN: EMK PROJECT NO: 215-0030 QA/QC REVIEW BY DATE 1. -FORM A DOUBLE -LAYERED CYLINDER USING 0.25" GRID GENERAL NOTES 1. -TOLD OVER THE TOP EDGE OF THE GALVANIZED WELDED WIRE MESH (HARDWARE CLOTH). 1/4" GALVANIZED WIRE STAKE WITH HOOK HDPE !HIGH DENSITY POLYETHYLENE) OVERLAP THE CUT ENO 2", ANOTHER SMALL LATERAL BRANCH. THE PRUNING SMALL BRANCHES IDEAL CUT SHOULD BE SHARP, TOWNE S THE THREE BOTTOM TABS. Z --DRIVE TWO 1" x 1" OPPOSING HEARTWOODITE OAK AK WOODY SEEDUNGS BEND THE NOPE INTO A CIRCLE WITH STAKES INTO THE GROUND ]' FROM THE CENTER OF THE 130 LBS -HIGH DENSITY POLYETHYLENE. THETHE SIDE TABS ON THE OUTSIDE OF TREE STEM. 24" MIN. HL FOR DECIDUOUS THE CIRCLE. 3. -SECURE THE MESH CYLINDER TO THE OUTSIDE OF THE STAKES USING EITHER, SCREWS AND WASHERS OR HE AND 12" MIN. HL FOR PINE TREES 3."ALIGN THE SINGES AND BEGIN RATCHET -LOCKING TIES ALONG THE OVERLAP. SPACE CONSTRUCTION LIMITS SLIDING ME 1/4" GALVANIZED WIRE STAKE (WITH H4" C THROUGH ME APPROXIMATELY 4° ON CENTER ALONG THE OVERLAP. BACKFILL SOIL HINGES TO INTERC6NNECT THE HOPE **CREWS SHALL BE ROUND HEAD GALVANIZED i/8" DIA. x MN/DOT 3681 AFTER SLIDING THE WIRE THROUGH 3 4' LONG MUM WASHERS, COMPOST ALL OF THE HINGES. TURN THE HOOK OR+UNNECESSARY ASO AAPPROVEEDDE 15" TOWARDS THE INSIDE OF THE HOPE. OR WIRE MESH •+RATCHET -LOCK TIES SHALL BE NYLON AND AT LEAST 8" FENCEREDUCE 4. --PUSH THE STAKE INTO THE GROUND, LONG. STAKE A MINIMUM OF 12", DRIVE SIX 4. -IMBED THE LOWER EDGE OF THE MESH CYLINDER 1' LANp$OAPE STAPLES (6" LENGTH, 2 PER TAB) THROUGH THE HOLES IN BELOW THE SOIL SURFACE WUHOUT DISTURBING THE TREE THE 3 BOTTOM TABS AT OPPOSITE ROOTS, ANGLES TO SECURE THE HDPE TO 5Y T EDGES WLL NOT BE PERMITTED AT THE TOP OF THE THE GROUND. CYLINDER. CUT THE STAKE FLUSH WITH THE TOP OF THE CYLINDER. 5. --MULCH WITHIN THE CYLINDER SHALL NOT EXCEED 3" DEPTH AND SHALL BE 6. --MULCH WITHIN THE CYLINDER SHALL NOT EXCEED 3" 1 " MIN: PULLED BACK FROM THE TRUNK AS TOP TAB DEPTH PP FlEO AND MULCH PLACEMENT B DET MOMIL, THE TRUNK AS OETaFFI.E IN MULCH PLACEMENT FOLD LINE 4.5' HINGE 7.+'"THE BOTTOM WHORL OF PINE BRANCHES MAY HAVE TO 8E 6.++THE BOTTOM WHORL OF PINE REMOVED TO PERMIT INSTALLATION OF 12" MIN. HEIGHT BRANCHES MAY HAVE TO BE RODENT GUARDS REMOYEMIN. HEIGHT RODENT GUARDS D N PERMIT INSTALLAINSTALLATION- - - - -� - - - - INS ALL ON ALL DECIDUOUS AND PINE TREES 0 DO 1 7 NOT INSTALL OF 12' ON SPRUCE TREES. 7J -INSTALL ON ALL DECIDUOUS AND PINE TREES NOT INSTALL ON SPRUCE TREES. P a • BOTTOM�TA6TVP, j� RODENT PROTECTION DETAIL (OPTION 1) . (. ? . • .: � 71 ,, * FTI 24" SIZE FOR DECOUOUS TREES 12" SIZE FOR 19^ +te 15' CONIFEROUS TREES. 1 65.25" PREVAILING WIND•D 3.25" MIN. 1r+USE SEAMLESS EXTRUDED, TWIN -WALL, RICH) AN TUBES WITH A LASER RODENT PROTECTION DETAIL (OPTION 2) NETTING LINE PERFORATION AND AN LASER LINEZ OUTWARD -FLARED TOP RIM. PERFORATION TUBE SHELTER RACHET -DOCKING THE SHELTER WITH NYLON NOTES RACHET -LOCKING TIES ATTACHED TO A i.'+STEEL POSTS TO BE NOTCHED OR DRILLED TO (��� 0 1" x 1" WHITE OAK STAKE TO PREVENT RETAIN GUY WIRES. PLACE OUTSIDE OF ROOT DISLODGING OR TWISTING IMBED THE BALL, DRIVE PLUMB REGARDLESS OF GROUND LENGTH V BOTTOM OF THE VIBE A MINIMUM OF SLOPE '(J 1" BELOW THE SOIL SURFACE ACEWWITHOUT T ROLLED STEEL RELEASABLE ( DISTURBING THE TREE ROOTS: 2.1 -REQUESTS TO SUBSTITUTE RUBBER HOSE AND POST (Mn/DOT 3403 RATCHET TIE TOWIRE GUYING SYSTEMS WILL NOT BE OR APPROVED EQUAL SECURE STAKE IN 1" MI , 3.""INSTALL A PLASTIC PHOTODEGRADABLE APPROVED. NETTING COVER AND SLEEVE OVER THE i'ORMED VIBE RECESS d' TOP OF THE TUBE TO PREVENT 3.+'TREE STAKING IS NOT REQUIRED UNLESS POLYPROPYLENE OR ONG ENTRAPMENT OF BIRDS. PULL NETTING SPECIFIED OR NECESSARY TO MAINTAIN TREES MEW IN A PLUMS CONDITION WHERE VANOAUSM POLYETHYLENE 40 MIL, DOWN AS SHOWN. SOIL, OR WIND CONDITIONS ARE A PROBLEM, 1.5" WDE STRAPS. r OR AS. REQUESTED BY THE ENGINEER. ATTACH WTH 10 90 W9RE. SEEDLING TREE SHELTER DETAIL °+*REMo E AF ER ONE EAR' yV� PAINT TREE PLANTING SOIL MOM DEAD BRANCH e c A5IUMBeu BUIL ISENED SOIL WITH SOIL AMENDMENTS SHE SOIL ELEVATION MIN, WW . 7LOOSENS OWITH SOIL AMENDMENTS STANDARD TREE STAKING I GUYING DETAIL REVISED: 1-10 FILE NAME G: \ENG\ENGINEERING SPECS\5311 DEPARTMENT BRANCH I DROP CROTCH PRUNING IS USS FOR REDUCING THE GENERAL NOTES HEIGHT OR LENGTH OF MAIN SEE SPECIAL PROVISIONS FOR SPECIFIC PROJECT ECI IC ROJEC REQUIREMENTS. 1/4" GALVANIZED WIRE STAKE WITH HOOK JUST BEYOND A LATERAL BUD OR THE PLANTING DETAILS REPRESENT ADEQUATELY DRAINED SOIL CONDITIONS. THE CONTRACTOR SHOULD EXERCISE DISCRETION IN SETTING PLANTS 1"-y HIGHER IN POORLY DRAINED SOILS OR USING ANOTHER SMALL LATERAL BRANCH. THE PRUNING SMALL BRANCHES IDEAL CUT SHOULD BE SHARP, LATERAL BRANCH. ALTERNATIVE PLANTING DETAILS ON SHEET S. WOODY SEEDUNGS PLANTING HOLE AND THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE DRAINAGE IN. HEAVY POORLY DRAINED OR IMPERVIOUS SOILS. 130 LBS -HIGH DENSITY POLYETHYLENE. BED CULTIVATION BROWN IN COLOR PRESERVED BYUTHEINCO CONTRACTOR. APCL LOOSEN ALL ISOLATED TREE PLANTING LOCATIONS AND PLANTING BEDS NOTES i. PLACE THE TEMPORARY FENCE DRIP LINE TO A MINIMUM DEPTH OF 12', SOIL AMENDMENTS SHALL BE APPLIED 6" LANDSCAPE STAPLE CONSTRUCTION LIMITS DURING CULTIVATION. 2 PER TAB BACKFILL SOIL USE CULTIVATED AND AMENDED SOIL EXCAVATED FROM PLANTING HOLES, REMOVE ALL DEBRIS INCLUDING ROCKS LARGER THAN 3" DIAMETER, FERTILIZER MN/DOT 3681 ROOT DAMMAGEE,, BYO�THE COMPOST Mn/DOT 3890 PLANTING SOIL MOM DEAD BRANCH e c A5IUMBeu BUIL ISENED SOIL WITH SOIL AMENDMENTS SHE SOIL ELEVATION MIN, WW . 7LOOSENS OWITH SOIL AMENDMENTS STANDARD TREE STAKING I GUYING DETAIL REVISED: 1-10 FILE NAME G: \ENG\ENGINEERING SPECS\5311 DEPARTMENT BRANCH I DROP CROTCH PRUNING IS USS FOR REDUCING THE B A HEIGHT OR LENGTH OF MAIN IN DIAMETER SHOULD BE CUT STEMS OR BRANCHES BY JUST BEYOND A LATERAL BUD OR CUTTING BACK TO A LARGE ANOTHER SMALL LATERAL BRANCH. THE PRUNING SMALL BRANCHES IDEAL CUT SHOULD BE SHARP, LATERAL BRANCH. /f D� i DROP CROTCH OR CUTTING BACK SOME CONIFERS CORRECT TOO TOO TOO PRUNING CLOSE LONG BUNTED CUT INCORRECT CUT (TOO CLOSE) RESULTING IN DISCONTINUOUS CALLUS FORMATION AFTER ONE SEASON OF GROWTH. CORRECT CUT (LEAVING BRANCH OCULAR BUT NO STUB) RESULTING IN CONTINUOUS DOUGHNUT SHAPED CALLUS FORMATION AFTER ONE SEASON OF GROWTH. EPS TO PRUNING 1 "-FRIST CUT PART WAY THROUGH THE BRANCH AT POINT A. 2. -THEN CUT COMPLETELY THROUGH BRANCH EMOM POINT B TO A. 3.+ -NOW CUT FRCM POINT C TO D. o."IF D IS HARD TO FIND, DROP A PTYIN TEGLEX O D TO SHOULD BE APPROXIMATELY EQUAL POINHANDOWN TO X -C -E. PRUNING NOTES, I. --LEAVE BRANCH COLLAR (C TO W 2.+"00 NOT FLUSH CUT (C TO X) 3.+"00 NOT LEAVE STUBS (B TO A) 4,-18EST TIME TO PRUNE IS LATE DORMANT SEASON DR EARLY SPRING. 5, -AVOID PRUNING OAKS IN APRIL, MAY, JUNE OR JULY. B"+IMMEDIATELY PAINT OAK WOUNDS MADE IN APRIL, MAY, ,UNE OR JULY WITH LATEX PAINT OR SHELLAC. R CRCUMFERENCE FROM GROUND LINE TO TV MAJOR BRANCH. - 10', 22 LB. FLANGE CHANNEL STEEL SIGN POST (Me/DOT 3401) OR APPROVED EQUAL. MULCH LOOSENED SOIL- \ FINISHED GRADE APPUCABLE TO DECIDUOUS TREES OVER 4" CALIPER AND EVERGREEN TREES OVER 10' HT. PLATE 5311 MULCH MATERIAL I W/OOT 3882 TYPE 6 UNLESS OTHERWISE SPECIFIED, MASS PLANTING TREE PAINTING PLANTING PLAN WATERING GUIDELINES PLANT TYPE BRANCHES SMALLER THEN 2" MACHINE TRANSPLANTED TREES 42' AND UP IN DIAMETER SHOULD BE CUT BARE ROOT TREES JUST BEYOND A LATERAL BUD OR BALLED k BURLAPPED SHRUBS ANOTHER SMALL LATERAL BRANCH. THE PRUNING SMALL BRANCHES IDEAL CUT SHOULD BE SHARP, PRUNING DETAILS (Shlgo Method) GLEAN. AND MADE ON A SLIGHT ANGLE. WOODY SEEDUNGS 4. SONIFICANT TREES NEAR THE PROPOSED CONSTRUCTION UI 3 OR BY THE ENGINEER AND PRESERVED BYUTHEINCO CONTRACTOR. APCL NOTES i. PLACE THE TEMPORARY FENCE DRIP LINE 2.+"REDUCE SLOPE ROUNDING WHERE ROOT TONES WILL CONSTRUCTION LIMITS BE DISTURBED BY NORMAL SLOPE ROUNDING, AS TRE&PROTEODM APPROVED BY THE GGNEER. ROOT DAMMAGEE,, BYO�THE OR+UNNECESSARY ASO AAPPROVEEDDE ENGINEER.TEMPORARY FENCEREDUCE ROUNDING NORMALS ROUNDIING R CRCUMFERENCE FROM GROUND LINE TO TV MAJOR BRANCH. - 10', 22 LB. FLANGE CHANNEL STEEL SIGN POST (Me/DOT 3401) OR APPROVED EQUAL. MULCH LOOSENED SOIL- \ FINISHED GRADE APPUCABLE TO DECIDUOUS TREES OVER 4" CALIPER AND EVERGREEN TREES OVER 10' HT. PLATE 5311 MULCH MATERIAL I W/OOT 3882 TYPE 6 UNLESS OTHERWISE SPECIFIED, MASS PLANTING TREE PAINTING PLANTING PLAN WATERING GUIDELINES PLANT TYPE AVERAGE AMOUNT OF WATER PER I APPLICATION IN GALLONS MACHINE TRANSPLANTED TREES 42' AND UP 50 - 100 BARE ROOT TREES 15 BALLED k BURLAPPED SHRUBS 0 BARE ROOT OR CONTAINER SHRUBS 7 WOODY SEEDUNGS 4. PERENNIALS AND VINES 3 IT IS THE CONTRACTOR'S RESPONSIBILITY TO MONITOR AND MAINTAIN SOIL MOISTURE AT ADEQUATE BUT NOT EXCESSIVE LEVELS. THE ABOVE LISTED APPLICATION AMOUNTS ARE GUIDELINES, NOT REQUIREMENTS. ROOT SYSTEM BRIDGE AND V18RATOROY PLOW UTILITY INSTALLATION TUNNEL ROOT PROTECTION AND TRENCHING Tree Pm1H,.0 n A,. DO NOT ENTER THE FENCED AREA We ,.OER, your caopemtbn to proteot these trees derin9 #t construction ��� FURNISH AND INSTALL. TEMPORARY FENCE AT THE TREE'S ORIPUNE FABRICATE 12" X S"X 3/8" SIGN WITH 0.75" RADIUS CORNERS. OR CONSTRUCTION LIMITS AS SPECIFIED, PRIOR TO ANY CONSTRUCTION. SIGN SHALL BE WHITE WTH BLACK LETTERING. ATTACH SIGN TO POST USING i" LENGTH WOOD SCREWS, PLACED AT WHEN POSSIBLE PUCE FENCE 25 FEET BEYOND THE DRIP UNE. AND 7.3" RESPECTIVELY FROM THE BOTTOM EDGE OF THE SIGN. E PLACE PROTECTION SIGNS ALONG FENCE AT 20' INTERVALS, SLOPE ROUNDING DETAIL TEMPORARY PROTECTION FENCE PLACEMENT DETAIL TREE PROTECTION SIGN DETAIL PLANTING DETAIL NOTES: 12-) WHEREO IT OCCURS BY ORIWNGO50 mm (2 ) DIAM. HOLES IN THE SOIL TO A DEPTH OF 450 .m (18"T. BEGIN 3' FROM THE TREE TRUNK AN CONTINUE AT 2 INTERVALS IN CONCENTRIC RINGS OUT TO THE PROTECTION EM BRIDGE Z0' 2. -WATERING OF ROOT DAMAGED TREES WILL BE PLOW REWIRED W LMOISADEQUATE BUT NOT MAINTAIN EQ 1E U EXCESOIVE SOIL. MOISTURE TOA DEPTH OF 78" IMPAC THE UNDISTURBED PORTION Of THE IMPACTS TREE DRIPLINE. 3.+"A 6 INCH LAYER OF WOODCHIP MULCH PLACED OVER A TYPE III (37337 GEOTEXTILE FABRIC MAY BE USED IN LIEU F THE ROOT SYSTEM BRIDGE. 4.++WHEN DESIGNATED IN THE PLAN OR WHEN DIRECTED BY THE ENGINEER, ALL TREE ROOTS AT THE CONSTRUCTION LIMITS SHALL BE CUT CLEANLY (TO THE MAXIMUM DEPTH NECESSARY FOR CONSTRUCTOM WIN A VIBRATORY PLOW OR OTHER APPROVED ROOT CUTTER PRIG TO ANY EXCAVATION. ROOT ENDS EXPOSED BY EXCAVATION ACTIVITIES SHALL BE IMMEDIATELY COVERED WITH A 8" LAYER OF ADJACENT SOIL. BACKFILL, RERADE, OR INSTALL RETAINING WALL AS DESIGNATED IN THE PLAN OR WHEN DIRECTED BY THE TUNNEL ENGINEER. PROTECTION ZONE &"R CONSTRUCTION VEHICLES MUST PASS OVER ROOT ZONES CONSTRUCT ROOT SYSTEM BRIDGES W11 STEEL PLATE SUPPORTED ON WOOD TIMBERS PLACED RADIALLY TO THE TREE TRUNK.. TREE PROTECTION ZONE TREE DIAMETER AT " MINIMUM DISTANCE FROM 4.5' ABOVE GROUND FACE BE TREE TRUNK O- 4 6- 8 10 -1 -t9 2 `WHEN UPUTY INSTALLATIONS MUST OCCUR WITHIN THE TREE PROTECTION ZONE, AS DERIVE IN THE ABOVE CHART, THE CONTRACTOR SHALL BTOOgRBEE (TUNNEL UNDER MMUD, TTpHE CONTRACTOR SHALLE GROUNDTSURFACE WUIHIN DEPTH ZONE BELOW THE ANY TEL REQUIRED WITHIN THE DRIP LINE OF TREES SHALL BE AN. UNCOMPACTED (WITH A COARSE SAND COMPONENTT SANDY LOAM TOPSOIL. EXCESSIVE FILL MAY REQUIRE INSTALLING PERFORATED PIPE WITH AT LEAST ONE DAYLIGHTS END OPENING AS AN AERATOR SYSTEM. HANDY LOAM FILL DETAIL �F I REVISED: 1-10 I FILE NAME: G:\ENG\SPECS\5312 I ENGINEERING I rLxlt: 5312 I VEGETATION PROTECTION DETAIL DEPARTMENT l§Y� DATE ISSUE DATE ISSUE 6-5-15 CITY SUBMITTAL GLACCUM HIGHLANDS 6-16-15 CITY COMMENTS C 8-14-15 CITY SUBMITTAL 5 CONSTRUCTION DOCUMENTS LANDSCAPE DETAILS FINAL PLAT SUBMITTAL SHEET 15 of 15 is -18 CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. 608 AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE, BY REZONING CERTAIN PROPERTY THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by rezoning from Rural Residential District, RR, to Single -Family Residential District, RSF, for property within the Glaccum development, with the following legal description: Lots 1, 2, 3 and 4 and Outlot A, Glaccum Highlands, Carver County, Minnesota. Section 2. The zoning map of the City of Chanhassen shall not be republished to show the aforesaid zoning, but the Clerk shall appropriately mark the zoning map on file in the Clerk's Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance. Section 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this 27'b day of July, 2015, by the City Council of the City of Chanh Mignesota Jv Todd Gerhardt, City Manager Denny Lau,*burg,Mayor Published in the Chanhassen Villager on September 24, 2015 SCANNED TO: CAMPBELL KNUTSON, P.A. Grand Oak Office Center I 860 Blue Gentian Road, Suite 290 Eagan, Minnesota 55121 Telephone: 651-452-5000 ° FAX: 651-234-6237 FILING OF DOCUMENTS COUNTY RECORDER REGISTRAR OF TITLES Please complete, date, and sign this form upon assigning document numbers for the documents listed below and a -mail Jean Olson at iolson(&,,ck-law.cont or fax completed form to the Chanhassen City Attorney's office referenced above. Please mail sante to in the self- addressed stamped envelope attached. CLIENT/MATTER: CITY OF CHANHASSEN / ESTATE DEVELOPMENT CORP. GLACCUM HIGHLANDS THE FOLLOWING DOCUMENT(S) Abstract Torrens WERE FILED: Document No. Document No. Development Contract 1-1 Plat Mylar for Glaccum Highlands r�_S Warranty Deed to the City for Outlet A /W Access Easement Agreement �� v Conservation Easement at I Is o'clock a.m& on to P I ��cJ,-z8i5i with the County Recorder / Registrar of Titles of Carver County, Minnesota. SIGNED: Thank you! 192619 • CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. 608 AN ORDINANCE AMENDING CHAPTER 20 OF THE CHANHASSEN CITY CODE, THE CITY'S ZONING ORDINANCE, BY REZONING CERTAIN PROPERTY THE CITY COUNCIL OF THE CITY OF CHANHASSEN ORDAINS: Section 1. Chapter 20 of the Chanhassen City Code, the City's zoning ordinance, is hereby amended by rezoning from Rural Residential District, RR, to Single -Family Residential District, RSF, for property within the Glaccum development, with the following legal description: Lots 1, 2, 3 and 4 and Outlot A, Glaccum Highlands, Carver County, Minnesota. Section 2. The zoning map of the City of Chanhassen shall not be republished to show the aforesaid zoning, but the Clerk shall appropriately mark the zoning map on file in the Clerk's Office for the purpose of indicating the rezoning hereinabove provided for in this ordinance, and all of the notations, references, and other information shown thereon are hereby incorporated by reference and made a part of this ordinance. • Section 4. This ordinance shall be effective immediately upon its passage and publication. PASSED AND ADOPTED this 27'" day of July, 2015, by the City Council of the City of Chanh iesota Au� vw& CA—� Todd Gerhardt, City Manager Denny Lauf] nburge , Mayor Published in the Chanhassen Villager on September 24, 2015 is SCANNED Chanhassen is a Community for Life -Providing for Today and Planning for Tomorrow September 16, 2015 MY OF CNA NSEN 7700 Market Boulevard_ Mr' Tom Gonyea PC Box 147 Estate Development Corporation Chanhassen, MN 55317 15250 Wayzata Boulevard, Suite 101 Wayzata, MN 55391 Administration Phone: 952.227.1100 Re: Glaccuvt Property — Planning Case #2015-18 Fax: 952227.1110 Dear Mr. Gonyea, Building Inspections Phone: 952.227.1180 This letter is to confirm that on September 14, 2015, the Chanhassen City Council Fax: 952.227.1190 approved the following: Engineering 1. The final plat for Glaccum Highlands with a variance for encroachment into Phone: 952.227.1160 Fax: 952.2271170 the bluff subject to the conditions of the staff report; 2. The development contract for Glaccum Highlands; and Finance Phone: 952.227.1140 3. The plans and specifications for Glaccum Highlands. Fax: 952.227.1110 Two signed mylar copies of the final plat shall be submitted to our office for Park & Recreation Phone: 952.227.1120 signatures. One 1 "=200' scale mylar reduction of the final plat, three 1 "=200' scale Fax:952.2271110 reductions of the final plat and one 1 "=200' scale paper reduction of the final paper P P P plat with just street names and lot and block numbers shall be submitted. In addition, Recreation Center a digital copy in .dxf format and a digital copy in .tif format (pdf compatible) in 2310 Coulter Boulevard Carver County coordinates of the final plat shall be submitted. Estate Development Phone: 952.227.1400 Corporation must execute the Glaccum Highlands Development Contract. Note that Fax: 952.227.1404 if there is a different property owner and/or mortgage bolder on the property, they Planning & will need to sign the consent(s) at the end of the development contract. The fees in Natural Resources the amount of $57,165.48 must be paid prior to recording the final plat. A security in Phone: 952.227.1130 the amount of $491,125.57 must be provided for public improvements included in the Fax: 952.2271110 project. The City will submit all the necessary documents to Carver County for recording. Processing of the final plat documents prior to recording usually takes Public Works approximately two weeks upon receipt by the city. 7901 Park Place Phone: 952.227.1300 Fax: 952.227.1310 A warranty deed transferring Outlot A to the City, a conservation easement over the wooded area being preserved and private street easement shall be prepared and Senior Center executed for recording with the final plat documents. All current year taxes must be Phone: 952.227.1125 paid in full and any delinquent property taxes or green acres tax. Fax: 952.227.1110 Once everything is submitted, please contact Project Engineer Stephanie Smith at wehss www.o.chanhass en.mn.us 952-227-1165 or by email at sbsmithCa,ci.chanhassen.mn.us to coordinate the preconstruction meeting. SCANNED Chanhassen is a Community for Life -Providing for Today and Planning for Tomorrow Mr. Tom Gonyea September 16, 2015 Page 2 Should you have any questions, please contact me at (952) 227-1131 or by email at bgenerous( &ci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner Enclosure c: Michael & Leah Glaccum ec: Kate Aanenson, Community Development Director Stephanie Bartels, Project Engineer Todd Gerhardt, City Manager Todd Hoffman, Parks & Recreation Director Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official Jill Sinclair, Environmental Resource Specialist Mark Rausch, Alliant Engineering, Inc. g:�plan\2015 planning cases12015-18 glaccum ivoning & subdivision with variances&nal plat\approval lelter.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA GLACCUM HIGHLANDS DEVELOPMENT CONTRACT (Developer Installed Improvements) TABLE OF CONTENTS SPECIAL PROVISIONS PAGE 1. REQUEST FOR PLAT APPROVAL............................................................................SP-1 2. CONDITIONS OF PLAT APPROVAL........................................................................SP-1 3. DEVELOPMENT PLANS............................................................................................SP-1 4. IMPROVEMENTS........................................................................................................ SP -2 5. TIME OF PERFORMANCE......................................................................................... SP -2 6. SECURITY.................................................................................................................... SP -2 7. NOTICE.........................................................................................................................SP-3 8. OTHER SPECIAL CONDITIONS................................................................................SP-3 9. GENERAL CONDITIONS...........................................................................................SP-5 GENERAL CONDITIONS 1. RIGHT TO PROCEED.................................................................................................GC-1 2. PHASED DEVELOPMENT........................................................................................GC-1 3. PRELIMINARY PLAT STATUS................................................................................GC-1 4. CHANGES IN OFFICIAL CONTROLS.....................................................................GC-1 5. IMPROVEMENTS.......................................................................................................GC-I 6. IRON MONUMENTS..................................................................................................GC-2 7. LICENSE......................................................................................................................GC-2 8. SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHER BUILDING..................................................................................GC-2 9. CLEAN UP...................................................................................................................GC-3 10. ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS....................................GC-3 11. CLAIMS.......................................................................................................................GC-3 12. PARK DEDICATION..................................................................................................GC-3 13. LANDSCAPING..........................................................................................................GC-3 14. WARRANTY...............................................................................................................GC-4 15. LOT PLANS.................................................................................................................GC-4 16. EXISTING ASSESSMENTS.......................................................................................GC-4 17. HOOK-UP CHARGES.................................................................................................GC-4 18. PUBLIC STREET LIGHTING.....................................................................................GC-4 19. SIGNAGE.....................................................................................................................GC-5 20. HOUSE PADS..............................................................................................................GC-5 21. RESPONSIBILITY FOR COSTS................................................................................GC-5 22. DEVELOPER'S DEFAULT.........................................................................................GC-6 22. MISCELLANEOUS A. Construction Trailers........................................................................................GC-6 B. Postal Service ....................................................................................................GC-7 C. Third Parties......................................................................................................GC-7 D. Breach of Contract............................................................................................GC-7 E. Severability.......................................................................................................GC-7 i F. Building Permits...............................................................................................GC-7 G. Waivers/Amendments.......................................................................................GC-7 H. Release..............................................................................................................GC-7 I. Insurance ........................................................................................................... GC -7 J. Remedies...........................................................................................................GC-8 K. Assignability.....................................................................................................GC-8 L. Construction Hours...........................................................................................GC-8 M. Noise Amplification..........................................................................................GC-8 N. Access...............................................................................................................GC-8 O. Street Maintenance............................................................................................GC-8 P. Storm Sewer Maintenance................................................................................GC-9 Q. Soil Treatment Systems....................................................................................GC-9 R. Variances...........................................................................................................GC-9 S. Compliance with Laws, Ordinances, and Regulations.....................................GC-9 T. Proof of Title.....................................................................................................GC-9 U. Soil Conditions................................................................................................GC-10 V. Soil Correction................................................................................................GC-10 W. Haul Routes..........................................................................................................GC-10 X. Development Signs..............................................................................................GC-10 Y. Construction Plans...............................................................................................GC-10 Z. As -Built Lot Surveys...........................................................................................GC-11 ii CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) GLACCUM HIGHLANDS AGREEMENT dated by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, Estate Development Corporation (the 'Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for GLACCUM HIGHLANDS (referred to in this Contract as the "plat"). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, famish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 30 days after the City Council approves the plat. 3. Development Plans. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A: Final plat approved 08/14/2015, prepared by Alliant Engineering, Inc. Plan B: Grading, Drainage and Erosion Control Plan dated 08/14/2015, prepared by Alliant Engineering, Inc. Plan C: Plans and Specifications for Improvements dated 08/14/2015, prepared by Alliant Engineering, Inc. Plan D: Landscape Plan dated 08/14/2015, prepared by Alliant Engineering, Inc. SP -1 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Water Drainage System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading/Topsoil/Restoration H. Underground Utilities (e.g. gas, electric, telephone, CATV) I. Setting of Lot and Block Monuments J. Surveying and Staking K. Landscaping L. Erosion Control 5. Time of Performance. The Developer shall install all required improvements except for the wear course on public streets by November 15, 2015. The Developer may, however, request an extension of time from the City Engineer. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 6. Security. To guarantee compliance with the terms of this Contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $491,125.57. The amount of the security was calculated as 110% of the following: Site Grading/Erosion Control/Restoration $165,514.01 Sanitary Sewer $ 58,764.20 Watermain $ 26,217.00 Storm Sewer, Drainage System, including cleaning and maintenance $ 29,975.04 Streets $105,197.45 Sub -total, Construction Costs $385,667.70 Engineering, surveying, and inspection (7% of construction costs) $ 26,996.74 Landscaping (2% of construction costs) $ 7,713.35 Street lights and street signs (1 light @ $2,200 + 2 signs @ $250) $ 2,700.00 Topsoil (3.12 acres * $7500/acre) $ 23,400.00 Sub -total, Other Costs $ 60,810.09 TOTAL COST OF PUBLIC IMPROVEMENTS $446,477.79 SECURITY AMOUNT (110% of $446,477.79) $491,125.57 SP -2 This breakdown is for historical reference; it is not a restriction on the use of the security. The security shall be subject to the approval of the City. The City may draw down the security, without notice, for any violation of the terms of this Contract. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the draw shall be used to cure the default. With City approval, the security may be reduced from time to time as financial obligations are paid, but in no case shall the security be reduced to a point less than 10% of the original amount until (1) all improvements have been completed, (2) iron monuments for lot comers have been installed, (3) all financial obligations to the City satisfied, (4) the required `record" plans have been received by the City, (5) a warranty security is provided, and (6) the public improvements are accepted by the City. 7. Notice. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Thomas L. Gonyea Estate Development Corporation 15250 Wayzata Blvd Suite 101 Wayzata, MN 55391 Phone: 612-990-0666 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 8. Other Special Conditions. A. SECURITIES AND FEES A $491,125.57 letter of credit or escrow for the developer -installed improvements, the $57,165.48 cash administration fee and the fully -executed development contract must be submitted and shall be submitted prior to scheduling a pre -construction meeting. The cash fee was calculated as follows: Administration Fee (3% of $446,477.79) $13,394.33 Surface Water Management Fee (per Paragraph 8, Subpart H-9) $15,470.15 Park Dedication Fee (per Paragraph 8, Subpart F) $17,400.00 Street Lighting Charge (1 light x $300/light) $300.00 GIS Fee ($25 plat + $10/parcel x 4 parcels) $65.00 Partial Sanitary Sewer Hookup Fee (per Paragraph 8, Subpart F-6) $2,708.00 Partial Water Hookup Fee (per Paragraph 8, Subpart F-6) $7,828.00 Total Cash Fee $57,165.48 SP -3 If the signs must be installed in frost conditions, an additional $250/post must be paid by the developer. B. The developer agrees to implement the recommendations listed in the September 14, 2015 staff report. 9. General Conditions. The general conditions of this Contract are attached as Exhibit'B" and incorporated herein. SP -4 CITY OF CHANHASSEN Denny Laufenburger, Mayor (SEAL) Todd Gerhardt, City Manager Estate Development Corporation: WN STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) Thomas L. Gonyea, President The foregoing instrument was acknowledged before me this day of 2015, by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2015, by Thomas L. Gonyea, President of Estate Development Corporation, on behalf of the company. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 SP -5 NOTARY PUBLIC EXHIBIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: That part of the Southwest Quarter of the Northwest Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota, described as follows: Commencing at the southwest comer of said Southwest Quarter of the Northwest Quarter; thence on an assumed bearing of South 88 degrees 03 minutes 48 seconds East along the south line of said Southwest Quarter of the Northwest Quarter a distance of 330.10 feet to the point of beginning; thence North 01 degrees 50 minutes 12 seconds East 331.80 feet to the intersection of the westerly extension of the south line of SHADOW RIDGE; thence South 88 degrees 03 minutes 48 seconds East 408.80 feet along the southerly line of SHADOW RIDGE 3'd ADDITION and SHADOW RIDGE; thence South 01 degrees 21 minutes 04 seconds West 331.81 feet along SHADOW RIDGE and SHADOW RIDGE 2d ADDITION to the South line of the Southwest Quarter of the Northwest Quarter; thence North 88 degrees 03 minutes 48 seconds West 411.61 to the point of beginning. MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _ day of 20_ STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this 20_, by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 day of NOTARY PUBLIC FEE OWNER CONSENT TO DEVELOPMENT CONTRACT fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _ day of 20_. STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this 20_, by DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 day of , NOTARY PUBLIC HZREVOCABLE LETTER OF CREDIT No. _ Date: TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. dated 2 of (Name of Bank) " b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) on or before 4:00 p.m. on November 30, 2 This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and m compliance with this Letter of Credit shall be duly honored upon presentation. M. Its CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) EXHIBIT "B" 1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the plat has been recorded with the County Recorder's Office or Registrar of Title's Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on outlots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 3. Preliminary Plat Status. If the plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 4. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law the City may require compliance with any amendments to the City's Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 5. Improvements. The improvements specified in the Special Provisions of this Contract shall be installed in accordance with City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional engineer furnished to the City and approved by the City Engineer. The Developer shall obtain all necessary GC -1 permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding with construction. The City will, at the Developer's expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions from the City hrspector(s) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineer's design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually agreeable time at the City Council chambers with all parties concemed, including the City staff, to review the program for the construction work. 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.02, Subd. 1. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 8. Site Erosion and Sediment Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion and sediment control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion and sediment control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion and sediment transport. If the Developer does not comply with the erosion and sediment control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion and sediment transport at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developers and City s rights or obligations hereunder. No development will be allowed and no building permits will be issued unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and sediment control needs to be maintained until vegetative cover has been restored, even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion and sediment control, the City will authorize the removal of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion and sediment control measures. 8a. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash GC -2 escrow or letter of credit per lot shall also be fiunished to the City to guarantee compliance with City Code § 7-22. 9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 10. Acceptance and Ownership of Improvements. Upon completion and acceptance by the City of the work and construction required by this Contract, the improvements lying within public easements shall become City property. After completion of the improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the public improvements shall be by City Council resolution. 11. Claims. In the event that the City receives claims from laborers, materialmen, or others that work required by this Contract has been performed, the sums due them have not been Paid, and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted with the City, and if the claims are not resolved at least ninety (90) days before the security required by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125% of the claim(s) and deposit the fiords in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees. 12. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. 13. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless otherwise approved by the City, trees not listed in the City's approved tree list are prohibited. The minimum tree size shall be two and one-half (2'/2) inches caliper, either bare root in season, or balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line). In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a minimum of six (6) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the lot. If these improvements are not in place at the time a certificate of occupancy is requested, a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City. These conditions must then be complied with within two (2) months after the certificate of occupancy issued, except that if the certificate of occupancy is issued between GC -3 October I through May 1 these conditions must be complied with by the following July 1 St. Upon expiration of the time period, inspections will be conducted by City staff to verify satisfactory completion of all conditions. City staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be returned. If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 14. Warranty. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a wamdnty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is one full growing season following acceptance by the City. 15. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Existing Assessments. Any existing assessments against the plat will be re -spread against the plat in accordance with City standards. 17. Hook-up Charges.. At the time of final plat approval the Developer shall pay 30% of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot in the plat in the amount specified in Special Provision, Paragraph 8, of this Development Contract. The balance of the hook-up charges is collected at the time building permits are issued are based on 70% of the rates then in effect, unless a written request is made to assess the costs over a four year term at the rates in effect at time of application. 18. Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall be accepted for City GC -4 ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street light for twenty (20) months. 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be furnished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly furnish the City "as -built" plans indicating the amount, type and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pay an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such as review of construction documents, preparation of the Development Contract, monitoring construction progress, processing pay requests, processing security reductions, and final acceptance of improvements. This fee does not cover the City s cost for construction inspections. The fee shall be calculated as follows: i) if the cost of the construction of public improvements is less than $500,000, three percent (3%) of construction costs; ii) if the cost of the construction of public improvements is between $500,000 and $1,000,000, three percent (3%) of construction costs for the first $500,000 and two percent (21/6) of construction costs over $500,000; iii) if the cost of the construction of public improvements is over $1,000,000, two and one-half percent (2%2%) of construction costs for the first $1,000,000 and one and one-half percent (1'/z%) of construction costs over $1,000,000. Before the City signs the final plat, the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed, the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. B. In addition to the administrative fee, the Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 21E of this Agreement. GC -5 C. The Developer shall hold the City and its officers and employees ham -Jess from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attomeys' fees. D. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. H. The developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City's base maps, GIS data base files, and converting the plat and record drawings into an electronic format. Record drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 22. Developer's Default. In the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 23. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer as a part of the pre -construction meeting for installation of public improvements. Trailers shall be removed from the subject property within GC -6 thirty (30) days following the acceptance of the public improvements unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Contract. The City is not a guarantor of the Developer's obligations under this Contract. The City shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Building Permits. Building permits will not be issued in the plat until sanitary sewer, watennain, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface and the site graded and revegetated in accordance with Plan B of the development plans. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City s failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the title to the property. After the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten (10) days for processing. I. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering Personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City GC -7 must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. J. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. K. Assignability. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. L. Construction Hours. Construction hours, including pick-up and deliveries of material and equipment and the operation of any internal combustion engine, may only occur from 7:00 am. to 6:00 p.m. on weekdays, from 9:00 am. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors, agents and supplies to comply with these requirements and the Contractor is responsible for their failure to do so. Under emergency conditions, this limitation may be waived by the written consent of the City Engineer. If construction occurs outside of the permitted construction hours, the Contractor shall pay the following administrative penalties: First violation $ 500.00 Second violation $ 1,000.00 Third & subsequent violations All site development and construction must cease for seven (7) calendar days M. Noise Amplification. The use of outdoor loudspeakers, bullhorns, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract. The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. O. Street Maintenance. The Developer shall be responsible for all street maintenance until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance of the streets. The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the street MW base or utilities because of snow plowing operations. The provision of City snow plowing service does not constitute final acceptance of the streets by the City. P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat and the adjacent off-site storm sewer system that receives storm water from the plat. The Developer shall follow all instructions it receives from the City concerning the cleaning and maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2 -year maintenance period. Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the platting process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. R. Variances. By approving the plat, the Developer represents that all lots in the plat are buildable without the need for variances from the City's ordinances. S. Compliance with Laws. Ordinances and Regulations. In the development of the plat the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; I United States Army Corps of Engineers; 4. Watershed District(s); 5. Metropolitan Government, its agencies, departments and commissions. T. Proof of Title. Upon request, the Developer shall famish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. U. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer finther agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. GC -9 V. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City's building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi -lot grading project, a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. W. Haul Routes. The Developer, the Developer's contractors or subcontractors must submit proposed haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. All haul routes must be approved by the City Engineer X. Development Signs. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of developer, developer's telephone number and designated contact person, allowed construction hours. Y. Construction Plans. Upon final plat approval, the developer shall provide the City with two complete sets of full-size construction plans and four sets of 11"x17" reduced construction plan sets and three sets of specifications. Within four months after the completion of the utility improvements and base course pavement and before the security is released, the Developer shall supply the City with the following: (1) a complete set of reproducible Mylar as -built plans, (2) two complete full-size sets of blue hue/paper as -built plans, (3) two complete sets of utility tie sheets, (4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as -built plans in both Axf & .tif format (the Axf file must be tied to the current county coordinate system), (8) digital file of utility tie sheets in either .doc or .tif format, and (9) a breakdown of lineal footage of all utilities installed, including the per lineal foot bid price. The Developer is required to submit the final plat in electronic format. Z. As -Built Lot Surveys. An as -built lot survey will be required on all lots prior to the Certificate of Occupancy being issued. The as -built lot survey must be prepared, signed, and dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before the as -built survey is completed. If the weather conditions at the time of the as -built are not conducive to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and the as -built escrow withheld until all work is complete. Rev. 3/24/15 GC -10 CITY OF CAAl1AAS3EN 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax: 952.227.1190 Engineering Phone: 952.227.1160 Fax: 952.227.1170 Finance Phone: 952.227.1140 Fax: 952.227.1110 Park & Recreation Phone: 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning & Natural Resources Phone: 952.227.1130 Fax: 952.227.1110 MEMORANDUM TO: Todd Gerhardt, City Manager FROM: Stephanie Smith, Project Engineer Bob Generous, Senior Planner Terry Jeffery, Water Resources Coordinator DATE: September 14, 2015 d SUBJ: Glaccum Highlands Final Plat, Development Contract, and Plans & Specifications — Planning Case #2015-18 PROPOSED MOTION "The Chanhassen City Council approves: 1. The final plat for Glaccum Highlands with a variance for encroachment into the bluff subject to the conditions of the staff report; 2. The development contract for Glaccum Highlands; and 3. The plans and specifications for Glaccum Highlands." Approval requires a simple majority vote of the City Council. PROPOSAL SUMMARY The applicant, Estate Development Corporation, is requesting final plat approval to create four lots, one outlot, and right-of-way for public streets for the property located at the northeast comer of Lake Lucy Road and Yosemite Avenue. BACKGROUND Public Works 7901 Park Place On July 27, 2015, the Chanhassen City Council approved rezoning the property from Phone: 952.227.1300 Rural Residential District (RR) to Single Family Residential (RSF) (contingent on final Fax: 952.227.1310 plat approval) and preliminary plat approval creating four lots with a Variance to the bluff setback. Senior Center Phone: 952.227.1125 SUBDIVISION REVIEW Fax: 952.227.1110 Website The applicant is creating four lots and one outlot from 3.12 acres. The plat will dedicate www.ci.chanhassen.mn.us the right-of-way for portions of Lake Lucy Road, Yosemite Avenue, and Lakeway Court, SCANNED Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Todd Gerhardt Glaccum Highlands Final Plat — Planning Case 2015-18 September 14, 2015 Page 2 which will have to be renamed since a Lakeway Court already exists. Lots 2-4, Block 1, will be accessed via Lakeway Court and Lot 1 will access via Yosemite Avenue. Outlot A contains a wetland and will be dedicated to the city and preserved as permanent open space. Additionally, a conservation easement shall be recorded over the extended wetland buffer area on the property. v OUf WT A .nro I ter_ ��+ evarxr 1 SW tr4 rF N'W 1/4 Jr SECT?a?h' 2 TW -P. 1%, RCrE 23 LAKE LUCY a Ifw 4n et rid. �..— .... .. i 1 LAKEWAY COURT 1 I I I 1 1 I I 1 I I I I I� e 31 . EASEMENTS The developer is recording an access easement from Lakeway Court to the property to the east over Lot 4 to provide potential future access to �. the property to the east, which could eliminate direct access to Lake Lucy Road, an arterial road in the city's roadway classification. 4 A conservation easement / ' is proposed adjacent to the wetland and along the a r °' ° r 4 -. .\ L northerly property line of Y PPeth' J� Lot 4. This easement will �✓ t! ;4 i:-' `, � preserved existing trees r 1 TM and push grading farther s� ' away from the wetland. i = t; _'i��t•`tl{as��fi 1 ot-t�lbgl , F , Slfie � plat'ssraff report fp.doc \�rfs5\cfWSbamd_data\plm\2015 planning cases\2015-18 glam m running & subdivision with varim,cesliinal Todd Gerhardt Glaccum Highlands Final Plat — Planning Case 2015-18 September 14, 2015 Page 3 GRADING Drainage Under existing conditions, the majority of the site drains to the north to City wetland 10-116-23- 02-031-A. This wetland is a Manage 2, Type 3 wetland dominated by cattails and reed canary grass which is hydrologically connected to a Manage I wetland. The drainage is conveyed through a culvert to Clasen Lake before heading through Curry Farms Park and onto Christmas Lake. The remainder of the site drains to Lake Lucy Road where it is picked up in the storm sewer and conveyed to Lake Lucy. Under proposed conditions, the watershed area will remain largely unchanged. The proposed cul-de-sac and portions of Lots 2, 3 and 4 will be treated through an underground infiltration facility. This facility is comprised of perforated pipe embedded in washed rock. Rates to Lake Lucy Road will be reduced under all modeled storm events post -development. Rates to the wetland will increase slightly — 0.70 cubic feet per second at most. The wetland can accommodate the input with zero discharge off-site and, therefore does not pose a threat to downstream areas. Under section 19-143, rates can increase if it can be demonstrated that "no adverse downstream effects will result from the proposed system." Given that the water is contained within the wetland, staff feels that this condition is met. The grading plan has incorporated the conditions of approval related to additional spot elevation and slope labels. The plan has been revised to include draintile service for Lot 1, Block 1 to promote drainage from the back to the front of the lot. Erosion Prevention and Sediment Control The proposed development will exceed one (1) acre of disturbance and will, therefore, be subject to the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System (NPDES Construction Permit). The applicant has prepared a draft Surface Water Pollution Prevention Plan (SWPPP) for the city's review. This SWPPP has been revised to be consistent with the NPDES Construction Permit and contains all required elements as listed in Parts III and IV of the permit with the exception of those items that will not be known until a contractor is selected. The erosion prevention and sediment control plans are consistent with Section 19-145 of city code. When individual building permit applications are submitted, an erosion control plan consistent with Section 19-145 of city code will be required specific to each lot. \\cfs5\cfs5\shared_da1a\plan\2015 planning cases\2015-18 glam= rezoning & subdivision with variancesVinal plat\staff report fp.doc Todd Gerhardt Glaccum Highlands Final Plat — Planning Case 2015-18 September 14, 2015 Page 4 SITE CONSTRAINTS Wetland Protection The City of Chanhassen Wetland Inventory and the Minnehaha Creek Watershed Wetland Inventory both indicate a wetland immediately on, and adjacent to the subject property. The applicant has had the wetland delineated by a certified wetland delineator. Staff approved the delineation on July 17, 2015. The proposed plan does not result in any impacts to the wetland. The proposed buffer area meets the city requirements. In addition, a conservation easement is being proposed around the wetland to mitigate for the requested variance to make significant topographic alterations to the bluff area. The wetland area itself is being placed within an outlot which will be dedicated to the city. Bluff Protection There is a portion of the property that meets the criteria for bluff: li TOP OF SLOPE- .awes TOE OF SLOPE ------------- _ xronm a SLOPE MEETING CITY CODE BLUFF CRITERIA w xZ w Is 'A9TZPNE ' Tl1RE SETBACK N_f_--------- having a vertical rise of at least 25 feet, having a horizontal run of at least 50 feet and having a grade of at least 33%. This bluff area is shown on figure 1 as stippled grey. The rest of the slope fails to meet the required 25 foot vertical rise. However, in many cases it is actually steeper than the bluff area. This means people could potentially build to the top of the slope even though it is no more stable than the area considered bluff. By grading as is proposed, these areas of steep slope are eliminated on the subject - property. To illustrate this, Figure 1. Bluff area currently the slope on proposed Lot 1 is 2:1 or 50%. Under the proposed conditions, this area is reduced to 4:1 slopes. It is the case on all proposed lots that the slopes will never exceed 4:1. In some areas it is currently as steep as 65%. Shoreland Management The property does not lie within a shoreland area. Floodplain Overlay This property does not lie with a floodplain. \�cfs5kfs5\sharod_data\plan\2015 planning cases12015-18 glamum rezoning & subdivision with variancmTinal plat\staff reporl fp.doc Todd Gerhardt Glaccum Highlands Final Plat — Planning Case 2015-18 September 14, 2015 Page 5 RETAINING WALLS An existing, limestone retaining wall runs along the southern property line adjacent to the Lake Lucy Road trail. This wall is in disrepair and it obstructs the sight lines for vehicles at the intersection with Yosemite Avenue. The proposed plan would remove this wall and grade the sight to reduce the visual obstruction. Removal of this wall would also benefit trail users by removing a hazard from the vicinity of the trail. The MnDOT Bikeway Facility Design Manual calls for a minimum of 20 inches clearance from the trail to retaining walls. The developer proposes three boulder retaining walls on this site: two on Lot 3, and one on Lot 4. The plan calls for a safety railing to be installed where the wall height is greater than 4 feet. The walls will be owned and maintained by the individual property owners. The plans shall show the top and bottom wall elevation for all proposed walls. The plan set states that all walls 4 feet in height or greater shall be designed by a structural engineer. k�cfs5\cfs5 shared_daWplan\2015 planning cases\2015-18 glaccum rezoning & subdivision with variancesT-rnal plat\mff report fp.doc Todd Gerhardt Glaccum Highlands Final Plat — Planning Case 2015-18 September 14, 2015 Page 6 The walls on the north side of Lot 3, Block 1 are approximately 150 feet long. The lower wall is approximately 4 feet tall and the upper wall is approximately 6 feet tall. Walls over 6 -feet tall shall not be boulder walls. Tiered boulder walls with a combined total height greater than 6 -feet tall must have adequate spacing between such that they do not structurally impact one another. The vegetation between tiered walls shall be low or no maintenance. The wall on Lot 4, Block 1 is approximately 200 feet long with a maximum height of approximately 6.5 feet. It is located between the proposed home on Lot 4 and the eastern property line. The wall is outside the 5 -foot perimeter drainage and utility easement. STREETS The proposed street plan consists of a public cul-de-sac to access onto Lake Lucy Road opposite the intersection with Lakeway Drive. This 90 -foot diameter cul-de-sac will be named Lakeway Court and will provide access to 3 of the lots on this site as well as a possible future access to the property east of the site: 1430 Lake Lucy Road (see discussion in the Driveway section). The cul-de-sac is approximately 238 feet long with a profile grade of 5.00%, which meets the guidelines for public streets. A 50 -foot landing at 2.00% grade is provided for vehicles at the intersection with Lake Lucy Road. The plans have been revised to include a stop sign for traffic on Lakeway Drive to come to a stop before crossing or entering Lake Lucy Road. M&.._ AM Future Connection to Lakeway Drive Cul -de -Sac 101 a \/:7\Illy The plan has been revised to show proposed driveway elevations at the center of the proposed driveway at the curb line as well as the maximum slope on each driveway. The maximum allowed driveway grade is 10% at any point on the driveway. In the applicant's narrative for a variance request, one of the benefits listed is to allow future access reduction on Lake Lucy Road by providing a future access for the driveway of the adjacent property, 1430 Lake Lucy Road. This future connection would eliminate 2 accesses onto Lake Lucy Road, as 1430 has a u -shaped drive (see aerial photo). Lake Lucy Road is classified as a major collector in the 2030 Comprehensive Plan, therefore access reduction would be consistent with the plan. See the easement section for further discussion. \\cfs5\cfs5\shared_data�plan\2015 planning cass\2015-18 glaccum rezoning & subdivision with variances\final plat\staff report fp.doc Todd Gerhardt Glaccum Highlands Final Plat — Planning Case 2015-18 September 14, 2015 Page 7 The trail on Lake Lucy Road will be reconstructed as part of this proposed development. The plan has been revised to provide a minimum 5 -foot buffer per the MnDOT Bikeway Facility Design Manual recommended path separation from the roadway to increase safety. The pedestrian ramp at the comer of Lake Lucy Road and Yosemite Avenue shall be replaced with an ADA compliant pedestrian ramp. The City of Chanhassen standard detail plates for pedestrian ramps have been added to the plan set. SANffARY SEWER AND WATERMAIN The developer proposes to directionally bore a connection under Lake Lucy Road to the existing sanitary sewer manhole on Lakeway Drive. This connection is at a depth that allows sanitary sewer access to all the proposed lots on this development. The sanitary sewer main on site will be 8" PVC and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. The developer shall connect to the existing watermain on Lake Lucy Road. The 8" watermain pipe shall be C900 and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. The proposed sanitary sewer and water main shall become City -owned after construction and acceptance by the City Council. The preliminary staff report required the developer to extend the sanitary sewer and water main to the northern property line of Lot 1 for future connection of properties to the west. However, the City does not have a development concept for that property, so eventual development of that property may not require the northern extension. Furthermore, the topography of the area lends itself to constructing the sanitary sewer on the west side of Yosemite. The sanitary extension to the west line of the Glaccum property as shown in the plans will be sufficient. The extension to the northern property line will not be required for this development. STORM WATER MANAGEMENT Article VII, Chapter 19 of City Code describes the required storm water management development standards. Section 19-141 states that "these development standards shall be reflected in plans prepared by developers and/or project proposers in the design and layout of site plans, subdivisions and water management features." \\cfs5\cfs5\shared_data\plan\2015 planning cases\2015-I8 glaccum rezoning & subdivision with variancesTnal plat\staff report fp.doc Todd Gerhardt Glaccum Highlands Final Plat — Planning Case 2015-18 September 14, 2015 Page 8 The applicant is proposing an underground infiltration system located between Lot 2 and Lot 3. The outflow elevation for the system is at 1019 feet. The low floor elevation for Lot 3 is at 1019.8 feet. City code requires that a three (3) foot separation exists between the highest known groundwater elevation and the lowest floor elevation. Staff has discussed this with the consulting engineer. They are will either look to lower the system - which could prove difficult as it could potentially make the system too deep to maintain between the two houses — or they must stipulate in the development contract that the house on Lot 3 must be a left loaded garage. This would significantly increase the horizontal separation. The proposed system does meet the volume reduction requirements as well as the total phosphorus and total suspended solid reductions as required by NPDES and MCWD rules. The long term maintenance and operation of the system is of concern to city staff. As there are only four (4) homes in the development it is highly unlikely that the HOA, if one were to be formed, would have the resources to maintain the system. Even if the HOA was formed to assume maintenance of the system, Chanhassen, as an MS4 City, is required to assure that these systems are maintained and functioning properly. If this system is approved it would fall to the city to maintain and operate the system. Staff is concerned that this might expose the city with liabilities. The City's legal counsel should be involved in the drafting of any agreements relating to this facility. \\cfs5\cfs5\shared_daWplan\2015 planning cases\2015-I8 glaocum rezoning & subdivision with variancesd;nal plat\staff report fp.doc Todd Gerhardt Glaccum Highlands Final Plat — Planning Case 2015-18 September 14, 2015 Page 9 Storm Water Utility Connection Charges Section 4-30 of code sets out the fees associated with surface water management. A water quality and water quantity fee are collected with a subdivision. These fees are based on land use type and are intended to reflect the fact that the more intense development type, the greater the degradation of surface water. This fee will be applied to the new lot of record being created. It is calculated as shown in the table below. Per acre rate Applicable Area ac Totals Water Quahty $3,110.00 2.214 $6,885.54 Water Quantity $4,440.00 2.214 $9,830.16 -$3,110.00(0.5) 0.801 -$1,245.56 Total due at final plat 198 $15,470.15 ASSESSMENTS Water and sewer partial hook-ups are due at the time of final plat. The partial hook-up fees will be assessed at the rate in effect at that time. The remaining partial hook-ups fees are due with the building permit. COMPLIANCE TABLE @ 90 feet at the building setback line. Setbacks: RSF: front -30 -ft., side -l0 -ft., rear -30 -ft., wetland buffer -20 ft., buffer setback -30 ft. Hard Cover: 25% DEVELOPMENT CONTRACT The attached development contract incorporates the conditions of approval for the final plat and construction plans and specifications. A $491,125.57 financial security is required to guarantee compliance with the terms of the development contract relating to site grading, the installation of public streets and utilities, one-year of public street light operating costs, engineering, surveying, inspection, landscaping and topsoil. \\cfs5\cfs5\shared_data\plan\2015 planning cases\2015-I8 glaccum rezoning & subdivision with variancesTinal plffi\staff report fp.doc Areas . ft. Frontage ft. Depth ft. Notes Code 15,000 90 125 Lot 1, Blk 1 20,096 110 198 Comer lot, wetland setback Lot 2, Blk 1 16,068 86@ 143 Corner lot Lot 3, Blk 1 21,697 55.67@ 164 Wetland setback Lot 4, Blk 1 21,696 169 260 Outlot A 19,342 0.44 acres, Wetland ROW 37,206 0.86 acres Total 136,105 3.12 acres @ 90 feet at the building setback line. Setbacks: RSF: front -30 -ft., side -l0 -ft., rear -30 -ft., wetland buffer -20 ft., buffer setback -30 ft. Hard Cover: 25% DEVELOPMENT CONTRACT The attached development contract incorporates the conditions of approval for the final plat and construction plans and specifications. A $491,125.57 financial security is required to guarantee compliance with the terms of the development contract relating to site grading, the installation of public streets and utilities, one-year of public street light operating costs, engineering, surveying, inspection, landscaping and topsoil. \\cfs5\cfs5\shared_data\plan\2015 planning cases\2015-I8 glaccum rezoning & subdivision with variancesTinal plffi\staff report fp.doc Todd Gerhardt Glaccum Highlands Final Plat — Planning Case 2015-18 September 14, 2015 Page 10 The cash fees for this project total $57,165.48. City funds are not needed as part of this private development project. PLANS & SPECIFICATIONS The applicant has also submitted detailed construction plans and specifications for staff review and City Council approval. Staff has reviewed the plans and specifications and finds the plans still need some minor modifications. Staff requests that the City Council grant staff the flexibility to administratively approve the plans after working with the applicant's engineer to modify the plans accordingly. The plans and specifications are available for review in the Engineering Department. REVIEW CONDITIONS OF APPROVAL Building: 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. *This condition still applies. 2. Engineered design and building permits are required for retaining walls exceeding four feet in height. *This condition still applies. 3. Each lot must be provided with a separate sewer and water service. *This condition still applies. 4. Demolition permits must be obtained before demolishing any structures. *This condition still applies. 5. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. *This condition still applies. 6. If applicable, existing home(s) affected by the new street will require address changes. *This condition still applies. Engineering: 1. The existing easements on the property shall be shown on the existing topography page of the plan set. *This condition has been met. \\cfs5\cfs5\chared_data plan\2015 planning cases\20 15- 18 glaccunn rezoning & subdivision with variaocesTmal plat\ttaff report fp.doc Todd Gerhardt Glaccum Highlands Final Plat — Planning Case 2015-18 September 14, 2015 Page 11 The easement dimensions must be revised over the sanitary sewer to provide adequate area to excavate the pipe for future maintenance at a 1:1 slope (minimum), or a 1:1.5 slope (preferred). *This condition has been met. The developer shall dedicate a conservation easement over the wooded area being preserved adjacent to the wetland. The conservation easement language must allow the property owner of Lot 3, Block 1 to perform proper maintenance and/or replacement of their lower retaining wall or the conservation easement and/or wall must be shifted to allow enough area for said maintenance. *This condition has been met. 4. Condition has been modified as follows: For future benefit, an access easement across Lot 4 must be granted to the property at 1430 Lake Lucy Road, or the portion of Lot 4 that lies between the cul-de-sac and 1430 Lake Lucy Road must be dedicated as public right-of- way to be recorded with the final plat. 5. The grading plan must be revised to include the proposed elevations at each lot comer. *This condition has been met. 6. Lot 1, Block 1 shall require drain tile service to promote drainage from the back to the front of the lot. *This condition has been met. 7. The wetland delineation is approved or, if need be, modified for approval and the setbacks and buffer areas are changed as necessary. *This condition has been met. 8. The Surface Water Pollution Prevention Plan shall be modified to include all elements as required in Parts III and IV of the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System. *This condition has been met. 9. The SWPPP shall list among the quantities the required volume of topsoil to spread six inches on all areas to be sodded or seeded. *This condition has been met. 10. The retaining walls will be owned and maintained by the individual property owners. *This condition still applies. \\cfs5\cfs5\shared_data\plan\2015 planning cass\2015-18 glaccum rezoning & subdivision with variances\final plat\staff report fp.doc Todd Gerhardt Glaccum Highlands Final Plat — Planning Case 2015-18 September 14, 2015 Page 12 11. The plans shall show the top and bottom wall elevation for all proposed walls. *This condition has been met. 12. Walls over six feet high shall not be boulder walls. *This condition still applies. 13. Tiered boulder walls with a combined total height greater than six feet must have adequate spacing between such that they do not structurally impact one another. *This condition still applies. 14. The vegetation between tiered walls shall be low or no maintenance. *This condition has been met. 15. A stop sign shall be installed for traffic on Lakeway Drive before crossing or entering Lake Lucy Road. *This condition has been met. 16. The plan must show proposed driveway elevations at the center of the proposed driveway at the curb line as well as the maximum slope on each driveway. *This condition has been met. 17. The maximum allowed driveway grade is 10% at any point on the driveway. The Lot 1 and Lot 4 driveways must be revised to be under that maximum. *This condition has been met. 18. The plan shall be revised such that there is a five-foot buffer between the trail and traffic on Lake Lucy Road. *This condition has been met. 19. The pedestrian ramp at the comer of Lake Lucy Road and Yosemite Avenue shall be replaced with an ADA -compliant pedestrian ramp. *This condition has been met. 20. The City of Chanhassen standard detail plates for pedestrian ramps shall be added to the plan set. *This condition has been met. \\cMs cW\shared_data\plan\2015 planning cases\2015-18 glaccutn running & subdivision with variarimdiinal plat\staff report rp.doc Todd Gerhardt Glaccum Highlands Final Plat — Planning Case 2015-18 September 14, 2015 Page 13 21. The sanitary sewer main on site shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. *This condition still applies. 22. The eight -inch watermain shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. *This condition still applies. 23. The proposed sanitary sewer and water main shall become city -owned after construction and acceptance by the City Council. *This condition still applies. 24. The city shall require the developer to extend the sanitary sewer and water main to the northern property line of Lot 1 for future connection of properties to the west. *This condition no longer applies. 25. The detail plates in the plan set must be updated with the most current City of Chanhassen plates. *This condition has been met. 26. The applicant's engineer shall provide the anticipated operations and maintenance requirements for the infiltration system and shall demonstrate to the satisfaction of the city, how maintenance, including excavation, can occur. *This condition has been met. 27. The applicant shall move MH 2 to the curb line and, if need be, move OCS 3 a commensurate distance. 28. The sump depth of MH2 shall be four feet. *This condition has been met. 29. A total of $14,722.50 in storm water utility connection charges shall be due at time of final plat. *This condition shall be modified as follows: A total of $15,470.15 in storm water utility connection charges shall be due at time of final plat. 30. The applicant is responsible for procurement of, and compliance with, any other agency approvals that may be necessary. *This condition still applies. \\cfs5\cfs5\shared_data\plan\2015 planning cases\2015-18 glaccum rezoning & subdivision with variances4inal plat\staff report fp.doc Todd Gerhardt Glaccum Highlands Final Plat — Planning Case 2015-18 September 14, 2015 Page 14 31. Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. *This condition still applies. Environmental Resources: 1. Tree protection fencing will be required at the construction limits prior to any grading. *This condition still applies. 2. Lots 1 through 4 will have the following quantities of trees planted, as shown on the landscape plan dated 6/16/15: Lot 1 - 4 trees; Lot 2 - 3 trees; Lot 3 - 3 trees; Lot 4 - 4 trees. Bufferyard plantings will be located on Lots 1, 2 and 4. 3. Conservation easement signage shall be installed at property lines and directional changes. *This condition still applies. 4. All retaining walls must be located outside of the Conservation Easement. *This condition still applies. Fire: 1. Provide a three-foot clear space around the new fire hydrant. *This condition still applies. 2. No burning permits will be issued for tree, brush removal. *This condition still applies. 3. Submit proposed street name to Chanhassen Building Official and Fire Marshal for review and approval. *This condition still applies. There currently exists a Lakeway Court. A unique street name is required. 4. Street name sign shall be installed prior to any building construction. *This condition still applies In addition, based on review of the final plans, the following condition shall be added: 5. Consideration should be given to the size of the domestic water lines serving future homes. If any homes exceed 4,500 square feet, the building code now requires them to have a residential fire sprinkler system installed. Many homes have I -inch water lines. In some cases, the 1 -inch line is not capable of supplying the needed flow or pressure due to setbacks \\cfs5\cfs5\shared_data\plan\2015 planning cases\2015-18 glaccum rezoning & subdivision with variancesVinal plat\staff report fp.doc Todd Gerhardt Glaccum Highlands Final Plat — Planning Case 2015-18 September 14, 2015 Page 15 or elevation changes. An upsize to 1 %-inch water line in most cases will handle the required water supply. Discussion with a fire sprinkler contractor is highly recommended to assist with the design and flows required. Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected. One lot is being granted park fee credit in recognition of the existing single-family residence that was on the property. The park fees will be collected in full at the rate in force upon final plat submission and approval. *This condition shall be amended as follows: Park fees in the amount of $17,400.00 shall be paid prior to the recording of the final plat. RECOMMENDATION Staff recommends approval of the final plat, development contract and plans and specifications prepared by Alliant Engineering., dated 08/14/15 for Glaccum Highlands subject to the following conditions: Buildine: 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. 2. Engineered design and building permits are required for retaining walls exceeding four feet in height. 3. Each lot must be provided with a separate sewer and water service. 4. Demolition permits must be obtained before demolishing any structures. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. 5. If applicable, existing home(s) affected by the new street will require address changes. En 'nig: 1. The developer shall dedicate a conservation easement over the wooded area being preserved adjacent to the wetland. The conservation easement language must allow the property owner of Lot 3, Block 1 to perform proper maintenance and/or replacement of their lower retaining wall or the conservation easement and/or wall must be shifted to allow enough area for said maintenance. \�Cfs5\cfs5\shared_data\plan\2015 planning cases\2015-18 gla = retuning & subdivision with variances\final plafttaff report fp.doc Todd Gerhardt Glaccum Highlands Final Plat — Planning Case 2015-18 September 14, 2015 Page 16 2. For future benefit, an access easement across Lot 4 must be granted to the property at 1430 Lake Lucy Road, or the portion of Lot 4 that lies between the cul-de-sac and 1430 Lake Lucy Road must be dedicated as public right-of-way to be recorded with the final plat. 3. The retaining walls will be owned and maintained by the individual property owners. 4. Walls over six feet high shall not be boulder walls. 5. Tiered boulder walls with a combined total height greater than six feet must have adequate spacing between such that they do not structurally impact one another. 6. The sanitary sewer main on site shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. 7. The eight -inch water main shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. 8. The proposed sanitary sewer and water main shall become city -owned after construction and acceptance by the City Council. 9. The applicant shall move MH 2 to the curb line and, if need be, move OCS 3 a commensurate distance. 10. A total of $15,470.15 in storm water utility connection charges shall be due at time of final plat. 11. The applicant is responsible for procurement of, and compliance with, any other agency approvals that may be necessary. 12. Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. Environmental Resources: 5. Tree protection fencing will be required at the construction limits prior to any grading. 6. Lots 1 through 4 will have the following quantities of trees planted, as shown on the landscape plan dated 6/16/15: Lot 1 - 4 trees; Lot 2 - 3 trees; Lot 3 - 3 trees; Lot 4 - 4 trees. Bufferyard plantings will be located on Lots 1, 2 and 4. \\cfs5\cfs5\shared_data\plan\2015 planning cases\2015-18 glaccurn rezoning & subdivision with variances\ftnal plat\staff report fp.doc Todd Gerhardt Glaccum Highlands Final Plat — Planning Case 2015-18 September 14, 2015 Page 17 7. Conservation easement signage shall be installed at property lines and directional changes. 8. All retaining walls must be located outside of the Conservation Easement. Fire: 1. Provide a three-foot clear space around the new fire hydrant. 2. No burning permits will be issued for tree, brush removal. 3. Submit proposed street name to Chanhassen Building Official and Fire Marshal for review and approval. 4. Street name sign shall be installed prior to any building construction. 5. Consideration should be given to the size of the domestic water lines serving future homes. If any homes exceed 4,500 square feet, the building code now requires them to have a residential fire sprinkler system installed. Many homes have 1 -inch water lines. hi some cases, the 1 -inch line is not capable of supplying the needed flow or pressure due to setbacks or elevation changes. An upsize to 13/ inch water line in most cases will handle the required water supply. Discussion with a fire sprinkler contractor is highly recommended to assist with the design and flows required. Parks: 1. Park fees in the amount of $17,400.00 shall be paid prior to the recording of the final plat. ATTACHMENTS 1. Reduced Copy Final Plat. 2. Development Contract. \\cfs5\cfsS\shared_data\plan\2015 planning cases\2015-I8 glaccum rezoning & subdivision with variancesVinal plat\staff report fp.doc .un.rv• �w�M•e�uiw.ua.w GLACCUM HIGHLANDS e_ —a r > a � P Q i I i LAKE LUCY wFvew.rrer C0. LOL.IA ww�.Y ww••n+�w�.�...�mw �•�•KiY�u.w.Pnww.n�Ywwww....Y+i.T.wY~wn ...wr.w.. TwT w.n..w.wgw_ w ALLIANT IAId:WAY COURT ^ROAD e9 r C0. LOL.IA ww�.Y ww••n+�w�.�...�mw �•�•KiY�u.w.Pnww.n�Ywwww....Y+i.T.wY~wn ...wr.w.. TwT w.n..w.wgw_ w ALLIANT CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA GLACCUM HIGHLANDS DEVELOPMENT CONTRACT (Developer Installed Improvements) TABLE OF CONTENTS SPECIAL PROVISIONS PAGE 1. REQUEST FOR PLAT APPROVAL............................................................................SP-1 2. CONDITIONS OF PLAT APPROVAL........................................................................SP-1 3. DEVELOPMENT PLANS............................................................................................SP-1 4. IMPROVEMENTS........................................................................................................ SP -2 5. TIME OF PERFORMANCE.........................................................................................SP-2 6. SECURITY....................................................................................................................SP-2 6. 7. NOTICE.........................................................................................................................SP-3 8. OTHER SPECIAL CONDITIONS................................................................................SP-3 9. GENERAL CONDITIONS........................................................................................... SP -5 GENERAL CONDITIONS I. RIGHT TO PROCEED.................................................................................................GC-1 2. PHASED DEVELOPMENT........................................................................................GC-1 3. PRELIMINARY PLAT STATUS................................................................................GC-1 4. CHANGES IN OFFICIAL CONTROLS.....................................................................GC-I 5. IMPROVEMENTS....................................................................................................... GC -1 6. IRON MONUMENTS..................................................................................................GC-2 7. LICENSE......................................................................................................................GC-2 8. SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2 8A. EROSION CONTROL DURING CONSTRUCTION OF A DWELLING OR OTHER BUILDING..................................................................................GC-2 9. CLEAN UP...................................................................................................................GC-3 10. ACCEPTANCE AND OWNERSHIP OF IMPROVEMENTS....................................GC-3 11. CLAIMS.......................................................................................................................GC-3 12. PARK DEDICATION..................................................................................................GC-3 13. LANDSCAPING..........................................................................................................GC-3 14. WARRANTY...............................................................................................................GC-4 15. LOTPLANS.................................................................................................................GC-4 16. EXISTING ASSESSMENTS.......................................................................................GC-4 17. HOOK-UP CHARGES.................................................................................................GC-4 18. PUBLIC STREET LIGHTING.....................................................................................GC-4 19. SIGNAGE.....................................................................................................................GC-5 20. HOUSE PADS..............................................................................................................GC-5 21. RESPONSIBILITY FOR COSTS................................................................................GC-5 22. DEVELOPER'S DEFAULT.........................................................................................GC-6 22. MISCELLANEOUS A. Construction Trailers........................................................................................GC-6 B. Postal Service ....................................................................................................GC-7 C. Tbird Parties......................................................................................................GC-7 D. Breach of Contract............................................................................................GC-7 E. Severability .......................................................................................................GC-7 i F. G. H. I. J. K. L. M. N. O. P. Q. R. S. T. U. V. W. X. Y. Z. BuildingPermits...............................................................................................GC-7 Waivers/Amendments ....................................................................................... GC -7 Release.............................................................................................................. GC -7 Insurance........................................................................................................... GC -7 Remedies...........................................................................................................GC-8 Assignability..................................................................................................... GC -8 ConstructionHours...........................................................................................GC-8 NoiseAmplification..........................................................................................GC-8 Access...............................................................................................................GC-8 StreetMaintenance ............................................................................................GC-8 Storm Sewer Maintenance ................................................................................GC-9 Soil Treatment Systems....................................................................................GC-9 Variances...........................................................................................................GC-9 Compliance with Laws, Ordinances, and Regulations.....................................GC-9 Proofof Title.....................................................................................................GC-9 SoilConditions................................................................................................GC-10 SoilCorrection................................................................................................GC-10 HaulRoutes..........................................................................................................GC-10 DevelopmentSigns..............................................................................................GC-10 Construction Plans...............................................................................................GC-10 As -Built Lot Surveys...........................................................................................GC-11 ii CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) :/9�CKfl11��:1_[e�lIJ.\1.17;1 SPECIAL PROVISIONS AGREEMENT dated by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, Estate Development Corporation, a limited liability corporation (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for GLACCUM HIGHLANDS (referred to in this Contract as the "plat'). The land is legally described on the attached Exhibit "A". 2. Conditions of Plat Approval. The City hereby approves the plat on condition that the Developer enter into this Contract, famish the security required by it, and record the plat with the County Recorder or Registrar of Titles within 30 days after the City Council approves the plat. 3. Development Plans. The plat shall be developed in accordance with the following plans. The plans shall not be attached to this Contract. With the exception of Plan A, the plans may be prepared, subject to City approval, after entering the Contract, but before commencement of any work in the plat. If the plans vary from the written terms of this Contract, the written terms shall control. The plans are: Plan A: Final plat approved 08/14/2015, prepared by Alliant Engineering, hic. Plan B: Grading, Drainage and Erosion Control Plan dated 08/14/2015, prepared by Alliant Engineering, Inc. Plan C: Plans and Specifications for Improvements dated 08/14/2015, prepared by Alliant Engineering, Inc. Plan D: Landscape Plan dated 08/14/2015, prepared by Alliant Engineering, Inc. SP -1 4. Improvements. The Developer shall install and pay for the following: A. Sanitary Sewer System B. Water System C. Storm Water Drainage System D. Streets E. Concrete Curb and Gutter F. Street Lights G. Site Grading/Topsoil/Restoration H. Underground Utilities (e.g. gas, electric, telephone, CATV) I. Setting of Lot and Block Monuments J. Surveying and Staking K. Landscaping L. Erosion Control 5. Time of Performance. The Developer shall install all required improvements except for the wear course on public streets by November 15, 2015. The Developer may, however, request an extension of time from the City Engineer. If an extension is granted, it shall be conditioned upon updating the security posted by the Developer to reflect cost increases and the extended completion date. 6. Security. To guarantee compliance with the terms of this Contract, payment of special assessments, payment of the costs of all public improvements, and construction of all public improvements, the Developer shall furnish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $491,125.57. The amount of the security was calculated as 110% of the following: Site Grading/Erosion Control/Restoration $165,514.01 Sanitary Sewer $ 58,764.20 Watermain $ 26,217.00 Storm Sewer, Drainage System, including cleaning and maintenance $ 29,975.04 Streets $105,197.45 Sub -total, Construction Costs $385,667.70 Engineering, surveying, and inspection (7% of construction costs) $ 26,996.74 Landscaping (2% of construction costs) $ 7,713.35 Street lights and street signs (1 light @ $2,200 + 2 signs @ $250) $ 2,700.00 Topsoil (3.12 acres * $7500/acre) $ 23,400.00 Sub -total, Other Costs $ 60,810.09 TOTAL COST OF PUBLIC IMPROVEMENTS $446,477.79 SECURITY AMOUNT 110% of $446,477.79 $491,12557 SP -2 This breakdown is for historical reference; it is not a restriction on the use of the security. The security shall be subject to the approval of the City. The City may draw down the security, without notice, for any violation of the terms of this Contract. If the required public improvements are not completed at least thirty (30) days prior to the expiration of the security, the City may also draw it down. If the security is drawn down, the draw shall be used to cure the default. With City approval, the security may be reduced from time to time as financial obligations are paid, but in no case shall the security be reduced to a point less than 10% of the original amount until (1) all improvements have been completed, (2) iron monuments for lot comers have been installed, (3) all financial obligations to the City satisfied, (4) the required "record" plans have been received by the City, (5) a warranty security is provided, and (6) the public improvements are accepted by the City. 7. Notice. Required notices to the Developer shall be in writing, and shall be either hand delivered to the Developer, its employees or agents, or mailed to the Developer by registered mail at the following address: Thomas L. Gonyea Estate Development Corporation, LLC 15250 Wayzata Blvd Suite 101 Wayzata, MN 55391 Phone: 612-990-0666 Notices to the City shall be in writing and shall be either hand delivered to the City Manager, or mailed to the City by certified mail in care of the City Manager at the following address: Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, Minnesota 55317, Telephone (952) 227-1100. 8. Other Special Conditions. A. SECURITIES AND FEES A $491,125.57 letter of credit or escrow for the developer -installed improvements, the $57,165.48 cash administration fee and the fully -executed development contract must be submitted and shall be submitted prior to scheduling a pre -construction meeting. The cash fee was calculated as follows: Administration Fee (3% of $446,477.79) $13,394.33 Surface Water Management Fee (per Paragraph 8, Subpart H-9) $15,470.15 Park Dedication Fee (per Paragraph 8, Subpart F) $17,400.00 Street Lighting Charge (1 light x $300/light) $300.00 GIS Fee ($25 plat + $10/parcel x 4 parcels) $65.00 Partial Sanitary Sewer Hookup Fee (per Paragraph 8, Subpart F-6) $2,708.00 Partial Water Hookup Fee (per Paragraph 8, Subpart F-6) $7,828.00 Total Cash Fee $57,165.48 SP -3 If the signs must be installed in frost conditions, an additional $250/post must be paid by the developer. B. The developer agrees to implement the recommendations listed in the September 14, 2015 staff report. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. SP -4 M (SEAL) Denny Laufenburger, Mayor Todd Gerhardt, City Manager Estate Development Corporation, LLC: Thomas L. Gonyea, President STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this day of 2015, by Denny Laufenburger, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. NOTARY PUBLIC STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 2015, by Thomas L. Gonyea, President of Estate Development Corporation, a limited liability company, on behalf of the company. DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 SP -5 NOTARY PUBLIC EXIDBIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: That part of the Southwest Quarter of the Northwest Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota, described as follows: Commencing at the southwest comer of said Southwest Quarter of the Northwest Quarter; thence on an assumed bearing of South 88 degrees 03 minutes 48 seconds East along the south line of said Southwest Quarter of the Northwest Quarter a distance of 330.10 feet to the point of beginning; thence North 01 degrees 50 minutes 12 seconds East 331.80 feet to the intersection of the westerly extension of the south line of SHADOW RIDGE; thence South 88 degrees 03 minutes 48 seconds East 408.80 feet along the southerly line of SHADOW RIDGE 3'd ADDITION and SHADOW RIDGE; thence South 01 degrees 21 minutes 04 seconds West 331.81 feet along SHADOW RIDGE and SHADOW RIDGE 2°d ADDITION to the South line of the Southwest Quarter of the Northwest Quarter; thence North 88 degrees 03 minutes 48 seconds West 411.61 to the point of beginning. MORTGAGE HOLDER CONSENT TO DEVELOPMENT CONTRACT which holds a mortgage on the subject property, the development of which is governed by the foregoing Development Contract, agrees that the Development Contract shall remain in full force and effect even if it forecloses on its mortgage. Dated this _ day of 20_ STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 20 .by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952) 227-1100 FEE OWNER CONSENT TO DEVELOPMENT CONTRACT fee owners of all or part of the subject property, the development of which is governed by the foregoing Development Contract, affirm and consent to the provisions thereof and agree to be bound by the provisions as the same may apply to that portion of the subject property owned by them. Dated this _ day of 20_ STATE OF MINNESOTA ) ( ss. COUNTY OF ) The foregoing instrument was acknowledged before me this _ day of 20_, by NOTARY PUBLIC DRAFTED BY: City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 (952)227-1100 D2REVOCABLE LETTER OF CREDTr No. _ Date: TO: City of Chanhassen 7700 Market Boulevard, Box 147 Chanhassen, Minnesota 55317 Dear Sir or Madam: We hereby issue, for the account of (Name of Developer) and in your favor, our Irrevocable Letter of Credit in the amount of $ available to you by your draft drawn on sight on the undersigned bank. The draft must: a) Bear the clause, "Drawn under Letter of Credit No. dated 2 , of _(Name of Bank) ; b) Be signed by the Mayor or City Manager of the City of Chanhassen. c) Be presented for payment at (Address of Bank) on or before 4:00 p.m. on November 30, 2 This Letter of Credit shall automatically renew for successive one-year terms unless, at least forty- five (45) days prior to the next annual renewal date (which shall be November 30 of each year), the Bank delivers written notice to the Chanhassen City Manager that it intends to modify the terms of, or cancel, this Letter of Credit. Written notice is effective if sent by certified mail, postage prepaid, and deposited in the U.S. Mail, at least forty-five (45) days prior to the next annual renewal date addressed as follows: Chanhassen City Manager, Chanhassen City Hall, 7700 Market Boulevard, P.O. Box 147, Chanhassen, MN 55317, and is actually received by the City Manager at least thirty (30) days prior to the renewal date. This Letter of Credit sets forth in full our understanding which shall not in any way be modified, amended, amplified, or limited by reference to any document, instrument, or agreement, whether or not referred to herein. This Letter of Credit is not assignable. This is not a Notation Letter of Credit. More than one draw may be made under this Letter of Credit. This Letter of Credit shall be governed by the most recent revision of the Uniform Customs and Practice for Documentary Credits, International Chamber of Commerce Publication No. 600. We hereby agree that a draft drawn under and in compliance with this Letter of Credit shall be duly honored upon presentation. M Its CITY OF CHANHASSEN DEVELOPMENT CONTRACT (Developer Installed Improvements) EXHIBIT "B" 1. Right to Proceed. Within the plat or land to be platted, the Developer may not grade or otherwise disturb the earth, remove trees, construct sewer lines, water lines, streets, utilities, public or private improvements, or any buildings until all the following conditions have been satisfied: 1) this agreement has been fully executed by both parties and filed with the City Clerk, 2) the necessary security and fees have been received by the City, 3) the plat has been recorded with the County Recorder's Office or Registrar of Title's Office of the County where the plat is located, and 4) the City Engineer has issued a letter that the foregoing conditions have been satisfied and then the Developer may proceed. 2. Phased Development. If the plat is a phase of a multiphased preliminary plat, the City may refuse to approve final plats of subsequent phases if the Developer has breached this Contract and the breach has not been remedied. Development of subsequent phases may not proceed until Development Contracts for such phases are approved by the City. Park charges and area charges for sewer and water referred to in this Contract are not being imposed on oudots, if any, in the plat that are designated in an approved preliminary plat for future subdivision into lots and blocks. Such charges will be calculated and imposed when the outlots are final platted into lots and blocks. 3. Preliminary Plat Status. If the plat is a phase of a multi -phased preliminary plat, the preliminary plat approval for all phases not final platted shall lapse and be void unless final platted into lots and blocks, not outlots, within two (2) years after preliminary plat approval. 4. Changes in Official Controls. For two (2) years from the date of this Contract, no amendments to the City's Comprehensive Plan, except an amendment placing the plat in the current urban service area, or official controls shall apply to or affect the use, development density, lot size, lot layout or dedications of the approved plat unless required by state or federal law or agreed to in writing by the City and the Developer. Thereafter, notwithstanding anything in this Contract to the contrary, to the full extent permitted by state law the City may require compliance with any amendments to the City s Comprehensive Plan, official controls, platting or dedication requirements enacted after the date of this Contract. 5. Improvements. The improvements specified in the Special Provisions of this Contract shall be installed in accordance with City standards, ordinances, and plans and specifications which have been prepared and signed by a competent registered professional engineer furnished to the City and approved by the City Engineer. The Developer shall obtain all necessary GC -1 permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding with construction. The City will, at the Developer's expense, have one or more construction inspectors and a soil engineer inspect the work on a full or part-time basis. The Developer shall also provide a qualified inspector to perform site inspections on a daily basis. Inspector qualifications shall be submitted in writing to the City Engineer. The Developer shall instruct its project engineer/inspector to respond to questions from the City Inspectors) and to make periodic site visits to satisfy that the construction is being performed to an acceptable level of quality in accordance with the engineer's design. The Developer or his engineer shall schedule a preconstruction meeting at a mutually agreeable time at the City Council chambers with all parties concerned, including the City staff, to review the program for the construction work. 6. Iron Monuments. Before the security for the completion of utilities is released, all monuments must be correctly placed in the ground in accordance with Minn. Stat. § 505.02, Subd. 1. The Developer's surveyor shall submit a written notice to the City certifying that the monuments have been installed. 7. License. The Developer hereby grants the City, its agents, employees, officers and contractors a license to enter the plat to perform all work and inspections deemed appropriate by the City in conjunction with plat development. 8. Site Erosion and Sediment Control. Before the site is rough graded, and before any utility construction is commenced or building permits are issued, the erosion and sediment control plan, Plan B, shall be implemented, inspected, and approved by the City. The City may impose additional erosion and sediment control requirements if they would be beneficial. All areas disturbed by the excavation and backfilling operations shall be reseeded forthwith after the completion of the work in that area. Except as otherwise provided in the erosion and sediment control plan, seed shall be certified seed to provide a temporary ground cover as rapidly as possible. All seeded areas shall be fertilized, mulched, and disc anchored as necessary for seed retention. The parties recognize that time is of the essence in controlling erosion and sediment transport. If the Developer does not comply with the erosion and sediment control plan and schedule of supplementary instructions received from the City, the City may take such action as it deems appropriate to control erosion and sediment transport at the Developer's expense. The City will endeavor to notify the Developer in advance of any proposed action, but failure of the City to do so will not affect the Developer's and City's rights or obligations hereunder. No development will be allowed and no building permits will be issued unless the plat is in full compliance with the erosion and sediment control requirements. Erosion and sediment control needs to be maintained until vegetative cover has been restored, even if construction has been completed and accepted. After the site has been stabilized to where, in the opinion of the City, there is no longer a need for erosion and sediment control, the City will authorize the removal of the erosion and sediment control, i.e. hay bales and silt fence. The Developer shall remove and dispose of the erosion and sediment control measures. 8a. Erosion Control During Construction of a Dwelling or Other Building. Before a building permit is issued for construction of a dwelling or other building on a lot, a $500.00 cash 3Z0Q escrow or letter of credit per lot shall also be fiunished to the City to guarantee compliance with City Code § 7-22. 9. Clean up. The Developer shall maintain a neat and orderly work site and shall daily clean, on and off site, dirt and debris, including blowables, from streets and the surrounding area that has resulted from construction work by the Developer, its agents or assigns. 10. Acceptance and Ownership of Improvements. Upon completion and acceptance by the City of the work and construction required by this Contract, the improvements lying within public easements shall become City property. After completion of the improvements, a representative of the contractor, and a representative of the Developer's engineer will make a final inspection of the work with the City Engineer. Before the City accepts the improvements, the City Engineer shall be satisfied that all work is satisfactorily completed in accordance with the approved plans and specifications and the Developer and his engineer shall submit a written statement to the City Engineer certifying that the project has been completed in accordance with the approved plans and specifications. The appropriate contractor waivers shall also be provided. Final acceptance of the public improvements shall be by City Council resolution. 11. Claims. In the event that the City receives claims from laborers, materiahnen, or others that work required by this Contract has been performed, the sums due them have not been paid, and the laborers, materialmen, or others are seeking payment out of the financial guarantees posted with the City, and if the claims are not resolved at least ninety (90) days before the security required by this Contract will expire, the Developer hereby authorizes the City to commence an Interpleader action pursuant to Rule 22, Minnesota Rules of Civil Procedure for the District Courts, to draw upon the letters of credit in an amount up to 125% of the claim(s) and deposit the funds in compliance with the Rule, and upon such deposit, the Developer shall release, discharge, and dismiss the City from any further proceedings as it pertains to the letters of credit deposited with the District Court, except that the Court shall retain jurisdiction to determine attorneys' fees. 12. Park Dedication. The Developer shall pay full park dedication fees in conjunction with the installation of the plat improvements. The park dedication fees shall be the current amount in force at the time of final platting pursuant to Chanhassen City Ordinances and City Council resolutions. 13. Landscaping. Landscaping shall be installed in accordance with Plan D. Unless otherwise approved by the City, trees not listed in the City's approved tree list are prohibited. The minimum tree size shall be two and one-half (2'/Z) inches caliper, either bare mot in season, or balled and burlapped. The trees may not be planted in the boulevard (area between curb and property line). In addition to any sod required as a part of the erosion and sediment control plan, Plan B, the Developer or lot purchaser shall sod the boulevard area and all drainage ways on each lot utilizing a minimum of six (6) inches of topsoil as a base. Seed or sod shall also be placed on all disturbed areas of the lot. If these improvements are not in place at the time a certificate of occupancy is requested, a financial guarantee of $750.00 in the form of cash or letter of credit shall be provided to the City. These conditions must then be complied with within two (2) months after the certificate of occupancy issued, except that if the certificate of occupancy is issued between GC -3 October 1 through May 1 these conditions must be complied with by the following July I st. Upon expiration of the time period, inspections will be conducted by City staff to verify satisfactory completion of all conditions. City staff will conduct inspections of incomplete items with a $50.00 inspection fee deducted from the escrow fund for each inspection. After satisfactory inspection, the financial guarantee shall be returned. If the requirements are not satisfied, the City may use the security to satisfy the requirements. The City may also use the escrowed funds for maintenance of erosion control pursuant to City Code Section 7-22 or to satisfy any other requirements of this Contract or of City ordinances. These requirements supplement, but do not replace, specific landscaping conditions that may have been required by the City Council for project approval. 14. Warranty. The Developer warrants all improvements required to be constructed by it pursuant to this Contract against poor material and faulty workmanship. The Developer shall submit either 1) a warranty/maintenance bond for 100% of the cost of the improvement, or 2) a letter of credit for twenty-five percent (25%) of the amount of the original cost of the improvements. A. The required warranty period for materials and workmanship for the utility contractor installing public sewer and water mains shall be two (2) years from the date of final written City acceptance of the work. B. The required warranty period for all work relating to street construction, including concrete curb and gutter, sidewalks and trails, materials and equipment shall be subject to two (2) years from the date of final written acceptance. C. The required warranty period for sod, trees, and landscaping is one full growing season following acceptance by the City. 15. Lot Plans. Prior to the issuance of building permits, an acceptable Grading, Drainage, Erosion Control including silt fences, and Tree Removal Plan shall be submitted for each lot for review and approval by the City Engineer. Each plan shall assure that drainage is maintained away from buildings and that tree removal is consistent with development plans and City Ordinance. 16. Existing Assessments. Any existing assessments against the plat will be re -spread against the plat in accordance with City standards. 17. Hook-up Charges.. At the time of final plat approval the Developer shall pay 30% of the City Sewer Hook-up charge and 30% of the City Water hook up charge for each lot in the plat in the amount specified in Special Provision, Paragraph 8, of this Development Contract. The balance of the hook-up charges is collected at the time building permits are issued are based on 70% of the rates then in effect, unless a written request is made to assess the costs over a four year term at the rates in effect at time of application. 18. Public Street Lighting. The Developer shall have installed and pay for public street lights in accordance with City standards. The public street lights shall he accepted for City GC -4 ownership and maintenance at the same time that the public street is accepted for ownership and maintenance. A plan shall be submitted for the City Engineer's approval prior to the installation. Before the City signs the final plat, the Developer shall pay the City a fee of $300.00 for each street light installed in the plat. The fee shall be used by the City for furnishing electricity and maintaining each public street light for twenty (20) months. 19. Signage. All street signs, traffic signs, and wetland monumentation required by the City as a part of the plat shall be furnished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly furnish the City "as -built" plans indicating the amount, type and limits of fill on any house pad location. 21. Responsibility for Costs. A. The Developer shall pay an administrative fee in conjunction with the installation of the plat improvements. This fee is to cover the cost of City Staff time and overhead for items such as review of construction documents, preparation of the Development Contract, monitoring construction progress, processing pay requests, processing security reductions, and final acceptance of improvements. This fee does not cover the City s cost for construction inspections. The fee shall be calculated as follows: i) if the cost of the construction of public improvements is less than $500,000, three percent (3%) of construction costs; ii) if the cost of the construction of public improvements is between $500,000 and $1,000,000, three percent (31/6) of construction costs for the first $500,000 and two percent (2%) of construction costs over $500,000; iii) if the cost of the construction of public improvements is over $1,000,000, two and one-half percent (2%z%) of construction costs for the first $1,000,000 and one and one-half percent (1'/s%) of construction costs over $1,000,000. Before the City signs the final plat, the Developer shall deposit with the City a fee based upon construction estimates. After construction is completed, the final fee shall be determined based upon actual construction costs. The cost of public improvements is defined in paragraph 6 of the Special Provisions. B. In addition to the administrative fee, the Developer shall reimburse the City for all costs incurred by the City for providing construction and erosion and sediment control inspections. This cost will be periodically billed directly to the Developer based on the actual progress of the construction. Payment shall be due in accordance with Article 21E of this Agreement. GC -5 C. The Developer shall hold the City and its officers and employees harmless from claims made by itself and third parties for damages sustained or costs incurred resulting from plat approval and development. The Developer shall indemnify the City and its officers and employees for all costs, damages, or expenses which the City may pay or incur in consequence of such claims, including attomeys' fees. D. In addition to the administrative fee, the Developer shall reimburse the City for costs incurred in the enforcement of this Contract, including engineering and attorneys' fees. E. The Developer shall pay in full all bills submitted to it by the City for obligations incurred under this Contract within thirty (30) days after receipt. If the bills are not paid on time, the City may halt all plat development work and construction, including but not limited to the issuance of building permits for lots which the Developer may or may not have sold, until the bills are paid in full. Bills not paid within thirty (30) days shall accrue interest at the rate of 8% per year. F. In addition to the charges and special assessments referred to herein, other charges and special assessments may be imposed such as, but not limited to, sewer availability charges ("SAC"), City water connection charges, City sewer connection charges, and building permit fees. G. Private Utilities. The Developer shall have installed and pay for the installation of electrical, natural gas, telephone, and cable television service in conjunction with the overall development improvements. These services shall be provided in accordance with each of the respective franchise agreements held with the City. H. The developer shall pay the City a fee established by City Council resolution, to reimburse the City for the cost of updating the City's base maps, GIS data base files, and converting the plat and record drawings into an electronic format. Record drawings must be submitted within four months of final acceptance of public utilities. All digital information submitted to the City shall be in the Carver County Coordinate system. 22. Developer's Default. ]n the event of default by the Developer as to any of the work to be performed by it hereunder, the City may, at its option, perform the work and the Developer shall promptly reimburse the City for any expense incurred by the City, provided the Developer is first given notice of the work in default, not less than four (4) days in advance. This Contract is a license for the City to act, and it shall not be necessary for the City to seek a Court order for permission to enter the land. When the City does any such work, the City may, in addition to its other remedies, assess the cost in whole or in part. 23. Miscellaneous. A. Construction Trailers. Placement of on-site construction trailers and temporary job site offices shall be approved by the City Engineer as a part of the pre -construction meeting for installation of public improvements. Trailers shall be removed from the subject property within GC -6 thirty (30) days following the acceptance of the public improvements unless otherwise approved by the City Engineer. B. Postal Service. The Developer shall provide for the maintenance of postal service in accordance with the local Postmaster's request. C. Third Parties. Third parties shall have no recourse against the City under this Contract. The City is not a guarantor of the Developer's obligations under this Contract. The City shall have no responsibility or liability to lot purchasers or others for the City's failure to enforce this Contract or for allowing deviations from it. D. Breach of Contract. Breach of the terms of this Contract by the Developer shall be grounds for denial of building permits, including lots sold to third parties. The City may also issue a stop work order halting all plat development until the breach has been cured and the City has received satisfactory assurance that the breach will not reoccur. E. Severability. If any portion, section, subsection, sentence, clause, paragraph, or phrase of this Contract is for any reason held invalid, such decision shall not affect the validity of the remaining portion of this Contract. F. Building Permits. Building permits will not be issued in the plat until sanitary sewer, watermain, and storm sewer have been installed, tested, and accepted by the City, and the streets needed for access have been paved with a bituminous surface and the site graded and revegetated in accordance with Plan B of the development plans. G. Waivers/Amendments. The action or inaction of the City shall not constitute a waiver or amendment to the provisions of this Contract. To be binding, amendments or waivers shall be in writing, signed by the parties and approved by written resolution of the City Council. The City's failure to promptly take legal action to enforce this Contract shall not be a waiver or release. H. Release. This Contract shall run with the land and may be recorded against the title to the property. After the Developer has completed the work required of it under this Contract, at the Developer's request the City Manager will issue a Certificate of Compliance. Prior to the issuance of such a certificate, individual lot owners may make as written request for a certificate applicable to an individual lot allowing a minimum of ten (10) days for processing. I. Insurance. Developer shall take out and maintain until six (6) months after the City has accepted the public improvements, public liability and property damage insurance covering personal injury, including death, and claims for property damage which may arise out of Developer's work or the work of its subcontractors or by one directly or indirectly employed by any of them. Limits for bodily injury and death shall be not less than $500,000 for one person and $1,000,000 for each occurrence; limits for property damage shall be not less than $500,000 for each occurrence; or a combination single limit policy of $1,000,000 or more. The City shall be named as an additional insured on the policy, and the Developer shall file with the City a certificate evidencing coverage prior to the City signing the plat. The certificate shall provide that the City GC -7 must be given ten (10) days advance written notice of the cancellation of the insurance. The certificate may not contain any disclaimer for failure to give the required notice. J. Remedies. Each right, power or remedy herein conferred upon the City is cumulative and in addition to every other right, power or remedy, expressed or implied, now or hereafter arising, available to City, at law or in equity, or under any other agreement, and each and every right, power and remedy herein set forth or otherwise so existing may be exercised from time to time as often and in such order as may be deemed expedient by the City and shall not be a waiver of the right to exercise at any time thereafter any other right, power or remedy. K. Assignability. The Developer may not assign this Contract without the written permission of the City Council. The Developer's obligation hereunder shall continue in full force and effect even if the Developer sells one or more lots, the entire plat, or any part of it. L. Construction Hours. Construction hours, including pick-up and deliveries of material and equipment and the operation of any internal combustion engine, may only occur from 7:00 am. to 6:00 p.m. on weekdays, from 9:00 a.m. to 5:00 p.m. on Saturdays with no such activity allowed on Sundays or on legal holidays. Contractors must require their subcontractors, agents and supplies to comply with these requirements and the Contractor is responsible for their failure to do so. Under emergency conditions, this limitation may be waived by the written consent of the City Engineer. If construction occurs outside of the permitted construction hours, the Contractor shall pay the following administrative penalties: First violation $ 500.00 Second violation $ 1,000.00 Third & subsequent violations All site development and construction must cease for seven (7) calendar days M. Noise Amplification. The use of outdoor loudspeakers, bullhoms, intercoms, and similar devices is prohibited in conjunction with the construction of homes, buildings, and the improvements required under this contract. The administrative penalty for violation of construction hours shall also apply to violation of the provisions in this paragraph. N. Access. All access to the plat prior to the City accepting the roadway improvements shall be the responsibility of the Developer regardless if the City has issued building permits or occupancy permits for lots within the plat. O. Street Maintenance. The Developer shall be responsible for all street maintenance until streets within the plat are accepted by the City. Warning signs shall be placed by the Developer when hazards develop in streets to prevent the public from traveling on same and directing attention to detours. If streets become impassable, the City may order that such streets shall be barricaded and closed. The Developer shall maintain a smooth roadway surface and provide proper surface drainage. The Developer may request, in writing, that the City plow snow on the streets prior to final acceptance of the streets. The City shall have complete discretion to approve or reject the request. The City shall not be responsible for reshaping or damage to the street GC -8 base or utilities because of snow plowing operations. The provision of City snow plowing service does not constitute final acceptance of the streets by the City. P. Storm Sewer Maintenance. The Developer shall be responsible for cleaning and maintenance of the storm sewer system (including ponds, pipes, catch basins, culverts and swales) within the plat and the adjacent off-site storm sewer system that receives storm water from the plat. The Developer shall follow all instructions it receives from the City concerning the cleaning and maintenance of the storm sewer system. The Developer's obligations under this paragraph shall end two (2) years after the public street and storm drainage improvements in the plat have been accepted by the City. Twenty percent (20%) of the storm sewer costs, shown under section 6 of the special provisions of this contract, will be held by the City for the duration of the 2 -year maintenance period. Q. Soil Treatment Systems. If soil treatment systems are required, the Developer shall clearly identify in the field and protect from alteration, unless suitable alternative sites are first provided, the two soil treatment sites identified during the platting process for each lot. This shall be done prior to the issuance of a Grading Permit. Any violation/disturbance of these sites shall render them as unacceptable and replacement sites will need to be located for each violated site in order to obtain a building permit. R. Variances. By approving the plat, the Developer represents that all lots in the need plat are buildable without the ed for variances from the City's ordinances. S. Compliance with Laws, Ordinances, and Regulations. ations. In the development of the plat the Developer shall comply with all laws, ordinances, and regulations of the following authorities: 1. City of Chanhassen; 2. State of Minnesota, its agencies, departments and commissions; 3. United States Army Corps of Engineers; 4. Watershed District(s); 5. Metropolitan Govermnent, its agencies, departments and commissions. T. Proof of Title. Upon request, the Developer shall furnish the City with evidence satisfactory to the City that it has the authority of the fee owners and contract for deed purchasers to enter into this Development Contract. U. Soil Conditions. The Developer acknowledges that the City makes no representations or warranties as to the condition of the soils on the property or its fitness for construction of the improvements or any other purpose for which the Developer may make use of such property. The Developer finther agrees that it will indemnify, defend, and hold harmless the City, its governing body members, officers, and employees from any claims or actions arising out of the presence, if any, of hazardous wastes or pollutants on the property, unless hazardous wastes or pollutants were caused to be there by the City. GC -9 V. Soil Correction. The Developer shall be responsible for soil correction work on the property. The City makes no representation to the Developer concerning the nature of suitability of soils nor the cost of correcting any unsuitable soil conditions which may exist. On lots which have no fill material a soils report from a qualified soils engineer is not required unless the City's building inspection department determines from observation that there may be a soils problem. On lots with fill material that have been mass graded as part of a multi -lot grading project, a satisfactory soils report from a qualified soils engineer shall be provided before the City issues a building permit for the lot. On lots with fill material that have been custom graded, a satisfactory soils report from a qualified soils engineer shall be provided before the City inspects the foundation for a building on the lot. W. Haul Routes. The Developer, the Developer's contractors or subcontractors must submit proposed haul routes for the import or export of soil, construction material, construction equipment or construction debris, or any other purpose. All haul routes must be approved by the City Engineer X. Development Signs. The Developer shall post a six foot by eight foot development sign in accordance with City Detail Plate No. 5313 at each entrance to the project. The sign shall be in place before construction of the required improvements commences and shall be removed when the required improvements are completed, except for the final lift of asphalt on streets. The signs shall contain the following information: project name, name of developer, developer's telephone number and designated contact person, allowed construction hours. Y. Construction Plans. Upon final plat approval, the developer shall provide the City with two complete sets of full-size construction plans and four sets of 11"x17" reduced construction plan sets and three sets of specifications. Within four months after the completion of the utility improvements and base course pavement and before the security is released, the Developer shall supply the City with the following: (1) a complete set of reproducible Mylar as -built plans, (2) two complete full-size sets of blue line/paper as -built plans, (3) two complete sets of utility tie sheets, (4) location of buried fabric used for soil stabilization, (5) location stationing and swing ties of all utility stubs including draintile cleanouts, (6) bench mark network, (7) digital file of as -built plans in both .dxf & .tif format (the Axf file must be tied to the current county coordinate system), (8) digital file of utility tie sheets in either .doc or .tif format, and (9) a breakdown of lineal footage of all utilities installed, including the per lineal foot bid price. The Developer is required to submit the final plat in electronic format. Z. As -Built Lot Surveys. An as -built lot survey will be required on all lots prior to the Certificate of Occupancy being issued. The as -built lot survey must be prepared, signed, and dated by a Registered Land Surveyor. Sod and the bituminous driveways must be installed before the as -built survey is completed. If the weather conditions at the time of the as -built are not conducive to paving the driveway and/or installing sod, a temporary Certificate of Occupancy may be issued and the as -built escrow withheld until all work is complete. Rev. 324/15 GC -10 ALLIANT ENGINEERING, INC. Check Date: 8/12/2015 4107 6 Invoice Number Date Voucher Amount Discounts Previous Pay Net Amount 081215 Devel Review 9/12/2015 10000024505 W0.00 800,00 [City of Chanhassen TOTAL 800.90 800.00 Alliant Engineering, Inc. i CHANHASSEN GLACCUM HIGHLANDS - PLANNING CASE 2015-18 $250.00 Final Plat $450.00 Escrow for Attorney's Costs $100.00 Escrow for Recording Easement Documents (2) $800.00 TOTAL $800.00 Check 41076 from Alliance Engineering COMMUNITY DEVELOPMENT DEPARTMENT RECEIVED Planning Division – 7700 Market Boulevard l' I', CITY OF CHANNSEN Mailing Address –P.O. Box 147, Chanhassen, MN St � `U15 Phone: (952)227-1300/ Fax: (952) 227-1110 _'iANNAq%NPLANNINGDF.P APPLICATION FOR DEVELOPMENTREVIEW Submittal Date: S — 4-1 iS PC Date: CC Date: 9- ) 4 — /_L SO -Day Review Date: Section 1: Application Type (check all that apply) (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 Subdivision (SUB) ❑ Minor MUSA line for failing on-site sewers ..... $100 ❑ Create 3 lots or less ........................................$300 ❑ Create over 3 lots .......................$600 + $15 per lot ❑ Conditional Use Permit (CUP) i lots) ❑ Single -Family Residence ................................ $325 ❑ Metes & Bounds (2 lots) ....................... ........... $300 ❑ All Others .........................................................$425 ❑ Consolidate Lots .............................................. $150 El Interim Use Permit (IUP) El Lot Line Adjustment ......................................... ❑Q Final Plat $150 ❑ In conjunction With Single -Family Residence.. $325 ..........................................................$700 (Includes $450 escrow for attorney costs)* ❑ All Others ......................................................... $425 Additional escrow may be required for other applications El Rezoning (REZ) through the development contract. ❑ Planned Unit Development (PUD) .................. $750 ❑ Vacation of Easements/Right-of-way (VAC)........ $300 ❑ Minor Amendment to existing PUD ................. $100 (Additional recording fees may apply) ❑ All Others......................................................... $500 ❑ Variance (VAR) .................................................... $200 ❑ Sign Plan Review...................................................$150 ❑ Wetland Alteration Permit (WAP) ❑ Site Plan Review (SPR) ❑ Single -Family Residence ............................... $150 ❑ Administrative.................................................. $100 ❑ All Others ....................................................... $275 ❑ Commercial/Industrial Districts* ......................$500 ❑ Zoning Appeal $100 Plus $10 per 1,000 square feet of building area: ...................................................... thousand square feet) •Include El Zoning Ordinance Amendment (ZOA)................. $500 number of existing employees: •Include number of new employees: ❑ Residential Districts $500 NOTE: When multiple applications are processed concurrently, ......................................... Plus $5 per dwelling unit (— units) the appropriate fee shall be charged for each application. ❑ Notification Sign (City to install and remove)...................................................................................................................... $200 ❑ Property Owners' List Within 500' (city to generate after pre -application meeting) .................................................. $3 per address L— addresses) ❑� Escrow for Recording Documents (check all that apply) ......................................... ....... $50 per document [:1 Conditional Use Permit El Interim Use Permit E] Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 docs.) ❑r Easements ( 2— easements) „_ , J, ,, , _ TOTAL FEE: $800.00 Description of Proposal: Request for Final Plat approval of 4 single family lots Property Address or Location: Parcel #: 250022900 Total Acreage: 3.12 1510 Lake Lucy Road Legal Description: See Separate Document Wetlands Present? 0 Yes ❑ No Present Zoning: Single -Family Residential District (RSF) Present Land Use Designation: Residential Low Density Requested Zoning: Single -Family Residential District (RSF) Requested Land Use Designation: Residential Low Density Existing Use of Property: 1 Single Family Residence w/ Accessory Structures ❑ Check box is separate narrative is attached. SCANNED Section 3: Property Owner and Applicant Information APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation of full legal capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Signature: Date: PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Estate Development Corporation Contact: Tom Gonyea Address: 15250 Wayzata Boulevard, Suite 101 Phone: (612) 990-0666 City/State/Zip: Wayzata, MN. 55391 Cell: (612) 990-0666 Email: tom@landmn.coSn , Fax: Signature: �'/ Date: 8/11115 This application must be completed in full and must be accompanied by all information and plans required by applicable City Ordinance provisions. Before fling this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Alliant Engineering, Inc. Contact: Mark Rausch Address: 233 Park Ave. So. Suite 300 Phone: (612) 767-9339 City/State/Zip: Minneapolis, MN. 55415 Cell: Email. mrausch@alliant-inc.com Fax'. (612) 758-3099 Section 4: Notification Who should receive copies of staff reports? Information *Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: Ian Peterson 0 Applicant Via: v❑ Email Z Mailed Paper Copy Address. 12800 Whitewater Drive Suite 20 Engineer Via: 0 Email ❑ Mailed Paper Copy City/State/Zip: Minnetonka MN. 55343 ❑ Other* Via: ❑v Email ❑ Mailed Paper Copy Email: IPeterson (a)dwhomes.com INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing (required). SAVE FORM PRINT FORM SUBMIT FORM GLACCUM PROPERTY LEGAL DESCRIPTION That part of the Southwest Quarter of the Northwest Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota, described as follows: Commencing at the southwest comer of said Southwest Quarter of the Northwest Quarter; thence on an assumed bearing of South 88 degrees 03 minutes 48 seconds East along the south line of said Southwest Quarter of the Northwest Quarter a distance of 330.10 feet to the point of beginning; thence North 01 degrees 50 minutes 12 seconds East 331.80 feet to the intersection of the westerly extension of the south line of SHADOW RIDGE; thence South 88 degrees 03 minutes 48 seconds East 408.80 feet along the southerly line of SHADOW RIDGE 3`d ADDITION and SHADOW RIDGE; thence South 01 degrees 21 minutes 04 seconds West 331.81 feet along SHADOW RIDGE and SHADOW RIDGE 2"" ADDITION to the South line of the Southwest Quarter of the Northwest Quarter; thence North 88 degrees 03 minutes 48 seconds West 411.61 to the point of beginning. SCANNFD LJJ •i'~, f, .i 1. J1 ,.111 FLJ <. _1[J .J -ILII, l/11T NO/ 2% 04 E 29/.8/ EASEMENT AREA DESCRIPTION An easement for conservation purposes over, under and across Qq N Lot 1, Lot 2, Lot 3 and Lot 4, Block 1, GLACCUM HIGHLAND, according to the recorded plat thereof, Carver County, oMinnesota, lying northerly of the following described line: P Commencing at the northwest corner of said Lot 1; thence ' [ / South 01 degrees 50 minutes 13 seconds East (assumed N I bearing) along the west line of Lot 1 a distance of 87.97 feet I I to the point of beginning of said line; thence South 88 N39'30'33"E I _ _ _ degrees 09 minutes 48 seconds East 110.00 feet; thence 53.35 North 70 degrees 43 minutes 55 seconds East 56.62 feet; r thence North 07 degrees 59 minutes 15 seconds East 9.21 _ — — — feet; thence North 51 degrees 25 minutes 58 seconds East 94.74 feet; thence North 82 degrees 39 minutes 54 seconds East 14.81 feet; thence North 39 degrees 30 minutes 33 _N82°3954" E seconds East 53.35 feet thence South 88 degrees 07 14.81minutes 05 seconds East 92.88 feet to the easterly line of \ v'. Lot 4 and there said line terminating. 6 B64n Nle: clecleaer. 1500n Bao U.q Nems: Dnen B,. �ewon rua Dole: Sale: p5lfilf5 P=q / 11 N70°4355'E- ��56.62 N i� CITY OF CHANHASZO, RECEIVED AUG 13 2015 CHANHA3SEN PLANNING OPT W T DENOTES CONSERVATION EASEMENT AREA m 0 rn 7'13"W 87.97 0 25 50 100 rERLY LINE LOT / CLW. LOT / SCALE IN FEET SCANNED EXHIBIT CONSERVATION EASEMENT CHANHASSEN, MN Alliant Engineering. Inc. 12M Park Ave S, Ste 300 Minneapolis, MN 5511500 612.758.30MAN 41 612.758.3099 FU w .alliant-inc.com 0 20 40 80 SCALE IN FEET I CITYOFCHANHASSEN Oasiyl Fie: CMcww RECEIVED tsooiobme 090 AUG 13 2015 EXHIBIT 233 Park Ave S,te300 415 Minneapolis, MN 55315 N"�' CHANHA93ENRANoGnm .,.�.0 G'As ACCESS EASEMENT CHANHASSEN, MN EASEMENT AREA DESCRIPTION 812.758.3080 MNN 612.758.3099 W MINIS 1'=b An easement for access purposes over, under w .alllant-incmc J- and across that part of Lot 4, Block 1, GLACCUM HIGHLAND, according to the recorded plat thereof, Carver County, c IL IMinnesota, lying southerly of the following \� described line: - m Commencing at the southeast corner of said Lot 4; thence North 00 degrees 21 - minutes 04 seconds East (assumed bearing) along the easterly line of said Lot LJ 4 a distance of 41.79 feet to the point of beginning for said line; thence North 79 degrees 44 minutes 16 seconds West a distance of 17.44 feet to the westerly line of said Lot 4, and the easterly line of \ 1 Lakeway Court and there said line \ terminating. N79°44'16'M/ 17.44--', I - .•...,,, P.O.B. t 7 DENOTES ACCESS EASEMENT AREA ti O -r - J_1 V / 4SE CORNER OF LOT 4--' 0 20 40 80 SCALE IN FEET I SCANNED Oasiyl Fie: CMcww tsooiobme 090 Allam Engineering.Inc. EXHIBIT 233 Park Ave S,te300 415 Minneapolis, MN 55315 N"�' a'"r'� .,.�.0 G'As ACCESS EASEMENT CHANHASSEN, MN 812.758.3080 MNN 612.758.3099 W MINIS 1'=b w .alllant-incmc 11 ALLIANT ENGINEERING Memorandum TO: Bob Generous, AICP, Senior Planner FROM: Mark Rausch DATE: August 14, 2015 CITY OFCHANHASSEli RECEIVED AUG 13 2015 CHAWA SENPLAWNODEPT SUBJECT: Glaccum Highlands Stormwater Management System Operations and Maintenance Memo The Glaccum Highlands subdivision has the following permanent stormwater management system best management practices: a. Underground storage— perforated 48" diameter HDPE b. Two sump manholes C. Rip rap at flared end outlet STORMWATER FACILITY MAINTENANCE / INSPECTION PLAN a. Underground storage facilities. Underground storage facilities will be inspected at least annually to ensure continuing performance per design. Capacity will be considered inadequate if sediment has decreased the storage volume by 40 percent of the original design volume. Accumulated debris and sediment will be removed, and inlet and outlet structures will be kept clear of any flow impediments. b. Sump manholes. Sump manholes will be inspected in the spring and fall of each year. All sediment and debris will be removed as needed such that the stormwater facilities operate as designed and permitted. C. Rip rap at flared end outlet. Rip rap to be inspected at least annually when underground storage facility is inspected. Any debris or trash shall be removed and any erosion shall be repaired. STORMWATER FACILITY REPAIR PLAN a. Underground storage facilities. Underground storage pipe is located within a 20' wide drainage and utility easement. The proposed easement provides 1:1 excavation slope from proposed finish ground at easement edge to proposed storage pipe invert. The drainage and utility easement will provide adequate space for any possible repair excavation. b. Sump manholes. One sump manhole is located within public right of way and the second is located within a 20' wide drainage and utility easement. The right of way and drainage and utility easement will provide adequate space for any possible repair excavation. C. Rip rap at flared end outlet. Rip rap shall be repaired or supplemented as necessary to maintain adequate erosion control and energy dissipation. 233 Park Ave S, Ste 300 612.758.3080 MAIN Minneapolis, MN 55415 612.758.3099 FAx www.alliant-inc.com SCANNED OUTLOT A 19,342 SQ FT 0.44 ACRES WETLAND B1 -L1 20,096 SQ FT 0.46 ACRES GLACCUM HIGHLANDS LOT AREAS TABULATION TOTAL AREA 136,105 SQ FT 3.12 ACRES B1 -L3 21,697 SQ FT 0.50 ACRES B1 -L4 21,696 SQ FT 0.50 ACRES LAKEWAY COURT B1 -L2 16,068 SQ FT ROW - INTERIOR 0.37 ACRES 11,119 SQ FT 0.26 ACRES BROW - EXTERIOR �— —26, G87SQ-E-T 0.60 ACRES CITYOFCHANNA88EN RECEIVED AUG 13 2015 (�NANNA9$EN PANNING DEPT Glaccum Highlands 14 -Aug -15 Lot Area Table Parcel Area -Ac. Area -Sq. Ft. 131-1-1 0.46 20,096 131-1-2 0.37 16,068 131-1-3 0.50 21,697 131-1-4 0.50 21,696 O UTLOT A 0.441 19,342 ROW - INTERIOR 0.26 11,119 ROW - EXTERIOR 0.60 26,087 TOTALAREA 3.12 136,105 N 0 30 60 120 t, SCALE IN FEET ALLIANT EXGINEENINi SCANNED 8-14-15 ALLIANT ENGINEERING Memorandum TO: Bob Generous, AICP, Senior Planner FROM: Mark Rausch DATE: August 14, 2015 cnAO iNWp SEPI AUG 13 2015 C+0M"KNPy1NWA0 PT SUBJECT: Glaccum Highlands (Glaccum Property) (City Case #2015-18) —Preliminary Approval Comment Response Memo This memorandum is in response to the City of Chanhassen preliminary approval comment letter dated July 28, 2015. The following will list the City comments with the responses in bold: Buildine: 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. Soil investigation/report is underway. The final geotechnical report will be provided to the City as soon as it is available. 2. Engineered design and building permits are required for retaining walls exceeding four feet in height. Additional notes have been added to the grading plan. 3. Each lot must be provided with a separate sewer and water service. Comment noted. Plans depict an individual water and sewer service to each home. 4. Demolition permits must be obtained before demolishing any structures. Comment noted. 5. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. Comment noted. 6. If applicable, existing homes) affected by the new street will require address changes. Comment noted. SCANNED 233 Park Ave S. Ste 300 612.758.3080 MAIN Minneapolis. MN 55415 612.758.3099 FAx www.alliant-inc.com Glaccum Highlands 8/14/15 Page 2 En ing eering: 1. The existing easements on the property shall be shown on the existing topography page of the plan set. All existing easements are depicted on the plan set. There are no easements other than the public roadways corridors. 2. The easement dimensions must be revised over the sanitary sewer to provide adequate area to excavate the pipe for future maintenance at a 1:1 slope (minimum), or a 1:1.5 slope (preferred). Additional sanitary sewer easement has been provided with a minimum of 1:1(horz. distance:depth) from easement edge to sewer pipe. 3. The developer shall dedicate a conservation easement over the wooded area being preserved adjacent to the wetland. The conservation easement language must allow the property owner of Lot 3, Block 1 to perform proper maintenance and/or replacement of their lower retaining wall or the conservation easement and/or wall must be shifted to allow enough area for said maintenance. The City and Developer (or legal counsel) to coordinate on conservation easement language. The conservation easement depicted in the construction plans is consistent with the easement depicted in the approved preliminary submittal. An exhibit with legal description has been provided with the Final Plat submittal. 4. For future benefit, an access easement across Lot 4 must be granted to the property at 1430 Lake Lucy Road, or the portion of Lot 4 that lies between the cul-de-sac and 1430 Lake Lucy Road must be dedicated as public right-of-way. An access easement has been provided and an exhibit with legal description has been provided with the Final Plat submittal. 5. The grading plan must be revised to include the proposed elevations at each lot corner. Grading plan has been updated. 6. Lot 1, Block 1 shall require drain tile service to promote drainage from the back to the front of the lot. A 4" draintile has been proposed in the 2% swale located along the Lake Lucy Road side of Lot 1. The draintile will discharge to the wetland. The draintile will be installed during the Lot 1 home construction. 7. The wetland delineation is approved or, if need be, modified for approval and the setbacks and buffer areas are changed as necessary. Comment noted. Glaccam Highlands 8/14/15 Page 3 8. The Surface Water Pollution Prevention Plan shall be modified to include all elements as required in Parts III and IV of the General Permit Authorization to Discharge Stormwater Associated with Construction Activity Under the National Pollution Discharge Elimination/State Disposal System. Additional information including a vicinity map and discharge point were added to the erosion control plan. A SWPPP narrative has also been included with the Final Plat submittal. The narrative is in working draft format and will be finalized upon project approval to include the NPDES permit info and supplements and kept onsite during construction. 9. The SWPPP shall list among the quantities the required volume of topsoil to spread six inches on all areas to be sodded or seeded. The erosion control plan sheet BMP tabulation has been updated. 10. The retaining walls will be owned and maintained by the individual property owners. Note has been added to the grading plan. 11. The plans shall show the top and bottom wall elevation for all proposed walls. Additional spot elevations have been added to the walls in the grading plan. 12. Walls over six feet high shall not be boulder walls. Note has been added to the grading plan. 13. Tiered boulder walls with a combined total height greater than six feet must have adequate spacing between such that they do not structurally impact one another. Note has been added to the grading plan. 14. The vegetation between tiered walls shall be low or no maintenance. Note has been added to the grading plan. 15. A stop sign shall be installed for traffic on Lakeway Drive before crossing or entering Lake Lucy Road. A stop and street name sign has been added to the proposed Lakeway Court intersection with Lake Lucy Road. 16. The plan must show proposed driveway elevations at the center of the proposed driveway at the curb line as well as the maximum slope on each driveway. Proposed driveway slopes have been added to the grading plan. 17. The maximum allowed driveway grade is 10% at any point on the driveway. The Lot 1 and Lot 4 driveways must be revised to be under that maximum. Lot 1 and Lot 4 driveway slopes are labeled and do not exceed 10%. Glaccum Highlands 8/14/15 Page 4 18. The plan shall be revised such that there is a five-foot buffer between the trail and traffic on Lake Lucy Road. Plan has been updated and the trail has been shifted from 2' to 5' back of Lake Lucy Road curb. 19. The pedestrian ramp at the comer of Lake Lucy Road and Yosemite Avenue shall be replaced with an ADA -compliant pedestrian ramp. Plans have been updated to add the reconstruction of the Yosemite Ave. pedestrian ramp. 20. The City of Chanhassen standard detail plates for pedestrian ramps shall be added to the plan set. The relevant City detail plates have been added to the plan set. 21. The sanitary sewer main on site shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. Comment noted. Plans include notes to construct to City specs. and a copy of the project specification has been provided with the Final Plat Submittal. 22. The eight -inch watermain shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. Comment noted. Plans include notes to construct to City specs. and a copy of the project specification has been provided. 23. The proposed sanitary sewer and water main shall become city -owned after construction and acceptance by the City Council. Comment noted. 24. The city shall require the developer to extend the sanitary sewer and water main to the northern property line of Lot 1 for future connection of properties to the west. Per discussion with City Staff the sewer will not be extended to the north along Yosemite Ave. due to limited cover for the sewer and lack of developable area that needs to be served by a northerly extension. The sewer is still extended to west limits of the proposed plat for future extension to the property to the west. 25. The detail plates in the plan set must be updated with the most current City of Chanhassen plates. The plans included the current City detail plates as provided from the City's website. 26. The applicant's engineer shall provide the anticipated operations and maintenance requirements for the infiltration system and shall demonstrate to the satisfaction of the city, how maintenance, including excavation can occur. Glaccum Highlands 8/14/15 Page 5 A stormwater management system operations and maintenance memo has been provided with the Final Plat submittal indicating the planned inspection and maintenance plan requirements for the proposed stormwater management facilities. 27. The applicant shall move MH 2 to the curb line and, if need be, move OCS 3 a commensurate distance. The storm sewer has been realigned to the Lot 3/4 common lot line. This results in the removal of the storm sewer manhole in the cul-de-sac pavement. 28. The sump depth of MH2 shall be four feet. The sump depth has been increased to 4' in both manholes located at each end of the infiltration system. 29. A total of $14,722.50 in storm water utility connection charges shall be due at time of final plat. Comment noted. 30. The applicant is responsible for procurement of, and compliance with, any other agency approvals that may be necessary. Comment noted. 31. Water and sewer partial hookups are due at the time of final plat. The partial hookup fees will be assessed at the rate in effect at that time. Comment noted. Environmental Resources: 1. Tree protection fencing will be required at the construction limits prior to any grading. Comment noted and plan notes indicate that fencing (silt/tree protection) shall be installed before grading can commence. 2. Lots 1 through 4 will have the following quantities of trees planted, as shown on the landscape plan dated 6/16/15: Lot 1: 4 trees; Lot 2: 3 trees; Lot 3: 3 trees; Lot 4: 4 trees. Bufferyard plantings will be located on Lots 1, 2 and 4. Comment noted, the plans reflect the tree quantities listed. 3. Conservation easement signage shall be installed at property lines and directional changes. Signage is proposed at each property line intersection and at other key locations. 4. All retaining walls must be located outside of the Conservation Easement. Note has been added to the grading plan. Glaccum Highlands 8/14/15 Page 6 Fire: 1. Provide a three-foot clear space around the new fire hydrant. Note added to utility and landscape plan. 2. No burning permits will be issued for tree, brush removal. Comment noted. 3. Submit proposed street name to Chanhassen Building Official and Fire Marshal for review and approval. The proposed street name is Lakeway Court. 4. Street name sign shall be installed prior to any building construction. Comment noted. Parks: 1. Full park fees in lieu of additional parkland dedication and/or trail construction shall be collected. One lot is being granted park fee credit in recognition of the existing single-family residence that was on the property. The park fees will be collected in full at the rate in force upon final plat submission and approval. Comment noted. 46 ALLIANT ENGINEERING Letter of Transmittal DATE: August 14, 2015 TO: City of Chanhassen Planning and Zoning 7700 Market Blvd. Chanhassen, MN. 55317 Attn: Bob Generous FROM: Mark Rausch CITY OF CHANHASSEh RECEIVED AV j "?015 CHANHASSEN PUNNING DEPT JOB NO.: 2015-0030.0 SENT BY: Mail a Hand Delivered Courier RE: Glaccum Highlands (formerly Glaccum Property) — Final Plat Submittal Copies Date Description 1 8-11-15 Development Application, Legal Description and Fee 0 1 8-14-15 Preliminary Approval Comment Response Memo 0 1 8-14-15 Stormwater Management Operations & Maintenance Memo j# 1 8-14-15 Lot Area Summary Exhibit r 1 8-14-15 Conservation Easement Legal Description and Exhibit ' 1 8-14-15 Access Easement Legal Description and Exhibit 4o 1 8-14-15 8.5x11, 11x17 Fina( Plat CD Plan Sets 3 8-14-15 2204 Final Plat CD Plan Set 1 8-14-15 8.5x11, 11x17 Final Plat 5 8-14-15 2204 Final Plat 1 8-14-15 Stormwater Management Study Report + 1 8-14-15 SWPPPP Narrative Report (Draft) 1 8-14-15 Project Specification (Additional copies can be provided) I Construction Cost Estimate — Developer to separately provide Construction Bid 1 8-14-15 CD of electronic document copies M REMARKS: Bob, On behalf of Estate Development Corporation, Alliant Engineering is providing the enclosed information for City Review. Please call me directly at 612-758-9339 should you require any additional information of have and questions. Thank you, Mark SCANNED COPY TO: Tom Gonyea, file 233 Park Ave S, Ste 300 612.758.3080 MAIN Minneapolis, MN 55415 612.758.3099 FAx www.alliant-inc.com NW t/4 N4 I/t p�w1 I I V'6�-. _._SW I,t ------ I VICINITY MAP J eacllwv.mw.Nav ror.. CiTYOKMN MA EP, RECEIVED GLACCUM HIGHLANDS LAKEWAY COURT LUCY ROAD V4W al/11 y N wmN.r.o..��.M I I e mwrw OUTIAfA rra.yx - - i "ice �t wv.^ rn•M" ewxrC.ucvnurrw>own.rresxrxl.e s t: 1. Ill MW 1/4 bF 8 I %PMON 2, t �` Wy. 116, NOF.. 23 y W 0 I I li I I nrmn 1 LAKEWAY COURT LUCY ROAD V4W al/11 y N wmN.r.o..��.M I I v mwrw LAKE rra.yx - - ewxrC.ucvnurrw>own.rresxrxl.e I LAKEWAY COURT LUCY ROAD V4W al/11 y N wmN.r.o..��.M I I mwrw 1z. ?: I == I roax.�e..e 11 11 /I rl J wnr_�YMwe. ada un a�u..�w_ p i .. .m.-. � wulAnT SCANNED i %- - -- I ssw v'' S� VICINITY MAP SECTION 2. 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Ti No 1. _ bTAIEOFeMEMTA - CWMYOi - MatAunwnvea tlmcWOpe]Maeme.n Lypseu B.Q�M,elbBrtHg4.uv v. Nd.ynmr. �nr.w•.wrb T WCmmvaM Epr • CXANl1A5gle YMIl60fA — —_ — 8 .T"Bie mean mn m�nquP.w��m.®•pw�••e..+aeaMm. arcamwdMcnracl�ev.®.v uo.�..ou..�aa+... — _ prw..oaur.�.Nsmw,s.dnmm,sbe.z CIry CavJ. CM d Ovev. bnwY — ( w wW LIaF COIMY SPVEYOI( LAMEII CQMIY. m W Ey0E1 E..vabQp>BS.II.vla Lead.Pli.MpYbCM q.veEM N/tl 'A_ JMn E EmmW. [:a.LY y..q.' l MraeYu BATbMpT..MM 71 CPIMTY IECM091. tl11V E11 C W Nn. alIF80FA I rsaN.,.,w er er p,t a 6lAccuu HIGXLNNE . AM & F,rmp. w.+vN.mm ar SCANNED ALLIANT J OUTLOTA BLOCK 1 \ L WE LM ROAn —T 2 0 25 50 100 SCAL£ IN FEET GLACCUM PROPERTY CHANHASSEN, MINNESOTA 4 VICINITY MAP NOT TO SCALE SHEET INDEX NO. COVER SHEET I ...... DETAILS 2-3 EXISTING CONDITIONS SURVEY 4 I REMOVALS PLAN 5 SITE, LIGHTING, AND SIGNAGE PLAN 6 GRADING AND DRAINAGE PLAN 7 EROSION AND SEDIMENT CONTROL PLAN 8 EROSION AND SEDIMENT CONTROL NOTES AND DETAILS 9 STREET AND STORM SEWER PLAN AND PROFILES 10 SANITARY SEWER AND WATER MAIN PLAN AND PROFILES 1 I TREE CANOPY COVERAGE PLAN 12 TREE INVENTORY AND PRESERVATION PLAN 13 LANDSCAPE AND REFORESTATION PLAN 14 LANDSCAPE DETAILS 15 r„ITV OFA EP' .AUG 13 2015 C4W?, l�ivFOWNWOORT DEVELOPER ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PH: 612-990-0666 CONTACT: TOM GONYEA EM: tom@landmn.com CONSULTANT ALLIANT ENGINEERING, INC 233 PARK AVENUE SOUTH SUITE 300 MINNEAPOLIS, MN 55415 PH: 612-758-3080 FX: 612-758-3099 ENGINEER MARK BAUSCH LICENSE NO. 43480 EM: mLaoscb@allia t-inc.com SURVEYOR DENNIS B. OLMSTEAD LICENSE NO. 18425 N EM: dolmstead@alliant-inc.com LANDSCAPE ARCHITECT MARK KRONBECK LICENSE NO. 26222 EM: mkmnbeck@alliant-inc.com SCANNED E x us'ann wi w n n PRDI TEAM DATE ISSUE DATE 16511E B�P �B aan GLACCUM HIGHLANDS 1 PREPAREDBYMEOR VNOIX MY 233 Park Ave S. 5!2300 oBtAR YLRsxpI:ANUIHATI Butyn: ru, wws cDrcoxsmns AN nBm.r icvum wan cmmsres»Pru Minneapolis, MN 55415 mosrssm:ucviceuBa usDEE eeoR«�a nsaon nye uwsv TBB srArc oP 612.758.3080 ww Ld�']FSOTA CONSTRUCTION DOCUMENTS 15E60 WAYZATA BOULEVARD 612.758.3099 F. COVER SHEET SUITE lm wAVEuusrn rE oANc REV�R' PHONEWAYZATA,(61) 9 55391 ALL 1 A N T wwsv.alliant-inccom SHEET 1 OF 15 PHONE (612)9960660 •»».»••».»» BA>E LR�ER» BAS FINAL PLAT SUBMITTAL l I f 6� works." 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LnWd n1E UNs oETNEnAT¢oE E In Ei rMiw-a I<[ , M]W, 9 m a.Nmm N4 T'm n ryww.Y wm.NE SNbTARY SENER SERNCF CONNECMNI OE L a dog_ T- o CONSTRUCTION DOCUMENTS FINAL PLAT SUBMITTAL y4 cut TwIGL wRe T ® AHO fAIr1ER FW%VaS RWMIM y` 53(1] ALSO SEE FERFOMTFD DErA! (51Hr 10) � r IHEAEN1 CERniI'rNArlHCi n.Ax. Rrc nON.o¢RMRTa'A IEEPAMIIWOR INOA MY ouEL�surtxvLvoH AXOIMTI AMFIM, <EHSp] rdaEssroHK . LnWd n1E UNs oETNEnAT¢oE E In Ei rMiw-a I<[ , M]W, 9 m a.Nmm N4 ,p 49 wm.NE SNbTARY SENER SERNCF CONNECMNI OE L dog_ .. CONSTRUCTION DOCUMENTS FINAL PLAT SUBMITTAL _ mIR TwICK S IGnmy ® SENEN sERNCE Lv'rIEWIG ®Nn RE"I " 3001 ALSO SEE FERFOMTFD DErA! (51Hr 10) E D 15250 WAYZATA BOULEVARD SUITE WATZATA, MN 55391 PHONE (61Z)N9-DGG6 a �gp IHEAEN1 CERniI'rNArlHCi n.Ax. Rrc nON.o¢RMRTa'A IEEPAMIIWOR INOA MY ouEL�surtxvLvoH AXOIMTI AMFIM, <EHSp] rdaEssroHK . LnWd n1E UNs oETNEnAT¢oE IROIECr T6M1 •RE wANx: nAt rdoMcrw :]smx DAIS LiHDL DATE l .Sls LT HM AL < ,p 49 arm F1415 RIYEIIEMITK °"` .. CONSTRUCTION DOCUMENTS FINAL PLAT SUBMITTAL _ 1 BR J,r � rropK cuRe i�f RMIUs olo® OmYn]ENr "" 5301 L eA91xW♦awG IEPM]YfYr JIG ALSO SEE FERFOMTFD DErA! (51Hr 10) E D 15250 WAYZATA BOULEVARD SUITE WATZATA, MN 55391 PHONE (61Z)N9-DGG6 a �gp IHEAEN1 CERniI'rNArlHCi n.Ax. Rrc nON.o¢RMRTa'A IEEPAMIIWOR INOA MY ouEL�surtxvLvoH AXOIMTI AMFIM, <EHSp] rdaEssroHK . LnWd n1E UNs oETNEnAT¢oE IROIECr T6M1 •RE wANx: nAt rdoMcrw :]smx DAIS LiHDL DATE l .Sls LT HM AL < ,p 49 arm F1415 RIYEIIEMITK °"` CONSTRUCTION DOCUMENTS FINAL PLAT SUBMITTAL DETAILS 1 BR J,r � rropK cuRe i�f RMIUs olo® OmYn]ENr "" 5301 E D 15250 WAYZATA BOULEVARD SUITE WATZATA, MN 55391 PHONE (61Z)N9-DGG6 �` 233 Park Ave S. Ste 300 Minneapolis, MN 55415 612.758.3080 612.758.3099 rm ALL1ANTwalliant-inCCom ENGINEEEIYO IHEAEN1 CERniI'rNArlHCi n.Ax. Rrc nON.o¢RMRTa'A IEEPAMIIWOR INOA MY ouEL�surtxvLvoH AXOIMTI AMFIM, <EHSp] rdaEssroHK . LnWd n1E UNs oETNEnAT¢oE IROIECr T6M1 •RE wANx: nAt rdoMcrw :]smx DAIS LiHDL DATE l .Sls LT HM AL GLACCUM HIGHLANDS 2 Nlcls mrcoaDms F1415 RIYEIIEMITK °"` CONSTRUCTION DOCUMENTS FINAL PLAT SUBMITTAL DETAILS BR STAWAAO CLL -M -SAC MIR TYPICAL ® WL -OE -SAC Exaw[3IaIc caualcrrt "e 5205 Hill J11,11 I �i P<Aest.Af Curb Romps ® Page 4 of 5 LesAm.ERT — 521u ® 01TI A<xmmw oownlua � 524A IliFl� L r bWXS SSS TYAi I., _tet'...: ........« R I e uttruE EnomRc urranalr ""' S2a TF PROJECT NAME nE51AERTAL °nMMWS • cut NE TIAL V9iSM REPMRV)R ~ 51Bg r cNm.wccs =WAY o1 ® A)40 MTI ANA MTiWT WRBS 5209 IliFl� L r bWXS SSS TYAi I., _tet'...: ........« R I e uttruE EnomRc urranalr ""' S2a 4-Yf.i T.. 5 Tp ).sM1e. � »,1_aee_ eM n- A �4® SIREET AIA Tilf£1C 9b1 IRsrAI3Anox Cma4 [ePUlupr " 521) s��• 3ac � hd dE� mIf sm ® PLACFYENT - 3rYRnsc Ovrnnr sxii _ I 09 cvRaaElt_ 90EWAIX WFF.LL eFMR11EM '�` 5214 was lY MA.W.�I — a�w_. Mre,_ w N ufy arwr_Yrr —•y33f `STANDARD S RNC ® TE GARA wGxEEfixC OE9rN1uEM •"a 5221 TF PROJECT NAME nE51AERTAL °nMMWS °R14EAI. E"TR.WCES eI°cc3 otsaermx-A u LOT se«u roar WTH NIO MTIWi WRBS V9iSM REPMRV)R ~ 51Bg 4-Yf.i T.. 5 Tp ).sM1e. � »,1_aee_ eM n- A �4® SIREET AIA Tilf£1C 9b1 IRsrAI3Anox Cma4 [ePUlupr " 521) s��• 3ac � hd dE� mIf sm ® PLACFYENT - 3rYRnsc Ovrnnr sxii _ I 09 cvRaaElt_ 90EWAIX WFF.LL eFMR11EM '�` 5214 was lY MA.W.�I — a�w_. Mre,_ w N ufy arwr_Yrr —•y33f `STANDARD S RNC ® TE GARA wGxEEfixC OE9rN1uEM •"a 5221 a 1 +1 :I 1 ' e ° e f � :r �• 1 �t Pedesh<in aro AmrRe Page 3 o1 5 [va[f»Ic alaimlcM -- 521W E a.. YTI31.T9AT1116PA.. �„",�� °",� �" °"� � GLACCUM HIGHLANDS 3 SefC61C.31bN. ql 0.EpRT Y'A$ D PREPARF➢eT MEOR lT9FR MY �� � 4113 <Tn SLEMITIAL 233 Park Ave S, Ste 300 A.A SLRF"Ks1oY AHATN.T1 mnww: ru+ slur rnrcoRYlm)s Minneapolis. MN 55415 eAO'oiasz MAL e+Awem Lam eao3lerw x13<aYl e.lau a3rsAMT)nu 612.758.3080 MNR Txe uwsorTResrATeo) 152o wAYZATA BOULEVARD 612.758.3099 "a� TA CONSTRUCTION DOCUMENTS DETAILS SUITE 101 1ANT www.alliant-in.com QAW RE%I WAYZATA, MN 55391 ALL SHEET 3 of 15 PHONE (612) 990-0868 E R R I R R E R I R a WTE LI�Y9RA. .r Anre FINAL PLAT SUBMITTAL PROJECT NAME eI°cc3 otsaermx-A u LOT se«u roar REIDw111K 4agN9W A AIYMw mrAa- wue aeaA eEleerlm oYamcna rYaAs-.O..-FA 6• )u1-ew s.vmAr 9. R reMwmen "O Rm�vl.. m�"n�'m sAL � mw a1BOO M aIMRm Aoa onwr m -m -.m .Ort4 r Y}I 9rHL 1Mr . I�euM ar PoS)S z A MSiN19P6 AAu CPSfFLM wR1.NCFS CaON I 1 Y.N Rr4L 1aK M1E e.IXQQRD MM R/L( IEiiWIG <. IETRA AS la rIl (Y a 9d. 00F A[sELOPNwi t81®Itfiif INFO Me - EeoaLoe OEvxma3 I u M13 a 1 +1 :I 1 ' e ° e f � :r �• 1 �t Pedesh<in aro AmrRe Page 3 o1 5 [va[f»Ic alaimlcM -- 521W E a.. YTI31.T9AT1116PA.. �„",�� °",� �" °"� � GLACCUM HIGHLANDS 3 SefC61C.31bN. ql 0.EpRT Y'A$ D PREPARF➢eT MEOR lT9FR MY �� � 4113 <Tn SLEMITIAL 233 Park Ave S, Ste 300 A.A SLRF"Ks1oY AHATN.T1 mnww: ru+ slur rnrcoRYlm)s Minneapolis. MN 55415 eAO'oiasz MAL e+Awem Lam eao3lerw x13<aYl e.lau a3rsAMT)nu 612.758.3080 MNR Txe uwsorTResrATeo) 152o wAYZATA BOULEVARD 612.758.3099 "a� TA CONSTRUCTION DOCUMENTS DETAILS SUITE 101 1ANT www.alliant-in.com QAW RE%I WAYZATA, MN 55391 ALL SHEET 3 of 15 PHONE (612) 990-0868 E R R I R R E R I R a WTE LI�Y9RA. .r Anre FINAL PLAT SUBMITTAL NnEM1/O // x7 ro znze6�zv F. t re-� � ' i�•'� I � r yM 1 �g rocs � y.e r� f �.. LAKE w LUCY ROAD — — _ ( xlvxa�gsoTN) M6�'A6'W F -- le le N I I r it r ♦_ • r .r%_ ..v �_ 0 15 30 60 SCALE ® �---------------- LEGAL DESCRIPTION 11W Ivlp6b Sq[nby Q.bl OlmeKMwazt Ouarttrd Seaon Y. Towistlip 118 NOM, a.mOY9 Wlfi,(}rvNCCuar, IgF1YpB, LbKrilaE u bllowa: maanele.%leaa,m.wlarrad saltl 5wlrrwal QrMxame IbMrrea Ouvbr.6rercem an sswmnl ear%p>8wn®Oewees W mrams m rmra Sou aag me wain wasaie soammoamrame w6wrq.r.cml%..am.to tames Iwm1a oegmiwq: vara Ncm o1 uevee.w wmam tz emW6alxnavtwmmeor ranama.eewrhaa.m�an..mm r��.mslarownmce: mega Su4r W Ogws W minbcVem%6 Ftlb6B]Mlebgba WIwrM 6ne of SrWOGW nICGE 3rtl /1pC111C11N&N005YMOmE/auiM W 9e0e+e1 mYe%.peemrAs West>7t Bt taem5 &VDm/IIp3E1d9MWVI1lRf LdNDnLNbbf80lrbdOe$aOnrmlQIDrM dllre IMrrri O..r,%m M.. W M1.elt W siebr®IOIIM1FI611.81 mfe pYrRMhgrevg. NOTES 1. TN6 vnq.m vn a66.e em.n (aab o e..e wn worm b.a m m. mr.mma.t mr ou. x..b%.vrwab3.amnuc6. twine genlMOb6e.%lb IAEmxrm. m.in.ce cwnv.rrv. ComMstm.13WB]9. F ME � 16. WtS. z Tn. br.. a reeryvea mvuee as owe ones m w.+m %.w Dena sin ore cae aNaa w a ea%b.rsweFmu..Tl.kllr. Wn waa vr�,aea or.mmsrolammaae neve.wwaatl yore ^, mr reala.am Gem manwlcelrtn ear nor ce oar. ve�h m ruo. oermmsm%1im aemelt. srce ortnu�n of mN cea�nD eyder.eaaa o�macarrer courry0mli.e syemm NRCW co- Carver Ccunh 9rwnE ket Casco on Ne LarverCmreree SYzmm Solvnlae. WD4J 5%( r. . valued. LmrE rete raW¢ tlAe] 6egem[¢r_2ptY 0. NI tliemlxss are in met. 5. Trle arm& Ne aeova EeccrlC poFMy¢5ffl.CBR epuareIan or 13 Mxrea. 6 I: TNN eppovtuVtl $Ober wC W Youmtle Rye on M mNr fiib q Idke I.r%y M J Iw m .&I.15. LEGEND o opal xn Pr..'m oy me a Irma my Nxt I <rsl� scum d , lma'Ic Qu,�a.x FNvaNrwsl.w..w%rr..em v:_ aex Minneapolis, MN 55415 t� I �mxsans 1T b DENxs e.ousrEao V e\ n L] wlu _i XIA 1jII% 'II ALLIANT I� 0 W mr it rm wn m'm.W15 IW25 V Dem n N. ® :rear xaa% E ew.a o *� NnEM1/O // x7 ro znze6�zv F. t re-� � ' i�•'� I � r yM 1 �g rocs � y.e r� f �.. LAKE w LUCY ROAD — — _ ( xlvxa�gsoTN) M6�'A6'W F -- le le N I I r it r ♦_ • r .r%_ ..v �_ 0 15 30 60 SCALE ® �---------------- LEGAL DESCRIPTION 11W Ivlp6b Sq[nby Q.bl OlmeKMwazt Ouarttrd Seaon Y. Towistlip 118 NOM, a.mOY9 Wlfi,(}rvNCCuar, IgF1YpB, LbKrilaE u bllowa: maanele.%leaa,m.wlarrad saltl 5wlrrwal QrMxame IbMrrea Ouvbr.6rercem an sswmnl ear%p>8wn®Oewees W mrams m rmra Sou aag me wain wasaie soammoamrame w6wrq.r.cml%..am.to tames Iwm1a oegmiwq: vara Ncm o1 uevee.w wmam tz emW6alxnavtwmmeor ranama.eewrhaa.m�an..mm r��.mslarownmce: mega Su4r W Ogws W minbcVem%6 Ftlb6B]Mlebgba WIwrM 6ne of SrWOGW nICGE 3rtl /1pC111C11N&N005YMOmE/auiM W 9e0e+e1 mYe%.peemrAs West>7t Bt taem5 &VDm/IIp3E1d9MWVI1lRf LdNDnLNbbf80lrbdOe$aOnrmlQIDrM dllre IMrrri O..r,%m M.. W M1.elt W siebr®IOIIM1FI611.81 mfe pYrRMhgrevg. NOTES 1. TN6 vnq.m vn a66.e em.n (aab o e..e wn worm b.a m m. mr.mma.t mr ou. x..b%.vrwab3.amnuc6. twine genlMOb6e.%lb IAEmxrm. m.in.ce cwnv.rrv. ComMstm.13WB]9. F ME � 16. WtS. z Tn. br.. a reeryvea mvuee as owe ones m w.+m %.w Dena sin ore cae aNaa w a ea%b.rsweFmu..Tl.kllr. Wn waa vr�,aea or.mmsrolammaae neve.wwaatl yore ^, mr reala.am Gem manwlcelrtn ear nor ce oar. ve�h m ruo. oermmsm%1im aemelt. srce ortnu�n of mN cea�nD eyder.eaaa o�macarrer courry0mli.e syemm NRCW co- Carver Ccunh 9rwnE ket Casco on Ne LarverCmreree SYzmm Solvnlae. WD4J 5%( r. . valued. LmrE rete raW¢ tlAe] 6egem[¢r_2ptY 0. NI tliemlxss are in met. 5. Trle arm& Ne aeova EeccrlC poFMy¢5ffl.CBR epuareIan or 13 Mxrea. 6 I: TNN eppovtuVtl $Ober wC W Youmtle Rye on M mNr fiib q Idke I.r%y M J Iw m .&I.15. b LEGEND o opal xn Pr..'m oy me a Irma my Nxt d Qu,�a.x FNvaNrwsl.w..w%rr..em W Minneapolis, MN 55415 t� I nlwr 612.758.3080 MN DENxs e.ousrEao L] wlu _i b `•� ALLIANT 0 W mr it rm wn m'm.W15 IW25 V Dem n N. ® :rear xaa% E ew.a o *� wa . ESTATE DEVELOPMENT 0 0 0 DRTEiSSMD W2MI5 p 1510 LAKE LUCY ROAD b InaeManh maz 6xa qan, yndvaemm o opal xn Pr..'m oy me a Irma my Nxt 233 Park Ave S, Ste 300 FNvaNrwsl.w..w%rr..em W Minneapolis, MN 55415 t� aWrF WflW m Welfl 612.758.3080 MN DENxs e.ousrEao 612.7583099 Fax b `•� ALLIANT v .alliant-inaoom it e xo�xlcaixc m'm.W15 IW25 V Dem n N. E LPAWN 9Y DJa ESTATE DEVELOPMENT CHECKED BY neo 0 DRTEiSSMD W2MI5 p 1510 LAKE LUCY ROAD sc w p� EXCELSIOR, MN .lae xo. IrIDmD e00K t i f5B5 i LEGEND: / I EXISTING PROPERTY UNE EXISTING WATERMAN — — — — — — — — ___ _ _ _ - —G G— EXISTING GAS ONE % f ��• —E—E— EXISTING ELECTRIC / 1 r /•I j r r —au o+ EXISTING OVERHEAD UTILITIES Ss 1.• 1\iV\A 3 \•r\ 1 IT t r_ —T—T— EXISTING TELEPHONE j#1 .ao r c1MO 1,674 56F,1r 1902 1 •/ l / = ®w EXISTING SANITARY MA NHOLE Ise - 29 46 UISIMG HYDRANT 8 _ _ _ 1672 EXISTING GATE VALVE16590/h690 1527,' a EXISTING POWER POIE 16704' p / / / '1/(\\+'lye/. 1503' 0 EXISTING CABLE BOX �T3$ / ] �• i All 1689 // Q EXISTING TELEPHONE BOX -1652 _ '16]1 X66 /166in 1511 1526 _ EXISTING CURB k GUTTER TO REMAIN CURB k CUTTE R TO BE REMMD -1524 2 CONCRETE REMOVAL X0 X 111K, 5 /1EE• 1530 . \� ' M jB _ 16]9 I X N BITUMINOUS REMOVAL 1569 _ _ 1572 1fi50 592 - 1594_ 1561 01 1521 _ _ 1597 x'115 -C W F- j596 N I O j • } 9676 / • 555 1645 644 �1 REMOVE EXISTING \ SEPTIC SYSTEM 1 1564 no n r1>563--' -/ --fd Y683 p - �'16] 1642 15•� ���%-J� 1 i� / / @3 1643' X 16 Ssp'z.`�O 121 X Is2o V/-1544 542 /O 1543 1545 �' O _ 1 2 6TOa A--. j • } 9676 / • 555 1645 644 �1 REMOVE EXISTING \ SEPTIC SYSTEM 1 1564 no n r1>563--' -/ --fd Y683 p - �'16] 1642 15•� ���%-J� 1 i� / / @3 1643' X 16 Ssp'z.`�O 121 X Is2o V/-1544 542 /O 1543 1545 �' O 1560 I O ;)' 2 6TOa A--. RENOIR EM;DNC HOUSE R MAN R REMOVE EXISTING PED RAMP µO-CAR/PEUG SERVICE xarsElEy.. UTILITIES AT MAINS - REMOVEEXISTNG BITUMINOUS TRAIL AND LIMESTONE RETAININGWML ' 5 1535 RE3IOW AND REPLACE PAVEMENT PRESEJNATION PUN, SHEET 13) y.T16'S4� ROAD I -- —REMOVE EXISTING GARAGE / I � `•OAF _ REMOVE AND IELOCATE E1651NG FIRE HYDRANT 8 (SEE SHEET 11) s— OW E057MG CURB t OUR p 2 C -REMOVE EXISTING GARAGE O TREE TO REMAIN -- -- 32 ------ _ O TREE TO BE REMOVED - 4. (REFER TO TREE INVEMORY AND L-- RE3IOW AND REPLACE PAVEMENT PRESEJNATION PUN, SHEET 13) EXISTING OVERHEAD POKE ANO POLE TO BE REMOVED. DEVELOPER TO COORDNATE NTH UTILITY PROVIDER I�FULL DEPTH —� =/4 T TRN. —I— REMOVAL NOTES: 1. PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REWIRED PERMITS AND APPROVALS HAW BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTL THE CONTRACTOR HAS RECEIVED AND MOROUGILY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2. NOTIFY GOPHER STATE ONE CALL 4B HOURS PRIOR TO START OF CONSTRUCTION. 3. PRIOR TO STARTING CONSTRUCTOR, ALL PERIMETER EROSION CONTROL DEVICES MUST BE INSTALLED IN ACCORDANCE WTU GRADING @ EROSION CONTROL PLAN, MINNEHAHA CREEK WATERSHED DISTRICT AND THE CITY OF CHMNHASSEN, SEE SHEET 8 FOR DETAILS. 4. REMOVAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY LOCATING AND PROTECTING ALL UTUTY ONES PRIOR TO DIGGING AND DEM013TION. OMER AND ENGINEER SHALL NOT BE HEIR RESPONSIBLE FOR PUBLIC OR PRIVATE UTIUTY LOCATIONS 5. REMOVAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL EXISTING STRUCTURES AND OBJECTS THAT INTERFERE MTH ME PROPOSED CONSTRUCTION AS SHOWN IN THIS DRAMNG PACKAGE MATERIALS SALVAGED FOR REUSE ON-SITE SHALL NOT BE STORED ON ANY PUBLIC RIGHT OF WAY. 6. ALL NDEK SHALL BE PERFORMED IN ACCORDANCE MTI THESE PLANS AND SPEOFICATONS AND THE REQUIREMENTS AND STANDARDS OF THE CITY OF CHANNHASSEN. 7. ALL WORK WITHIN THE PUBLIC R.O.W. STALL COMPLY MTH THE CITY OF CHANNHASSEN ENGINEERING DESIGN STANDARDS. S. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATORS OF EXISTING UTIUTIES AND TOPOGRAPHIC FEATURES, SUCH AS EXISTING GLITTER GRADES AT THE PROPOSED DRIVEWAYS CONNECTIONS. PRIOR TO TIE START OF SITE WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OF VARIATIONS FROM THE PLANS 9. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH MN MUTCD AND/ OR MNDOT TEMWMARY TRAFFIC CONTROL ZONE LAYOUTS MANUAL, DURING ANY WORK MMIN PUBLIC R.O.W.. 10. CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE TO PREVENT AND ELIMINATE ANY DUST NUISANCE OCCASIONED BY AND WRING CONSTRUCTION, UNTIL THE PROJECT HAS BEEN COMPLETED. 11. CONTRACTOR SHALL PROTECT ADJOINING PROPERTIES AND STRUCTURES FROM HAZARDS ASSOCIATED MM HIS CONSTRUCTION ACTIVITIES AND SHALL BE RESPONSIBLE FOR ALL DAMAGES TO PROPERTIES AND STRUCTURES THAT OCCUR AS A RESULT OF THESE ACTIVITIES 12. CONTRACTOR STALL NOT IMPEDE EXISTING TRAFFIC CIRCULATION TO ADJACENT BUSINESSES 13. ANY DAMAGED PUBLIC R.O.W. PAWMENT AND CURBING SHALL BE REPLACED MTH THE EOUIVALENT PAVEMENT SECTION. 14. CONTRACTOR IS RESPONSIBLE FOR ME REMOVAL AND DISPOSAL OF THE EXISTING BITUMINOUS BITUMINOUS SHALL BE SAWCUT OR JACK HAMMERED FOR STRAIGHT EDGES. TACK SHALL BE USED ON BITUMINOUS EDGE PRIOR TO PATCHING. MATCH EXISTING GRADES. 15. CONTRACTOR SIALL COORDINATE PRIVATE/PUBUC UTILITIES RELOCATES, SUCH AS TRAFFIC SIGNAL HANDHO ES, AND WRING , ETC. GENERAL NOTES: 1. ALL DIMENSIONS. GRADES. EXISTING AND PROPOSED INFORMATION SHOWN ON THE PUNS STALL HE FIELD WRIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IF ANY DISCREPMUES EXIST PRIOR TO PROCEEDING WTH CONSTRUCTION FOR NECESSARY PUN ON GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CMIRACTOR FOR WORK HAVING TO BE REDONE DUE TO INFORMATION SHORN INCORRECTLY ON THESE PUNS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 2. PROTECT EXISTING CONCRETE SIDEWALKS AND CURBING AND BITUMINOUS TRAILS WRING ALL PHASES OF CONSTRUCTION. CONTRACTOR TO REPLACE ANY CRACKED OR BROKEN CONCRETE PANELS OR DAMAGED BITUMINWS PAVEMENTS CAUSED BY SITE CONSTRUCTION. 3 CONTRACTOR SHALL PERFORM SWEEPING ON PUBLIC STREETS AT LEAST EXISTING OVERHEAD POWER TO BE RELOCATED OR MOVEDJ I 31 -- -- 32 ------ 33 UNDERGROUND, DEVELOPER TO COORDINATE WITH UTIUTY PROVIDER I FULL DEPTH SAWCUT I' FROM 4. CONTRACTOR SHALL PROVIDE TEMPORARY STREET SIGNS, I/GHTWC, AND oI RE3IOW AND REPLACE PAVEMENT � EXISTING UP OF CURB EXISTING OVERHEAD POKE ANO POLE TO BE REMOVED. DEVELOPER TO COORDNATE NTH UTILITY PROVIDER I�FULL DEPTH —� =/4 T TRN. —I— REMOVAL NOTES: 1. PRIOR TO STARTING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REWIRED PERMITS AND APPROVALS HAW BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTL THE CONTRACTOR HAS RECEIVED AND MOROUGILY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2. NOTIFY GOPHER STATE ONE CALL 4B HOURS PRIOR TO START OF CONSTRUCTION. 3. PRIOR TO STARTING CONSTRUCTOR, ALL PERIMETER EROSION CONTROL DEVICES MUST BE INSTALLED IN ACCORDANCE WTU GRADING @ EROSION CONTROL PLAN, MINNEHAHA CREEK WATERSHED DISTRICT AND THE CITY OF CHMNHASSEN, SEE SHEET 8 FOR DETAILS. 4. REMOVAL CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY LOCATING AND PROTECTING ALL UTUTY ONES PRIOR TO DIGGING AND DEM013TION. OMER AND ENGINEER SHALL NOT BE HEIR RESPONSIBLE FOR PUBLIC OR PRIVATE UTIUTY LOCATIONS 5. REMOVAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL EXISTING STRUCTURES AND OBJECTS THAT INTERFERE MTH ME PROPOSED CONSTRUCTION AS SHOWN IN THIS DRAMNG PACKAGE MATERIALS SALVAGED FOR REUSE ON-SITE SHALL NOT BE STORED ON ANY PUBLIC RIGHT OF WAY. 6. ALL NDEK SHALL BE PERFORMED IN ACCORDANCE MTI THESE PLANS AND SPEOFICATONS AND THE REQUIREMENTS AND STANDARDS OF THE CITY OF CHANNHASSEN. 7. ALL WORK WITHIN THE PUBLIC R.O.W. STALL COMPLY MTH THE CITY OF CHANNHASSEN ENGINEERING DESIGN STANDARDS. S. CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND ELEVATORS OF EXISTING UTIUTIES AND TOPOGRAPHIC FEATURES, SUCH AS EXISTING GLITTER GRADES AT THE PROPOSED DRIVEWAYS CONNECTIONS. PRIOR TO TIE START OF SITE WORK. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES OF VARIATIONS FROM THE PLANS 9. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL IN ACCORDANCE WITH MN MUTCD AND/ OR MNDOT TEMWMARY TRAFFIC CONTROL ZONE LAYOUTS MANUAL, DURING ANY WORK MMIN PUBLIC R.O.W.. 10. CONTRACTOR SHALL BE HELD FULLY RESPONSIBLE TO PREVENT AND ELIMINATE ANY DUST NUISANCE OCCASIONED BY AND WRING CONSTRUCTION, UNTIL THE PROJECT HAS BEEN COMPLETED. 11. CONTRACTOR SHALL PROTECT ADJOINING PROPERTIES AND STRUCTURES FROM HAZARDS ASSOCIATED MM HIS CONSTRUCTION ACTIVITIES AND SHALL BE RESPONSIBLE FOR ALL DAMAGES TO PROPERTIES AND STRUCTURES THAT OCCUR AS A RESULT OF THESE ACTIVITIES 12. CONTRACTOR STALL NOT IMPEDE EXISTING TRAFFIC CIRCULATION TO ADJACENT BUSINESSES 13. ANY DAMAGED PUBLIC R.O.W. PAWMENT AND CURBING SHALL BE REPLACED MTH THE EOUIVALENT PAVEMENT SECTION. 14. CONTRACTOR IS RESPONSIBLE FOR ME REMOVAL AND DISPOSAL OF THE EXISTING BITUMINOUS BITUMINOUS SHALL BE SAWCUT OR JACK HAMMERED FOR STRAIGHT EDGES. TACK SHALL BE USED ON BITUMINOUS EDGE PRIOR TO PATCHING. MATCH EXISTING GRADES. 15. CONTRACTOR SIALL COORDINATE PRIVATE/PUBUC UTILITIES RELOCATES, SUCH AS TRAFFIC SIGNAL HANDHO ES, AND WRING , ETC. GENERAL NOTES: 1. ALL DIMENSIONS. GRADES. EXISTING AND PROPOSED INFORMATION SHOWN ON THE PUNS STALL HE FIELD WRIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE CONSTRUCTION MANAGER IF ANY DISCREPMUES EXIST PRIOR TO PROCEEDING WTH CONSTRUCTION FOR NECESSARY PUN ON GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CMIRACTOR FOR WORK HAVING TO BE REDONE DUE TO INFORMATION SHORN INCORRECTLY ON THESE PUNS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 2. PROTECT EXISTING CONCRETE SIDEWALKS AND CURBING AND BITUMINOUS TRAILS WRING ALL PHASES OF CONSTRUCTION. CONTRACTOR TO REPLACE ANY CRACKED OR BROKEN CONCRETE PANELS OR DAMAGED BITUMINWS PAVEMENTS CAUSED BY SITE CONSTRUCTION. 3 CONTRACTOR SHALL PERFORM SWEEPING ON PUBLIC STREETS AT LEAST 0 15 W 60 / WAY. o` SCALE W FEET ____ _ _ _ _ _ _ _ ______� QS IISERE6YCEATDT THAT iHISYI AN. FND3ECT TEAM lA,>E ISSUE DATE GLACCUM HIGHLANDS E D sveLv¢nnuu.oaa.MA eaFTAxeDeY NLoa LmOFam DT`�D NTE DA ISS suewrcu 233 Park Ave S. Ste 300 Is A soemrnFM AVIV TNArI UEAwH: TSN afcfs lm'lolalRlrs C .A .1"U. 41415 LlTY91BNRTAI J Minneapolis, MN 55415 TxosFssroAALENcwra mTn e1KNFcrNo nsmn TISEIAwswnlEsrATEor REMOVALS PLAN 612.758.3080 MAW o-vn.ESmA CONSTRUCTION DOCUMENTS SUIT WAYZATA BOULEVARD 612.758.3099 FAA SUITE TA ALL 1 A N T www.alliant-inc.com ?IAYXRADaETLTE DAr'QD RevDW PHONE (61MN 6639' FINAL PLAT SUBMITTAL steer s OF 15 PRONE (612) 990-D666ENFIN EFNIN• DATE LRII4EIA. T d11E EXISTING OVERHEAD POWER TO BE RELOCATED OR MOVEDJ I Q e -- -- VICE A WEEK, ONCE A DAY IF NEEDED. o UNDERGROUND, DEVELOPER TO COORDINATE WITH UTIUTY PROVIDER I FULL DEPTH SAWCUT I' FROM 4. CONTRACTOR SHALL PROVIDE TEMPORARY STREET SIGNS, I/GHTWC, AND oI RE3IOW AND REPLACE PAVEMENT � EXISTING UP OF CURB ADDRESSES WRING CONSTRUCTION PERIOD. a I Q I `SE WAIS CONNECTION �`•x l ! I 5. ALL CONSTRUCTION AND POST CONSTRUCTION PARKING SHALL BE N 1SERNCE ON-SITE, NO ON -STREET PARKINGAOADING/UNLOADING ALLOWED. a - 6. ALL PUBIC SIDEWALKS AND TRAILS SHALL NOT BE OBSTRUCTED. / , - T I T '. ` • r- x vv f - • ii "; .r. r r •_ (• i i 1i `- I ]. STORAGE OF MATERIALS OR EQUIPMENT SHALL NOT BE ALLONED ON .. �_ ... - PUBLIC STREETS ON WITHIN PUBLIC RICHT OF WAY. E / B. CONTRACTOR TO PROVIDE TEMPORARY TRAFFIC CONTROL IN COMPLIANCE 0 15 W 60 / WAY. o` SCALE W FEET ____ _ _ _ _ _ _ _ ______� QS IISERE6YCEATDT THAT iHISYI AN. FND3ECT TEAM lA,>E ISSUE DATE GLACCUM HIGHLANDS E D sveLv¢nnuu.oaa.MA eaFTAxeDeY NLoa LmOFam DT`�D NTE DA ISS suewrcu 233 Park Ave S. Ste 300 Is A soemrnFM AVIV TNArI UEAwH: TSN afcfs lm'lolalRlrs C .A .1"U. 41415 LlTY91BNRTAI J Minneapolis, MN 55415 TxosFssroAALENcwra mTn e1KNFcrNo nsmn TISEIAwswnlEsrATEor REMOVALS PLAN 612.758.3080 MAW o-vn.ESmA CONSTRUCTION DOCUMENTS SUIT WAYZATA BOULEVARD 612.758.3099 FAA SUITE TA ALL 1 A N T www.alliant-inc.com ?IAYXRADaETLTE DAr'QD RevDW PHONE (61MN 6639' FINAL PLAT SUBMITTAL steer s OF 15 PRONE (612) 990-D666ENFIN EFNIN• DATE LRII4EIA. T d11E 33' / WETLAND OUTLOT A , I s I � a• i / 3 \ � o _ \ F I r /. jBUILDING PAD (TYP) I I I I II I I' a 1 I I [ 1 1 II Z 1 I I I I I o I V , 1 I , 0 I I I o EXISDNG STREET LIGHT I L2 --------------i L----- --_--__--- _ i 2 ON POWER POLE J3' 2, 7 ADDITIONAL RIGHT OF WAY PROVIDED SANITARY SEWER 3 "i 110' EASEMENT R u PoCJiT OF WAY DEDICATION — RECONSTRUCT PED RAMP PER CITY DETAIL (ADA) LAKE LUCY X10' BITUMINOUS TRAIL ROAD RECONSTRUCT WITH 5' BOULEVARD, — TO LAKE LUCY ROAD— STOP SIGN AND STREET NAME SIGN ® ON SAME POLE i CONSERVATION EASEMENT __- MONUMENT (TYP) 0.414 ACRES (EXCLUDES 0.006 ACRES WnNIN YOSEMITE AVE R/W) : -- - - I 01 ACRES YOSEMITE AVE A LAKE LUCY RD R/W DEDICATION 0.599 AfA6 NET BUIU A NEA FOOTPRINT CHANCE PROPOSED DWELLNG UNITS 4 ANDWALLS WILL BE 248 UNTTS/NR ACRE EXISTING ZONING BUILT TO ACCOMMODATE BOURDER RETAINING REF - SINGLE FAMILY RESIDOI Ors'RICT EXISTING VND USE WALL (TYP) PROPOSED LAND 115E RELDENNL LOW DENSITY lilt J --- M MOUNTABLE S CIM - 5Y sV0 �- I A SITE PLAN DATA GROSS AREA 3.125 ACNES WETLAND AREA 0.414 ACRES (EXCLUDES 0.006 ACRES WnNIN YOSEMITE AVE R/W) WETLAND BUFFER (20' WIDE) (NEA INCLUDED N CONSERVAIKIN EASEMENT) CONSERVATION EASEMENT AREA 01 ACRES YOSEMITE AVE A LAKE LUCY RD R/W DEDICATION 0.599 AfA6 NET BUIU A NEA 1.915 .WR6 PROPOSED DWELLNG UNITS 4 NET DENSITY 248 UNTTS/NR ACRE EXISTING ZONING RR - RURAL RESIDENTRLL DSIRICT PROPOSED ZONING REF - SINGLE FAMILY RESIDOI Ors'RICT EXISTING VND USE RESIDENTLLL LOW DENSITY PROPOSED LAND 115E RELDENNL LOW DENSITY PROPOSED MINIMUM LOT WIDTH AT FRONT SETBACK 90 R (CUL -DE -SIC LOTS) PROPOSED MINIMUM LOT WIDTH AT RIGM OF WAY 100 R (STANOMEO LOTS) INSTALL STREET LIGHT MATCH LANTERN STYLE' STA 2+19.19. 44.151 EXISTING MAL AMP ' -- BITUMINOUS TRAIL o ai WETLAND BUFFER DATA 3D' FRONT SETBACK ue SAMPLE FUTURE _.._ W _ w_ FOOTPRINT (TYP) WF AND 181RFlK AND SETBACK REQUIREMENTS I.. MANAGE 2 4 OQ* REQUIREMENT 0ASy MIN. BUFFER = 20' I' I J I 30 TEM SEiBACI( UNE 1 DTII BUFFER SETBACK = 30' Fig PROMDED WO -AND SUEFQi CALCULARCN LINEAL FRONTAGE WERAND =285 FT NL2$' REWIRED BUFFER AREA (20' WIDTH) =5.700 SF PROMDED BUFFER AREA (20.9sAOG) -5.971 SF INSTALL STREET LIGHT MATCH LANTERN STYLE' STA 2+19.19. 44.151 EXISTING MAL AMP ' -- BITUMINOUS TRAIL o ai 3D' FRONT SETBACK ue BA51 _.._ W _ w_ I.. OQ* I 'ARI �� I llIy.l I' I J I 30 TEM SEiBACI( UNE 1 DTII sl 1ON Fig TYPICAL LOT DETAIL NOT TO SCALE LEGEND: EASEMENT UNE - — — - - MIMING SETBACK PROPERIY UNE PAD NEA TYPICAL MD UIRRY LOT DATA TABLE TTY WIDE PAD, TYPICAL WW. AREA SETBACKS • ALLOWABLE •' LOC LOT() ------ IMPERVICUS FRONT RE (SF) 1 1 20.096 30 30 5,024 1 2 16,068 30 30 4,017 7 } 21,fi97 30 30 5.424 1 4 1 21.6961 30 1 30 5,424 • SIDE SETBACKS, SEE TYPICAL LOT DETAIL • 25% MAXIMUM IMPERMOUS/LOT PER CITY OF r CHANHASSED DEVELOPMENT REGULATIONS r•• LOT 2 HAS A 60' WIDE PAD LOTUNE RON h J/ EXISTING STREET UGIT-..-W-"-a- WEnwD BUE u4 ' .. _ 'LTOTTi STYLE' / ., ., _ — — - NND BUFFER - NOL ANO BUFFER EETIDCK 0 CONSERVATION EASEMENT MONUMENT / WERAND BUFFER STRIP / ® WIISERMAl10N EASkll1TT 0 f5 3I 60 / SCALE N FEET (` 1UERTB (TRIIFYTI,ATT111STt PR0.IECT TEAM Mn DATE I LS DALE TISSUE GLACCUM HIGHLANDS 6 JE AC6 ATpN,DRRE 9RT WA5 A. D YRd.a'. UNOSR MY 233 Park Ave S. Ste 300 D,NcrRurFRvalpxNronuTt DR,,aN.. nx also carlvRoux,s ANAMRTIlCFN4m FKD lTYP1YNTAL Minneapolis, MN 55415 RROFFsmxuENDNEEn 14MM Ai.D1ELTxp zlsmW 612.758.3080 MAN MINK pFT1¢nATEDF SITE, LIGHTING, AND SIGNAGE PLAN SUITE WAYZATA BOUI.RVARD 612.758.3099 FAX p� CONSTRUCTION DOCUMENTS WAYZ 11n A L L I A N T MMARAUxFLPE GA/DC REYIE'W' PHONE)S 66591 WWW.alliant-inccom FINAL PLAT SUBMITTAL SHEET hof 15 PHONE (611199POD6a ENWINEENIN6 GATE 1pE1.5p NO RY GAIT[ i I i fill `\ /T A11 TREE PROTECTION A4DIOR SILT 1 1 ( , I , I ' I'l' II >' , FENCE SEOUL BE INSTALIID PRIOR /� I Ai 1 674011 ` \li \' i J i }ry\i(FFp `\ EOF 11007 ' f ✓�gy _ _ _' WETLAND +0 WETLAND BUFFER LIMITS YAIEERAAFWD_ , •i 159AS,- I' _ FINAL TERED WALL DESK�Nl _ mr Ream raAuou _;✓ L- 15250 WAYZATA BOULEVARD BUTTE 101 WAIZATA, MN 55391 PHONE (612) 9900668 PROPOSED STORM SEINEN 612.7583080 MAIN 612.7583FA% 099 w .alliant-inczom mT� WUII u,wu ----------- PROPOSED EASEMENT EXISTING CONTOM OUTLOTA —m— PROPOSED CGNTOUII _ - _ _ _ SETB>CN UNE MNU:RALS(H T£ A 195' OF PI6HT-OF-WAY ,dN M1244 O- PROPOSED SPOT ELEVATKIN .WWoWWommom TREE PROTECTION UMOS TO m TOP OF WAU D£VATNNI 100 YR BACK TO BACI( HIM- - 1000.89 BOTTOM OF WALL ELEVATION 0 CONSERVATION EASEMENT MONUMENT amz DIRECTION OF DRAINAGE O EXISTING TREE TO REMAIN AA it DG . i , E 10166 WAX OUT HOUSE STYLE 7.90 GFil MES - �Tf 1 q , J w SGFJ0.11.2 BW IOM IJ 029 p. r- LOIMER MR T /---9i__ I T REINFORCEMENT - — - - - - - LAKE LUCY ROAD Y ! lw� r YAIEERAAFWD_ , •i 159AS,- I' Ww�RBvi Minneapolis, MN 55415 _ mr Ream raAuou _;✓ L- 15250 WAYZATA BOULEVARD BUTTE 101 WAIZATA, MN 55391 PHONE (612) 9900668 PROPOSED STORM SEINEN 612.7583080 MAIN 612.7583FA% 099 w .alliant-inczom mT� WUII u,wu ----------- PROPOSED EASEMENT EXISTING CONTOM PROPERIY UNE —m— PROPOSED CGNTOUII _ - _ _ _ SETB>CN UNE MNU:RALS(H T£ A 195' OF PI6HT-OF-WAY ,dN M1244 O- PROPOSED SPOT ELEVATKIN .WWoWWommom TREE PROTECTION UMOS TO m TOP OF WAU D£VATNNI l I l i aWAUTIIe BOTTOM OF WALL ELEVATION 0 CONSERVATION EASEMENT MONUMENT amz DIRECTION OF DRAINAGE O EXISTING TREE TO REMAIN Y ® CONSERVATION EASEMENT i , E 10166 WAX OUT HOUSE STYLE 7.90 GFil MES - F , J w SGFJ0.11.2 IJ 029 p. r- T /---9i__ I T - — - - - - - LAKE LUCY ROAD i roW- ,TW 1038' BW 1039 h - TW 10.15.5 BW 1070.5 1 }� I I 3WW iT00jm,'' — — — -- IW 1034 , RIF 1034 A ` ' 1 mSTMG OVERHEAD POWER TO BE •'. Q I '' _ f-'—'-- ----- -` `� ♦ , \\ \\ , l \ RELOCATED OR MOVEDUNDER(80UND ! ♦ , I ; ; ___-__----- `\\ ` ` ♦\\ ` \� \\ `♦\` `\\` ` ` ` \` `` AAAA .., J��� �' , , / I 1 .' p. X15/, SCALE IN , `11111`A___ - 1' - /i i i i - ---- _____ I , It E tr�.A. NATTI�M pWpIEC TEAM DAR BSO[ DAT[ IRSUB SPE[VE'AIpN.DA IIkWRTWAF GLACCUM HIGHLANDS PREPARTRBT MEOR UNMRMY PLiI[EC A ISSUIVBMITTAL 233 Park Ave S, 51e 300 ATMATSYUR NIRA M'DTNATI PTuwx: FLx 4mn clrvYVMmms hNA WLT IICENSFD GRADING LEGEND: GRADING NOTES 1. PRIOR TO STARTING CONSTRDCTION, THE CONTRACTOR SHALL. BE RESPONSIBLE TO WAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN O ITANED. NO CONSTRUCTION OR FABRICATION SHALL. BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED Al PLANS AND OTHER OOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2. REFER TO STORMWATER POLLUTION PREVENTION PUN (SWPPP) FOR Al EROSION AND SEDIMENT CONTROL DEVICE LOCATION, DESCRIPTIONS, NOTES AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. 3. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0E. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2-00S. 4. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF -SAE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND WATERSHED. 5. NOTIFY GOPHER STATE ONE CALL, AT (800) 252-1166. 48 HOURS PRIOR TO START OF CONSTRUCTION. 6. ALL IMPROVEMENIS TO CONFORM WITH CITY OF CHANHASSEN CONSTRUCTION STANDARDS SPECIFICATION, LATEST EDITION. 7. ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. & REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 9. STRIP TOPSOIL IN ALL DISNRBm AREAS PRIOR TO ANY CONSTRUCTION. ROUSE STOCKPILE ON SITE- STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE 10. IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES. WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABIUZING METHOD (APPROVED BY ENGINEER) SHALL BE APPUED OVER APPROVED S® MO(TURE AND A MINIMUM OF 4• TOPSOIL 11. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PUNS WITH ALL SUBCONTRACTORS TO VERIFY NPDES REOUIREMENIS. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, CONTRACTOR SHOULD CONSULT WN EROSION CONTROL INSPECTOR AND ENGINEER TO DETERMINE APPROPRIATE METHOD. 12. CONSERVATION EASEMENTS MONUMENT SIGNS SHALL BE INSTALLED AT EACH PONT WHERE A LOT UNE INTERSECTS WITH THE EASEMENT AND OTHER KEY LOCATIONS PER PCW. RETAINING WALL NOTES: I. BUILDING PERMITS ARE REQUIRED FOR ALL RUNNING WALLS GREATER THAN 4 FEET IN HEIGHT AND THOSE WAIS SWAN- BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND APPROVED BY THE COY PRIOR TO INSTALLATION. 2. Al WAIS OVER 6' IN HEIGHT SHAT NOT BE BOULDER WALLS. 3. RETAINING WALS WILL BE OWNED h MAINTAINED 81' INDMDWL PROPERTY OWNERS. 4. TIERED WALLS WITH A COMBINED TOTAL HEIGHT GREATER TOUR 6' MUST HAVE ADEQUATE SPACING SO TWAT EACH TIM DOES NOT STRUCTURALLY IMPACT ANOTHER TIER. 5. VEGETATION BETWEEN TIERED WAIS SHAT BE LOW OR NO MAINTENANCE. 6. 3' SAFETY RAUNG IS REQUIRED ATOP AL WALLS 4' TALL OR HIGHER. 7. RUNNING WALES MUST BE LOCATED OUTSIDE OF CONSERVATION EASEMENT. B. ALL RUNNING WAIS SHALL BE ROUGH GRADED AT A 2:1 SLOPE WITH BASE OF PREP. SLOPE AT PROPOSED WALL FACE 9. THE RUNNING WALL SLOPE ARRAS ARE TO BE WINTANED UNTIL RUNNING WALL CONSTRUCTION OCCURS. ANY EROSION SHALL. BE REMEDIED AND RESTORED. DEVELOPER: ESTATE DEVELOPMENT CORPORMI(IN 15250 WAYZATA BOULEVARD, SURE 101 WAYZATA, MN 55391 Ww�RBvi RUNNING WNL Minneapolis, MN 55415 raorEsswNAL EaDmm OnvER mr Ream raAuou ■ • PROPOSED CATCH BASINS 15250 WAYZATA BOULEVARD BUTTE 101 WAIZATA, MN 55391 PHONE (612) 9900668 PROPOSED STORM SEINEN 612.7583080 MAIN 612.7583FA% 099 w .alliant-inczom mT� WUII u,wu ----------- PROPOSED EASEMENT EXISTING CONTOM PROPERIY UNE —m— PROPOSED CGNTOUII _ - _ _ _ SETB>CN UNE MNU:RALS(H T£ LOT UNE PI6HT-OF-WAY ,dN M1244 O- PROPOSED SPOT ELEVATKIN .WWoWWommom TREE PROTECTION UMOS TO m TOP OF WAU D£VATNNI IN = BOTTOM OF WALL ELEVATION 0 CONSERVATION EASEMENT MONUMENT amz DIRECTION OF DRAINAGE O EXISTING TREE TO REMAIN ® CONSERVATION EASEMENT W WAX OUT HOUSE STYLE No EMERGENCY OVERFLOIY ROmING GRADING NOTES 1. PRIOR TO STARTING CONSTRDCTION, THE CONTRACTOR SHALL. BE RESPONSIBLE TO WAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN O ITANED. NO CONSTRUCTION OR FABRICATION SHALL. BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED Al PLANS AND OTHER OOCUMENTS APPROVED BY ALL OF THE PERMITTING AUTHORITIES. 2. REFER TO STORMWATER POLLUTION PREVENTION PUN (SWPPP) FOR Al EROSION AND SEDIMENT CONTROL DEVICE LOCATION, DESCRIPTIONS, NOTES AND DETAILS INCLUDING CONCRETE WASHOUT STATION INSTRUCTIONS. 3. ALL FINISHED GRADES SHALL SLOPE AWAY FROM PROPOSED BUILDINGS AT MINIMUM GRADE OF 2.0E. ALL SWALES SHALL HAVE A MINIMUM SLOPE OF 2-00S. 4. THE CONTRACTOR SHALL KEEP THE ADJACENT ROADWAYS FREE OF DEBRIS AND PREVENT THE OFF -SAE TRACKING OF SOIL IN ACCORDANCE WITH THE REQUIREMENTS OF THE CITY AND WATERSHED. 5. NOTIFY GOPHER STATE ONE CALL, AT (800) 252-1166. 48 HOURS PRIOR TO START OF CONSTRUCTION. 6. ALL IMPROVEMENIS TO CONFORM WITH CITY OF CHANHASSEN CONSTRUCTION STANDARDS SPECIFICATION, LATEST EDITION. 7. ROCK CONSTRUCTION ENTRANCES SHALL BE PROVIDED AT ALL CONSTRUCTION ACCESS POINTS. & REFER TO GEOTECHNICAL REPORT AND PROJECT MANUAL FOR SOIL CORRECTION REQUIREMENTS AND TESTING REQUIREMENTS. 9. STRIP TOPSOIL IN ALL DISNRBm AREAS PRIOR TO ANY CONSTRUCTION. ROUSE STOCKPILE ON SITE- STOCKPILE PERIMETERS MUST BE PROTECTED WITH SILT FENCE 10. IMMEDIATELY FOLLOWING GRADING OF (3:1 OR GREATER) SIDE SLOPES AND DRAINAGE SWALES. WOOD FIBER BLANKET OR OTHER APPROVED SOIL STABIUZING METHOD (APPROVED BY ENGINEER) SHALL BE APPUED OVER APPROVED S® MO(TURE AND A MINIMUM OF 4• TOPSOIL 11. THE GENERAL CONTRACTOR MUST DISCUSS DEWATERING PUNS WITH ALL SUBCONTRACTORS TO VERIFY NPDES REOUIREMENIS. IF DEWATERING IS REQUIRED DURING CONSTRUCTION, CONTRACTOR SHOULD CONSULT WN EROSION CONTROL INSPECTOR AND ENGINEER TO DETERMINE APPROPRIATE METHOD. 12. CONSERVATION EASEMENTS MONUMENT SIGNS SHALL BE INSTALLED AT EACH PONT WHERE A LOT UNE INTERSECTS WITH THE EASEMENT AND OTHER KEY LOCATIONS PER PCW. RETAINING WALL NOTES: I. BUILDING PERMITS ARE REQUIRED FOR ALL RUNNING WALLS GREATER THAN 4 FEET IN HEIGHT AND THOSE WAIS SWAN- BE DESIGNED BY A STRUCTURAL ENGINEER WITH DESIGN REVIEWED AND APPROVED BY THE COY PRIOR TO INSTALLATION. 2. Al WAIS OVER 6' IN HEIGHT SHAT NOT BE BOULDER WALLS. 3. RETAINING WALS WILL BE OWNED h MAINTAINED 81' INDMDWL PROPERTY OWNERS. 4. TIERED WALLS WITH A COMBINED TOTAL HEIGHT GREATER TOUR 6' MUST HAVE ADEQUATE SPACING SO TWAT EACH TIM DOES NOT STRUCTURALLY IMPACT ANOTHER TIER. 5. VEGETATION BETWEEN TIERED WAIS SHAT BE LOW OR NO MAINTENANCE. 6. 3' SAFETY RAUNG IS REQUIRED ATOP AL WALLS 4' TALL OR HIGHER. 7. RUNNING WALES MUST BE LOCATED OUTSIDE OF CONSERVATION EASEMENT. B. ALL RUNNING WAIS SHALL BE ROUGH GRADED AT A 2:1 SLOPE WITH BASE OF PREP. SLOPE AT PROPOSED WALL FACE 9. THE RUNNING WALL SLOPE ARRAS ARE TO BE WINTANED UNTIL RUNNING WALL CONSTRUCTION OCCURS. ANY EROSION SHALL. BE REMEDIED AND RESTORED. DEVELOPER: ESTATE DEVELOPMENT CORPORMI(IN 15250 WAYZATA BOULEVARD, SURE 101 WAYZATA, MN 55391 PLAN 7 SHEET 7 of 15 Minneapolis, MN 55415 raorEsswNAL EaDmm OnvER FADUEcrw nsrow s"" t''^'"'I°"°^"L 15250 WAYZATA BOULEVARD BUTTE 101 WAIZATA, MN 55391 PHONE (612) 9900668 A L L I A N T P.41N...IN. 612.7583080 MAIN 612.7583FA% 099 w .alliant-inczom Tx6uwsoFlta nATe DT MINMaWIA CONSTRUCTION DOCUMENTS FINAL PLAT SUBMITTAL QARO REYRW MNU:RALS(H T£ DATT ucv.'se NO. A,' rMTe PLAN 7 SHEET 7 of 15 I I 1 I' ENSMNS CMrOM 1'ROPOaEO CONTOUR �W�•�W�4�•^/ T 1 I ia:i�Ao� 1 11116 - EIEMC [ION ORHATTNSIAN fiWELm[nnorv. oRRlw6rwM � I I CONSTRUCTION SEQUENCING: h, PK'MunY UK 11 1 r tygr2 I I 1 1 J 1 I DAAwN: NN 4IA0 CTY[W4WNI4 WAW R� f a� PR[Po4D SILT FENCE (PRE BRAONG) E TI FRmEETNU. n119A I DND PRPNE MWEEMY INSTALL NEPRE-P1AOM0 SET FENCES NO MET PROTECPLN BYPa CH T SITE ,EIPOMRY DR.VYLE RW OE dMN[ MA4 ONpIG 1 ROLK CONSTRUCTION ENTRANCE 1 - ASEIDIYYDaTAnoN CpnRCI B1Pi ALL PRE-OB1,, ERf9M IA EROSION CONTROL BLANKET • / / I �� -`ONy E. CMSTKIET POST-GRANNG SILT FENCE M TIE SITE ' ' ' / '!'' A / • / STREET & UTILITY PHASE (CITY): \ INS PRO • / ffi INSTIII INl PROTECTINM MWNO ALL SERV SEWER SANDFLIES PIE➢AME SITE IM PANNG PAME SITE- IT_E. INSTALL MET PROTECTION DEICES 6. \\ STMEET AND ftITY SILT FENCE. T.INSTNI PEiT U !� R REANl1£ NL ToMONANI (N09M AND SEGMENT CONTROL CEROM !VIII • WEI AND I —L COYREX , 'A6]A 67 0 ♦ WETLAND DISCHARGE' PONT OUTLOT A a�g / 1670 DIN D Imsan� 1572 .1 p- ENSMNS CMrOM 1'ROPOaEO CONTOUR �W�•�W�4�•^/ T • ia:i�Ao� 1 11116 - EIEMC [ION ORHATTNSIAN fiWELm[nnorv. oRRlw6rwM PROTECT TEAM CONSTRUCTION SEQUENCING: h, PK'MunY UK \\,\\•,\;,\,'1\11 I(r 1526 POYWLOBY MEOAMENTRMY r tygr2 d 1' I` J 29 PrtE g NE s g PRE S LAKz LUCY ROAD EDC 15250 WAYZATA BOULEVARD SUITE 101 WAYZATA, MN 55391 PHONE (612) 9WO566 N u L SILT FENCE I I ACTIVE SWPPP LEGEND SCHEDULE ®IIIIIIIIIIIIIII,IIIIIIIIIIIII♦1111111111111_--IIIIIIIIIII■111111111111111111_ ENSMNS CMrOM 1'ROPOaEO CONTOUR PRDPGSED RETANW(i NAIL DIRECTION OF DRANALE 11116 - EIEMC [ION ORHATTNSIAN fiWELm[nnorv. oRRlw6rwM PROTECT TEAM CONSTRUCTION SEQUENCING: h, PK'MunY UK \\,\\•,\;,\,'1\11 I(r 1526 POYWLOBY MEOAMENTRMY r tygr2 6515 ErY6VEMIRAL 1' I` J 29 DAAwN: NN 4IA0 CTY[W4WNI4 WAW R� f a� PR[Po4D SILT FENCE (PRE BRAONG) INSTNl STA9MZFD EQSIMICIIOX ENMWeS PATRON, AND BIRUW AREA ANAd11YT1[TtSTD ANIAD IYTAEIIUG E7TIFII THE uwE TTM FRmEETNU. n119A 41A15 RIT 41910TTAl DND PRPNE MWEEMY INSTALL NEPRE-P1AOM0 SET FENCES NO MET PROTECPLN BYPa CH T SITE u L SILT FENCE I I ACTIVE SWPPP LEGEND SCHEDULE ®IIIIIIIIIIIIIII,IIIIIIIIIIIII♦1111111111111_--IIIIIIIIIII■111111111111111111_ ��tl ESA; {• A / ENSMNS CMrOM 1'ROPOaEO CONTOUR PRDPGSED RETANW(i NAIL DIRECTION OF DRANALE 11116 - EIEMC [ION ORHATTNSIAN fiWELm[nnorv. oRRlw6rwM PROTECT TEAM CONSTRUCTION SEQUENCING: h, PK'MunY UK POYWLOBY MEOAMENTRMY DBOJEC AMe 6515 ErY6VEMIRAL SILT FENCE' I` 233 Park Ave S, Ste 300 MAS GRADING PHASE (EDC): DAAwN: NN 4IA0 CTY[W4WNI4 WAW R� f a� PR[Po4D SILT FENCE (PRE BRAONG) INSTNl STA9MZFD EQSIMICIIOX ENMWeS PATRON, AND BIRUW AREA ANAd11YT1[TtSTD ANIAD IYTAEIIUG E7TIFII THE uwE TTM FRmEETNU. n119A 41A15 RIT 41910TTAl DND PRPNE MWEEMY INSTALL NEPRE-P1AOM0 SET FENCES NO MET PROTECPLN BYPa CH T SITE ,EIPOMRY DR.VYLE RW OE dMN[ MA4 ONpIG ROLK CONSTRUCTION ENTRANCE 1 - ASEIDIYYDaTAnoN CpnRCI B1Pi ALL PRE-OB1,, ERf9M IA EROSION CONTROL BLANKET TPLRMY LAID ...ENT SEEDING AND RANTING. S COMPLETE MASS (RARINGIA AINSTALTY / I �� -`ONy E. CMSTKIET POST-GRANNG SILT FENCE M TIE SITE ' ' ' / '!'' A / • / STREET & UTILITY PHASE (CITY): INS PRO STY NpiS OWES AND WTIERS 1. IMSTNL UTUTFS. UNDERMANS ORg D W Z INSTAU. MP RM TLET / ffi INSTIII INl PROTECTINM MWNO ALL SERV SEWER SANDFLIES PIE➢AME SITE IM PANNG PAME SITE- IT_E. INSTALL MET PROTECTION DEICES 6. \\ STMEET AND ftITY SILT FENCE. T.INSTNI PEiT U !� R REANl1£ NL ToMONANI (N09M AND SEGMENT CONTROL CEROM (O . F SITE IS STABILITY), IF NEW Wm BY TINE CONTRACT 1040/ \ \ \ SWPPP BMP QUANTITIES (PER PLAN): - / \ '\ ♦a j J x 1 I 1. STANDARD SILT FENCE 1,519 lF 1 1 i i I wN \---" -'— 2. INLET PROTECTION 3 EA I 11 ' 0 j5,- 30 & SEED/SW POST GRADING AREA 202 AC 1 4. TOPSOIL RESPREAD AREA 1.68 AC I\ 5�J, 4'. �y -� �\ S TOPSOIL RESPREAD VOLUME (6THICKNESS) 1,352 CY 6. EROSION CONTROL BLANKET 1,917 SY 1 \ ' SILT FENCE " ��tl ESA; {• A / NOTE TO CONTRACTOR THE MAS MMNG CONTRACTOR A RESPMSIBIE FM NSLN1ATNN 0' NU- ERG' I AND SEbIENT CONTROL BEST MANAGEMENT PRACTICES (MPS) AS SIAW1 N TINE RANI PRETERM£ S MAGRADING SYRPP (£](DEPT FM POST CRAPE BMPS NEEDED LATER UTUTY CM SIEEIEC11O1 ACTNTY).TIE BTPS ARE TO BE INSTALLED AT A MINMUM AS SHOWN IN ME PLAN. E OWDITMS ARISE. ADpTMN BMP SUPP(EMENTATM TO P EVDIT SITE EROSION OR SETIMETT MANWORT MAY BE NECESSARY. ME MASS GRADING CONTRACTOR IS RESIOI ISI E FOR ALL BMPS REWIRED TO COMPLETE ME MASS GRADING ACTNTES AND SUBSEWENT 10IPORMY SOL STABNZATM NECESMY TO PRUME 97 FOR SMUT AND UTWTY CONSTRUCTION NA HOME MILYNG AT ME CCMR111CN O MASS GRADING WOU( AND SAISFACTMY ST: SOL STMUZATM ME OE WER AND MAS GRADING CMMACTOR SHNL LOOENATE ME MONSTER O NPDES PERMIT AFSPM9DUTE5 TO ME STREET MA UTILITY CMMACTM AND ME Ott. ME SMUT AND UTUTY CMMACTM AND CITY WLL TMT ASSME ME REGRMSIDUTY TO PRONDE IN9YCTM AND MWTENMCE OF ANY IN PLACE BMPS M WflL AS INSTALL ME AWITMAL SNIPS REWIRFG IN ME SMUT AND UTUTY CMSMUCTM DOWMENT SWWP. UPON COMPLETION O SMUT AND U1UTY CONSMUCTM,ME SMUT AND UTUTY CMMACTM SHALL RETOVE MY MAPS INSTA D WRING ME SMUT AND VTUTY PHASE MAT ME NO LONGER REWIRED AND CCGRDINAT: ME MMSER 0' NPOES PERMIT REGRMSIBIUMS BACK TO ME DEME -OPER M TRNINAW ME PORTON OF ME MPDS PERMIT MM4EARm TOME OT NA TEIR CMMACTM. EROSION CONTROL RESPONSIBLE PARTY: ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD, SUITE 101 WAYZATA. MN 55391 PH: 612-990-0666 CONTACT: TOM GONYEA EM: langand.,. 'mmumiM BMWs 1. SMAWMAY MnDOT TYPE 1 MULCH 2. EROSION OMMW BLANKET MnDOT CAL 3 1 HYOROMULCH WWT TYPE 5 C NRF REINFORCEMENT MAT SC250 NORM AMERICAN GREEN OR EWA--MNDOT CAT 6 GRADING ACLMTY 1. CMMEM WASHWIT IS DME TRUCY BY TRUCK WITH A MOBILE WASHOUT SYSTEM PROMOED AND GMPLETED BY THE CMOETE CONTRACTOR. SEDIMENT BAR ERS 1. SILT FENCE (MnDOT 3686) 2 CURB LW J. ROCS WEEPER 1. WMCO (MnDOT TYPE A & C) 2 INFRASWE STORM DRAIN/CULVERT 1 SILT SACH (MnDOT TYPE A) A. DANDY BAG (MnDOT TYPE B) 1. 2- CRUSHED CLEAR ROCI( (LAND DEVELOPMENT) 1. WDOT-100 (DAM 20-120 DAY STABIUZATON) 2 MnDOT-150 (1-2 YEAR STMIUZATM) 1. MnDOT 270 (RE90ENTK TURF) 2 SW LEGEND: —]89— ENSMNS CMrOM 1'ROPOaEO CONTOUR PRDPGSED RETANW(i NAIL DIRECTION OF DRANALE 11116 - EIEMC [ION ORHATTNSIAN fiWELm[nnorv. oRRlw6rwM PROTECT TEAM DAM DRUR DAIS ISSUE PK'MunY UK POYWLOBY MEOAMENTRMY DBOJEC AMe 6515 ErY6VEMIRAL I` 233 Park Ave S, Ste 300 GIXEfr SLRERYrsAINMT,TNATI DAAwN: NN 4IA0 CTY[W4WNI4 WAW R� f a� PR[Po4D SILT FENCE (PRE BRAONG) Minneapolis, MN 55415 ANAd11YT1[TtSTD ANIAD IYTAEIIUG E7TIFII THE uwE TTM FRmEETNU. n119A 41A15 RIT 41910TTAl DND ,EIPOMRY DR.VYLE RW OE dMN[ MA4 ONpIG ROLK CONSTRUCTION ENTRANCE EROSION CONTROL BLANKET J. / -- -- -- ---------------- '\ ♦a -'' i '�60 1 1 i i I wN \---" -'— I 11 ' 0 j5,- 30 vAILE IN FEET NOTE TO CONTRACTOR THE MAS MMNG CONTRACTOR A RESPMSIBIE FM NSLN1ATNN 0' NU- ERG' I AND SEbIENT CONTROL BEST MANAGEMENT PRACTICES (MPS) AS SIAW1 N TINE RANI PRETERM£ S MAGRADING SYRPP (£](DEPT FM POST CRAPE BMPS NEEDED LATER UTUTY CM SIEEIEC11O1 ACTNTY).TIE BTPS ARE TO BE INSTALLED AT A MINMUM AS SHOWN IN ME PLAN. E OWDITMS ARISE. ADpTMN BMP SUPP(EMENTATM TO P EVDIT SITE EROSION OR SETIMETT MANWORT MAY BE NECESSARY. ME MASS GRADING CONTRACTOR IS RESIOI ISI E FOR ALL BMPS REWIRED TO COMPLETE ME MASS GRADING ACTNTES AND SUBSEWENT 10IPORMY SOL STABNZATM NECESMY TO PRUME 97 FOR SMUT AND UTWTY CONSTRUCTION NA HOME MILYNG AT ME CCMR111CN O MASS GRADING WOU( AND SAISFACTMY ST: SOL STMUZATM ME OE WER AND MAS GRADING CMMACTOR SHNL LOOENATE ME MONSTER O NPDES PERMIT AFSPM9DUTE5 TO ME STREET MA UTILITY CMMACTM AND ME Ott. ME SMUT AND UTUTY CMMACTM AND CITY WLL TMT ASSME ME REGRMSIDUTY TO PRONDE IN9YCTM AND MWTENMCE OF ANY IN PLACE BMPS M WflL AS INSTALL ME AWITMAL SNIPS REWIRFG IN ME SMUT AND UTUTY CMSMUCTM DOWMENT SWWP. UPON COMPLETION O SMUT AND U1UTY CONSMUCTM,ME SMUT AND UTUTY CMMACTM SHALL RETOVE MY MAPS INSTA D WRING ME SMUT AND VTUTY PHASE MAT ME NO LONGER REWIRED AND CCGRDINAT: ME MMSER 0' NPOES PERMIT REGRMSIBIUMS BACK TO ME DEME -OPER M TRNINAW ME PORTON OF ME MPDS PERMIT MM4EARm TOME OT NA TEIR CMMACTM. EROSION CONTROL RESPONSIBLE PARTY: ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD, SUITE 101 WAYZATA. MN 55391 PH: 612-990-0666 CONTACT: TOM GONYEA EM: langand.,. 'mmumiM BMWs 1. SMAWMAY MnDOT TYPE 1 MULCH 2. EROSION OMMW BLANKET MnDOT CAL 3 1 HYOROMULCH WWT TYPE 5 C NRF REINFORCEMENT MAT SC250 NORM AMERICAN GREEN OR EWA--MNDOT CAT 6 GRADING ACLMTY 1. CMMEM WASHWIT IS DME TRUCY BY TRUCK WITH A MOBILE WASHOUT SYSTEM PROMOED AND GMPLETED BY THE CMOETE CONTRACTOR. SEDIMENT BAR ERS 1. SILT FENCE (MnDOT 3686) 2 CURB LW J. ROCS WEEPER 1. WMCO (MnDOT TYPE A & C) 2 INFRASWE STORM DRAIN/CULVERT 1 SILT SACH (MnDOT TYPE A) A. DANDY BAG (MnDOT TYPE B) 1. 2- CRUSHED CLEAR ROCI( (LAND DEVELOPMENT) 1. WDOT-100 (DAM 20-120 DAY STABIUZATON) 2 MnDOT-150 (1-2 YEAR STMIUZATM) 1. MnDOT 270 (RE90ENTK TURF) 2 SW LEGEND: —]89— ENSMNS CMrOM 1'ROPOaEO CONTOUR PRDPGSED RETANW(i NAIL DIRECTION OF DRANALE 11116 - EIEMC [ION ORHATTNSIAN fiWELm[nnorv. oRRlw6rwM PROTECT TEAM DAM DRUR DAIS ISSUE PK'MunY UK POYWLOBY MEOAMENTRMY DBOJEC AMe 6515 ErY6VEMIRAL I` 233 Park Ave S, Ste 300 GIXEfr SLRERYrsAINMT,TNATI DAAwN: NN 4IA0 CTY[W4WNI4 WAW R� f a� PR[Po4D SILT FENCE (PRE BRAONG) Minneapolis, MN 55415 ANAd11YT1[TtSTD ANIAD IYTAEIIUG E7TIFII THE uwE TTM FRmEETNU. n119A 41A15 RIT 41910TTAl DND NOTE TO CONTRACTOR THE MAS MMNG CONTRACTOR A RESPMSIBIE FM NSLN1ATNN 0' NU- ERG' I AND SEbIENT CONTROL BEST MANAGEMENT PRACTICES (MPS) AS SIAW1 N TINE RANI PRETERM£ S MAGRADING SYRPP (£](DEPT FM POST CRAPE BMPS NEEDED LATER UTUTY CM SIEEIEC11O1 ACTNTY).TIE BTPS ARE TO BE INSTALLED AT A MINMUM AS SHOWN IN ME PLAN. E OWDITMS ARISE. ADpTMN BMP SUPP(EMENTATM TO P EVDIT SITE EROSION OR SETIMETT MANWORT MAY BE NECESSARY. ME MASS GRADING CONTRACTOR IS RESIOI ISI E FOR ALL BMPS REWIRED TO COMPLETE ME MASS GRADING ACTNTES AND SUBSEWENT 10IPORMY SOL STABNZATM NECESMY TO PRUME 97 FOR SMUT AND UTWTY CONSTRUCTION NA HOME MILYNG AT ME CCMR111CN O MASS GRADING WOU( AND SAISFACTMY ST: SOL STMUZATM ME OE WER AND MAS GRADING CMMACTOR SHNL LOOENATE ME MONSTER O NPDES PERMIT AFSPM9DUTE5 TO ME STREET MA UTILITY CMMACTM AND ME Ott. ME SMUT AND UTUTY CMMACTM AND CITY WLL TMT ASSME ME REGRMSIDUTY TO PRONDE IN9YCTM AND MWTENMCE OF ANY IN PLACE BMPS M WflL AS INSTALL ME AWITMAL SNIPS REWIRFG IN ME SMUT AND UTUTY CMSMUCTM DOWMENT SWWP. UPON COMPLETION O SMUT AND U1UTY CONSMUCTM,ME SMUT AND UTUTY CMMACTM SHALL RETOVE MY MAPS INSTA D WRING ME SMUT AND VTUTY PHASE MAT ME NO LONGER REWIRED AND CCGRDINAT: ME MMSER 0' NPOES PERMIT REGRMSIBIUMS BACK TO ME DEME -OPER M TRNINAW ME PORTON OF ME MPDS PERMIT MM4EARm TOME OT NA TEIR CMMACTM. EROSION CONTROL RESPONSIBLE PARTY: ESTATE DEVELOPMENT CORPORATION 15250 WAYZATA BOULEVARD, SUITE 101 WAYZATA. MN 55391 PH: 612-990-0666 CONTACT: TOM GONYEA EM: langand.,. 'mmumiM BMWs 1. SMAWMAY MnDOT TYPE 1 MULCH 2. EROSION OMMW BLANKET MnDOT CAL 3 1 HYOROMULCH WWT TYPE 5 C NRF REINFORCEMENT MAT SC250 NORM AMERICAN GREEN OR EWA--MNDOT CAT 6 GRADING ACLMTY 1. CMMEM WASHWIT IS DME TRUCY BY TRUCK WITH A MOBILE WASHOUT SYSTEM PROMOED AND GMPLETED BY THE CMOETE CONTRACTOR. SEDIMENT BAR ERS 1. SILT FENCE (MnDOT 3686) 2 CURB LW J. ROCS WEEPER 1. WMCO (MnDOT TYPE A & C) 2 INFRASWE STORM DRAIN/CULVERT 1 SILT SACH (MnDOT TYPE A) A. DANDY BAG (MnDOT TYPE B) 1. 2- CRUSHED CLEAR ROCI( (LAND DEVELOPMENT) 1. WDOT-100 (DAM 20-120 DAY STABIUZATON) 2 MnDOT-150 (1-2 YEAR STMIUZATM) 1. 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ALL INTERSECnON CWS KjURNS 9011 W %ld S TE AL STORM SEWER HPE JDNM BETWEEN FLARED ENO SECTIONS AND STRUCTURES. 6, SEE SITE, 9040(£, AND EIONTINC PINI FOR 904 d UGHTING LOCATIONS STRUCTURE AND CASTING SCHEDULE NN NO, SIZE GIT,Ni 1 72' DU RZ 7-V 2 7 MAI R -E342 3 JW MA R-4342 NOTES 1. OR GROVES SHALL BE NEENNH Q APPROVED EWA. PE PERFMATED PIPE �I 1•-4• "l (SOIE%DE MIM 91NL PE AODFII 4' PERFORATED DRAINTILE INSTALLATION (NOT TO SCAB) DRAINIILE TO BE INSTALLED DURING HOME CONSTRUCTON- 95' IN 4' D: 1018.6 IE: 1018.8 Pm RA I i 1 3 2 W/ --(PEFORATED - - - - - J 41 I I 0 `EMERGE FES 4 1 1W SCALE CL -3 \ OUTLOTA RW -RAP / \ ' �j AGDSGAN, EYTENO PMCAS STONE A oF:o.oO 3S Im: M. OF 6" BELOW AND TO TIE SEES fAme muov) / �a.ERAIW / 6.0 OY PERMAEMENT 1 F] MAT NFORCFAENT MAT / s e 1 - -- f 3 BLOCK 1 sy NN � - WITH NO Ya� T_________,� 1 I r DRNNTIIE OUTLET I `\ E 1007.9 I 1060 O+rnucrv6A FEEL D-O/� ✓ PT STA 1 7.Op ] I _ 2 I �P ORA SUI I OF f THE L------OI�OER CURRBB�i%--��LL I i 1 3 2 W/ --(PEFORATED - - - - - J 41 I I 0 GO1 O POREUs STONE MINIMUM aoR v D 1 1W SCALE SPACE (I"-2' Wn91E0. LI FAN F ' �j AGDSGAN, EYTENO PMCAS STONE A oF:o.oO 3S Im: M. OF 6" BELOW AND TO TIE SEES fAme muov) RIM:10zzaD SUMP 1011.20 1070 OO IX1DU PMAS STONE 6BELOW �» UNDERGROUND HE Am To T9MES OF HDPE s e \ \ ACE. 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(E) DPE O 2256% 1000 1000 ' of 12' RCP CL -5 0 1.33% 990 990 980 980 00 -o0 0 00 14M 2+00 3+00 0+00 1+00 2+00 E 1 HEREBY.INJE.Al EI PAM PBMRTFAM OATH LNSUH OATH 145UL SRCBICATIUN.9R6ETORT".� GLACCUM HIGHLANDS PREP9RFD OT ME OR LNpERNY DEMEENO NR` 6SI5 tl(Y9UBIRTRL 233Park Ave S,Ste300 DIREET 6tmBnnsroA AND Trur1 DRAWN: nM u+1s arrmMmm�s NA WLT LNENYED FIA15 LnYA®NTTAL 10 Minneapolis, NA 55415 THE{ ASYJNALEVCPNEEK LLAVEH norzC7w zlsmM nN uwsLl rl¢srATEDT STREET AND STORM SEWER Al 612.756.3080 MAN Mm.A,soTA CONSTRUCTION DOCUMENTS 16250 WAYZATA BOULEVARD 612.758.3099 Fax S11'`'$ 301 ALL 1 A N T ^'�""'�'�'� Q"'Gp RHY�W PLAN AND PROFILES WAYZATA, MN 55391 W Ww.alliant- nc.com FINAL PLAT SUBMITTAL SHM 10 of 15 PHONE (612) 996'0666 ENGINEERING DATE LILT]3EIL. 6T WTC NOTES I . TIE CONTUCTXE STALL CONTACT THE SEWER AND WATER DEPARTMENT 24 HOURS PRONE TO ANY PUBLIC SEWER/WAIIIWNN CONNECTION. 2. HILI OETNSITY P0.YETNYIENE 0(IRIIDEO (HOPE) "STING RINGS ARE REQUIRED FOR ALL MAFNOLL s1RUCTIIE.S O. SANITARY SEWER MAN SHALL S INSTATE) PFR PTY 6 CHANHASSN SPEORICATONS A DETAIL PLATES 4. WAiERMAN SIAL BE INSTNLEO PER CITY OF CHANHASS2N SEOFlCATpNS A DI PLATES 5. TYPICAL LOT SRMCES SAN - 4• PVC SOLVENT WELDED SDR 26 OR sCH 40 (SEE DETAA) WAT - 1• TYPE •K' OOPPER (SEE DETNL) S -SANITAWfSERNCE WYE STATHN(FRN DONNSTIENI MH) E = SANITARY SRVN£ INVERT DEVATION CIE = CUM) BO% EIEVAR04 g_ E% HYDRANT I -- SAN } 3- REMOVE AD REPLACE EXIS1 PAVEMENT WITH EQUIVALENT S:C1 OUMOTA R tWXG I 1 I I 1 S-2+22 RL-�E 102A *_ 7 CONTRACTOR TO PROVIDE TRAFFIC CONTROL PLAN TO CITY ENGINEERING FOR RENEW AND APPROVAL PRION TO CONNECTION WOR(J ... CORE DRILL IN MH, RECONSTRUCT AVERT 111 RECEIVE pRECTONALLY BpEED SEMFRI 3 IE 01 IE-S-0+43 3 < •I CBE 102&7 105 STATIN+40.0 TOFF 0 ao _ I 1031.05 1 2-, (1 7--j-I1 MV IN. 1005.10 (LE1 OFF 000 '050 1 1 L___-___-_- e \ RIM -1031.05 SAN MH 186 LF DIRECTIONAL 801 -CONNECT TO EXISTING 18• DIP �SAY A(;E EX NEW L T, A00 Y g LAKEWAY COURT SANITARY SEWER MH 3 - MH 1 o < SAN MH 1 105 STATIN+40.0 TOFF 0 ao _ I 1031.05 I 1--- -. MV IN. 1005.10 (LE1 OFF 000 '050 1 1 1 I RIM -1031.05 �Y ii1012I 1070 INV IN:1005.10 (W) SAN MH 3 EXISTING GROUND I I TYPICAL SANITARY § WATER 1 ( SERVICE DIRE BOX O RM _ W:0.00 RIM: 1021.00 / 1 SERVICE 'TARS' -- _... 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SDR 26 O O.40% '. 1000 OFF:0.00 1000 990 990 980 I I 1 '... 980 INV IN:1005.1 (W) INV OUT:101288 ) INV IN:I p 20 (N) INV OUT:1005 00 (S) 00 dF 8• DIP PAD REINSTALL HYDRANT IN NEW LOCATION . _ NET TAP CONNECT TO E% IB• W/M EX SAN MH IE 1001.04 11, 0 25 50 100 SCALE N FEET SANITARY SEWER MH 1 - EX MH o < 1050 STATIN+40.0 TOFF 0 ao _ I 1031.05 _ 1 050 MV IN. 1005.10 (LE1 U j W 1070 E% MH 1040 - - - ---- 1070 1040 --- Vf aq. INV IN:1001.44 (N) 0, EMS ING GROUND 1030 - --- _ � F -Ex 19• DIP ---� 1030 1020 1020 V N VI O 1010 18 F - H P R-11 1 1060 1000 1B6' DIRECTIONAL BORE 1000 1060 990 _ _. r 990 980 980 SAN MH 1 SINN N 2 lOSO STA1+40.00 STA +28.17 IOSO OFF:0.00 .0 OD__ IMa O71.O5 I RIM.ID27.78 INV IN:1005.1 (W) INV OUT:101288 ) INV IN:I p 20 (N) INV OUT:1005 00 (S) 1040 1040 Fl18Sj1SHIN ED CA-NNO�RWND GRADE _ - 1030 1 1030 E.%ISTNG LAKE LUCY ROAD PAVEMENT J.5' MIN. EDGE (CURB UP) COYER 1020 1020 PVC NET TAP 110.8'-8' VC CSOO W/M e.0-6, CONNECT TO E% - 0900 wM 18- DIP W/M 1010 _ 6&0• of 6• PYc 1010 - SDR 35 a I.Opk 20.0' of B' APPROVED ERICAL DIP D 1.00% ADAPTOR 1000 INV;100.5.00 CONSTRUCT 7.00• 1000 11, 0 25 50 100 SCALE N FEET SANITARY SEWER MH 1 - EX MH xw [+UV 1+00 0+00 1+00 2+00 3+00 0+00 1+00 2+00 (` n,EREB ERXYNMNAYUTAN. RRO7ECTTEAM DAM LGSU[ DAM GLACCUM HIGHLANDS 11 E , I,KA M x aR P n RT W DLMG D MM yyL, R AIRWRLL D PR kIARFDRI RIEOR VNDER MY 233 Park Ave S. Ste 300 Nucr sLmUR ASED rllATl DRAwr: nx 4uss EDYIIEM mTs AMADULY LICENSm E -IN, LFII"SIRNRTAL Minneapolis, MN 55415 19oFEssWnALENDLYEER LITER e%Drecrxro: Dsw,R 612.7583080 MAN `HELAWSDETxESTATEDF SANITARY SEWER AND WATER MAIN 16200 WAYZATA BOULEVARD 612.758.3099 FA% . CONSTRUCTION DOCUMENTS SUITE TA ALL 1 A N T AwRxwiLrsLR.EE QA/QC11RV1NW PIAN AND PROFILES PHONEA)99031 Nvww.allianFinCcom FINAL PLAT SUBMITTAL s1IEer11 of u PNONE (612)990-0666 ENGINEERIXG DAIF nL£ASF NO R p,TE USAN MH 1 1050 STATIN+40.0 TOFF 0 ao _ I 1031.05 _ 1 050 MV IN. 1005.10 (LE1 INV .1 12 (N) INV WT.1 .00 (S) E% MH 1040 - - - ---- STA 0+25.48 T:-184.mL -RIM.1025.12 1040 --- INV IN:1001.44 (N) EMS ING GROUND 1030 - --- _ � F -Ex 19• DIP ---� 1030 1020 1020 W/M CROSS 1010 18 F - H P R-11 1 1010 1000 1B6' DIRECTIONAL BORE 1000 990 _ _. 990 980 980 00 0 xw [+UV 1+00 0+00 1+00 2+00 3+00 0+00 1+00 2+00 (` n,EREB ERXYNMNAYUTAN. RRO7ECTTEAM DAM LGSU[ DAM GLACCUM HIGHLANDS 11 E , I,KA M x aR P n RT W DLMG D MM yyL, R AIRWRLL D PR kIARFDRI RIEOR VNDER MY 233 Park Ave S. Ste 300 Nucr sLmUR ASED rllATl DRAwr: nx 4uss EDYIIEM mTs AMADULY LICENSm E -IN, LFII"SIRNRTAL Minneapolis, MN 55415 19oFEssWnALENDLYEER LITER e%Drecrxro: Dsw,R 612.7583080 MAN `HELAWSDETxESTATEDF SANITARY SEWER AND WATER MAIN 16200 WAYZATA BOULEVARD 612.758.3099 FA% . CONSTRUCTION DOCUMENTS SUITE TA ALL 1 A N T AwRxwiLrsLR.EE QA/QC11RV1NW PIAN AND PROFILES PHONEA)99031 Nvww.allianFinCcom FINAL PLAT SUBMITTAL s1IEer11 of u PNONE (612)990-0666 ENGINEERIXG DAIF nL£ASF NO R p,TE PROPOSED CANOPY COVER LEGEND OEASTING CANOPY COVERAGE PROPOSED CANOPY COKRACE TO REMAIN CANOPY CALCULATIONS xe®�� tiexl� y�fMl "xaI A tLw/ve,le,tlu9esWA,M - 10/lx "Oi � sCr,M4rv# 16 AY! Im IwpIiMMNmunGmmfo,frf yx eLT13 as I�of�nln ffaxmlel D YrapoW Graq Cwer,R TF 14® lM flMfM M1�em fropoW Grcpy f y,cuf�nfeG�f, G..r,R nm nsu x -c F-Mwooela4 kpwmf�a SN YQ af,.r u mslleyurtebMloeawvn.fAA�� 5Q 4T xe.rm.i�au�l I 1 0 15 30 60 SCALE N FEET (� ww�M�,xA.,�wAR,zAM '"� �` '"n �` GLACCUM HIGHLANDS i2 E FLLiKAII]M IIMT r AS MTU D Ri1AlIEflNIRglUIDF1N `�U LTYf1YllrLL 233 Park Ave S, Ste 300 owerrvnvvwoxArmTwvl nAvs u,a f arcmrxn Minneapolis, MN 55415 un�c'us uc� nm ncwrc��- nsmw r.1ue orvxarrnrK YN[unar TMFsrAao 612 758.3080 CONSTRUCTION DOCUMENTS 15260 wpY2ATp BouL.evAnO TREE CANOPY COVERAGE PLAN ALLIANT 612.758.3099 r.. W YfZ lot TA u.lic cfawra:.nw nrw w PHONE (612) WW�Y.a°�a^t-i^G.Gon, FINAL PLAT SUBMITTAL s��zOF is PNONF. lfi12)990-O6Rfi ewwlwe ewlxw ogre rxTAscno xr xnre 52 69 1524 �i \/ 1524 _1524 I I ------------- - s.rtt528 -- E%ISTNC TREE TO BE REMOVED_- lb 530 TREE INVENTORY & CALCULATIONS —� 1(ILNpA1N. _ I TREE PRESERVATION NOTES: -- -- L 1. BEFORE IM cmiSmUCIroN DR c.N, OE MKLO'N,N, PRaE,, 6 m OC A TREE PROTECTION HNEE (AT IFAST R EEET IN HEIGHT TMD ST M WRH POSTS NO LESS THAN EVERY 5 FEET) SX BE INSTALLED MOUND THE DRIP LINE OF NODDED METS, THE DRIP MES OF EX611N0 TREES TO BE PRESERVE➢ OR AT THE PERIMETER OF THE ORATOR. ZONE (NNGHOER 6 ONDITER). BOND B BE R W ALONG TH6 FE•IS ME EKNDMNO THE MEA AS A TREE PBOTDCF NRA AND PNWm IBNG GNWIK BEYONO THE EENCE IME. THIS FHN E MUST NLNNN IN RMF UNTILNL GPHMNG MID CGDIRUCIUII ACTMtt 6 TERMIW,TEII. 2. NO EOUIPMEYT, CONSIRJLRION IUTERINS ON SOIL MI.Y BE STORED N1MIN THE q✓P TINES OF MY SIGNIFCNNIT TREES TO BE FPESERVID. 3 NO ENGROV9IMENF. WIO GDIIIfQiWOE. (3DLE CWN iREIM.HING..... COMPNTF]N OF (DMMIGE N BDE, CNEM6mY B OCCUR MMI. FENCED MEAS PROTELTNC SICNBXNNT RRF.S 22TF MY IN - EpgIES ME 6 SIIEQ . TD NND TNOW i SWiMY GV - OENJl6 SIE. OF CANIY MD ROT Da - DENOM TREE suNNG Eva OR . D. TMI - DENDTES A TIRE WT NAB L ITS TT]iSTEM EENON SON - OdORS 4N ES QR CE OR A TREE N A STA. OF EEUK EMENE DUE TO nq p4A4 M NIFS.. FDT - DENO.S A IA4R STEWED TRURN MO 5 OR NAY KWIE WQUWD. L9Y - oFNDTES 901SIPJIIT IfID {YB IN. EDTE . FOR SF .DON IRM - DDwTEs ¢wc; TTRE BIaRn BE FmnND ac ro DDawNr m ' E%ISTNC TREE (DfFSITE) -. mm 4. CONTRACTOR TO PREVENT THE GHMGE IN SOL CHENISTM WE m CONCRETE NNSHOUT NRI -EM NDE OR SPIIIILL OF MM WTERINS. SUCH AS NETS OR PNNS oo-mama•— a0 D 15 60 ■ ■ TREE PROTECTION SILT PENCECIO OMITSI o©-maa�a�a S DMRVLE THE STE BULL NOT CWNCE ODNSSE y C115M OMODE fN:IOMEFETK PATTERNS ON IN THE SO6TORE L MOCONTENT MInE mus ANE wTpuD M Y PRESSERNED. ® SCALE M FEET I — ` — — —— / ✓ / 6. OFID. OSFASFD M DYING SICNIFlCIM TREES NFIR NRI NLLIOED AS RMT OF 11E [DOTTING TREE ]. NO SM.IEIM TREES S BE ISLPT,EO UNTIL m6 TREE NRS .TIDN I'M 6 MPROVED BY THE 7 CITY OF CIwF.w4D1. o©—Baa—©— I IIEREBx CFRT6Y1E4LilEI15EUA, SPE[ ATON.ORREFORTWM pREYELT TT:M1 o©—momaaaaa E 1 a233 Park Ave S. Ste 300 Minneapolis, MN 55415 EMEPAa DBrM oa .D aN DMEDULYE0.TDIONA.OT1uT1 ANAIXILY LMEi6ER IMTMR. DesR m M DRAMR. m. em.nw nsmN ASIS sMwnN GLACCUM HIGHLANDS o-lbls rnYnRa.Dr.s LT FI115 CnY SV9KIEAt13 16260 WAYZATA BOULEVARD SUITE TA PHONE(A, )B 65391 PRONE (612) 9900066 A L L I A N T E N < I N E 6 • 1 N N 612.758.3080 MAN 612.758.3099 Fax Vm w.allidnt-inGcom TVIE D,,DH.I.LT TF. uwsoE TRE STAreoF amcesDTA o©-maaaaaa— CONSTRUCTION DOCUMENTS FINAL PLAT SUBMITTAL TREE INVENTORY AND PRESERVATION PLAN SI-IEET13 OF IS oo-ma�aaa�— QANe ReV1eW NAREaaDNIfECK IEA0.5lw oo—©aaaa�— .Y D,� ©oamaaaaaa— oo—©aaaa�— ©oamaaa�aa— oo—oaa��— mmalmooaar.-m�— ooaoaaa�©— om—momaaaa—©©—�— o©—m©mem_— omaoomaaaaa ®o—�©oaaa•— oo—000aa©— ®o—�©oaa©era— o©—momaa©— ooaloaaaaaa— oo—o©©aaa•— ooa©©oaaaaa oo—©v©aaaa— ooam©mama oo—©o©��— oma©mama oma©m�a•— o©—o©©aa�— oo—�©mama m©—o©maa��— ooa©omaaaaa oo—o©maaaa— omamom��a oa—mama•— e©—©aaaaa�— om—oaaaa�— om—©aaa��— o©—®aaaaaa— oo—�aaaaaa— moaoaa��a mo—maa��— o©—oaaaa�a o©—�aaaaa�— o©aoaaaaaaa oo—m©oaa�— mm—maaaa�a om—�©maaa•— m©—oaaaa©— m©—©©oa��— mm—maaaa�a o©—omaaaa— ooam©m��— o©—o©—maaaa©— Om—mO��aa— �0—oaaaa©— ®o—®aa�a•— o©—oaaaa©— ©©—maaaa�— o©—maa�a•— ©®—�©oaa©— mo—maaaa�— oo—�©oaaaa— m©—oaaa��a mmaoaa�©— o©—maaaaaa— m©—oaaaa�a omama�aa©— oo—®aaaa�— o©—oaaaaa�a o©—oomaa©— ooaoaa��-�— m©—mo©aa©— o©—o©mamma e©—mo©aaer�— mo—oaa�a•— om—o©mom©— mm—oomaa©— o©—m©maaaa— o©—m©©�a•— o©—oaaaanrT-T-�— ooam©oaa�al o©—oaaaa^-r�— moaoaaaa©mal o©—oaaaaaa— meamaaaa�— o©—®©©tea•— �mamaaaa©�' o©—mo©a�a•— m©—oaa�a•a o©— ©maaa•— moaoaa�a•— o©—omaa�— ooaoaaaar^�!�a o©—oo©a�aa— mo—oaaaaaaa om—momaa©� omam©maaa�a oo—oaaaa�— ooamooa�a•a o©—maaaa�— mo—a©m�Tera— oo—maaaaa�— moamaaaaa•a oo—�aaa�aa— mmaoaaaa�a oo—oaaaa�— ©—maaaaa�— o©—oaaaa©— �oao©oa�aa— em—oaaaaaa— �maoaaa�aaa mm—oaaaa®— m©—maaaa©a o©—oaaaaeae�— m©—oaaa�aaa ®o—oaaaaaa— meaoaaaaaaa ©m—oaaaa©— —o©ma��a —� 1(ILNpA1N. _ I TREE PRESERVATION NOTES: -- -- L 1. BEFORE IM cmiSmUCIroN DR c.N, OE MKLO'N,N, PRaE,, 6 m OC A TREE PROTECTION HNEE (AT IFAST R EEET IN HEIGHT TMD ST M WRH POSTS NO LESS THAN EVERY 5 FEET) SX BE INSTALLED MOUND THE DRIP LINE OF NODDED METS, THE DRIP MES OF EX611N0 TREES TO BE PRESERVE➢ OR AT THE PERIMETER OF THE ORATOR. ZONE (NNGHOER 6 ONDITER). BOND B BE R W ALONG TH6 FE•IS ME EKNDMNO THE MEA AS A TREE PBOTDCF NRA AND PNWm IBNG GNWIK BEYONO THE EENCE IME. THIS FHN E MUST NLNNN IN RMF UNTILNL GPHMNG MID CGDIRUCIUII ACTMtt 6 TERMIW,TEII. 2. NO EOUIPMEYT, CONSIRJLRION IUTERINS ON SOIL MI.Y BE STORED N1MIN THE q✓P TINES OF MY SIGNIFCNNIT TREES TO BE FPESERVID. 3 NO ENGROV9IMENF. WIO GDIIIfQiWOE. (3DLE CWN iREIM.HING..... COMPNTF]N OF (DMMIGE N BDE, CNEM6mY B OCCUR MMI. FENCED MEAS PROTELTNC SICNBXNNT RRF.S 22TF MY IN - EpgIES ME 6 SIIEQ . TD NND TNOW i SWiMY GV - OENJl6 SIE. OF CANIY MD ROT Da - DENOM TREE suNNG Eva OR . D. TMI - DENDTES A TIRE WT NAB L ITS TT]iSTEM EENON SON - OdORS 4N ES QR CE OR A TREE N A STA. OF EEUK EMENE DUE TO nq p4A4 M NIFS.. FDT - DENO.S A IA4R STEWED TRURN MO 5 OR NAY KWIE WQUWD. L9Y - oFNDTES 901SIPJIIT IfID {YB IN. EDTE . FOR SF .DON IRM - DDwTEs ¢wc; TTRE BIaRn BE FmnND ac ro DDawNr m ' E%ISTNC TREE (DfFSITE) -. 4. CONTRACTOR TO PREVENT THE GHMGE IN SOL CHENISTM WE m CONCRETE NNSHOUT NRI -EM NDE OR SPIIIILL OF MM WTERINS. SUCH AS NETS OR PNNS a0 D 15 60 ■ ■ TREE PROTECTION SILT PENCECIO OMITSI / S DMRVLE THE STE BULL NOT CWNCE ODNSSE y C115M OMODE fN:IOMEFETK PATTERNS ON IN THE SO6TORE L MOCONTENT MInE mus ANE wTpuD M Y PRESSERNED. ® SCALE M FEET I — ` — — —— / ✓ / 6. OFID. OSFASFD M DYING SICNIFlCIM TREES NFIR NRI NLLIOED AS RMT OF 11E [DOTTING TREE ]. NO SM.IEIM TREES S BE ISLPT,EO UNTIL m6 TREE NRS .TIDN I'M 6 MPROVED BY THE 7 CITY OF CIwF.w4D1. I IIEREBx CFRT6Y1E4LilEI15EUA, SPE[ ATON.ORREFORTWM pREYELT TT:M1 DATE 155V'E DA1L E 1 a233 Park Ave S. Ste 300 Minneapolis, MN 55415 EMEPAa DBrM oa .D aN DMEDULYE0.TDIONA.OT1uT1 ANAIXILY LMEi6ER IMTMR. DesR m M DRAMR. m. em.nw nsmN ASIS sMwnN GLACCUM HIGHLANDS o-lbls rnYnRa.Dr.s LT FI115 CnY SV9KIEAt13 16260 WAYZATA BOULEVARD SUITE TA PHONE(A, )B 65391 PRONE (612) 9900066 A L L I A N T E N < I N E 6 • 1 N N 612.758.3080 MAN 612.758.3099 Fax Vm w.allidnt-inGcom TVIE D,,DH.I.LT TF. uwsoE TRE STAreoF amcesDTA CONSTRUCTION DOCUMENTS FINAL PLAT SUBMITTAL TREE INVENTORY AND PRESERVATION PLAN SI-IEET13 OF IS QANe ReV1eW NAREaaDNIfECK IEA0.5lw DA,E LI[II6EE:0. .Y D,� 0 n n III � I III i IIS, � 11 6 -MP - 15' WIDTH BUFFERYARD B - PER "''''CCC000m CODE. T �OF 1 / IN NEE N NEED D OF OP /RE`SIOREO V CONSER 1,ti Y I I �..A SCHEME A74 - WETLAND -SO womg-I= T 2 -GL SOD DISTEARRSED 1 z cL GNRMSTXE USHER 15 9; 6 -MP - 15' WIDTH BUFFERYARD B - PER "''''CCC000m CODE. T �OF 1 / IN NEE N NEED D OF OP /RE`SIOREO V CONSER 1,ti Y I I �..A SCHEME A74 - WETLAND REAS IMPACTED OR TORALFON SHALL BE NATNE, VEGETATION A EASEMENT TYR. SEE SITE P 3-s0 " 1 -HB FRONT YARD TREES, 1 PER -- LOT PER Cm CODE l 2 -BS \ 3 -BF MAINTAIN A 3' CLEAR ZONE AROUND HYDRANT �x I —3 -BS SOD 15' WIDTH BUFFERYARD B PER Cm CODE. — POLY EDGING 1 -MP ~HARDWOOD MULCH I UWAIN A 3 - `--�R-EIUER FABRIC LIAR ZONE ;i -se - - LANDSCAPE SCHEDULE EXISTING TREES womg-I= Aeat 5$ AI; z cL GNRMSTXE USHER u• CAL. B!8 per/ S.OUTLOT NO V-CROTOH a ED I✓ i u' G WEE' StRACHT TRLNX CASA ociMnHoif b6��� v BE V-CNOTCH 3 HE SK UHE XOXEYLCCIST SEE GRADING PLAN STRAIGHT M. Gtalitia 4iamnXm — 1—ki W-' w V-CROTCX J YP PREFALL RED AMPLE 25 CH. IMS SUWPN TW1TK WETI-ARD BUFFER NO V-tlNTM 6 SO rSEED MIX 2s' ML BAER sIWIENf TRIMK / A IX `�� 3 BE OORNFERS WLSW M 6' M. BWB NLL FORM P.— nqm 5 BS 9MNINLS SPREE F BRA Cwalu 514 FUIL FORM 12 5W p6M EHTY ILIIIYX BRIIIINfF SE1MCfBERRY B' HT. B1B E, Owla';Wrlo- % A•n.arKAMr . 9mMXbm '.W Wmn BAfnnm Se jr- 15 m SHRUM BUSH NCMEYFSIQE 24• M. Min. Al 5�o ee pwNY TTor ...f ' , �l��I'wllj r0'�i'[rv�I Im-9- GM 4 1 e REAS IMPACTED OR TORALFON SHALL BE NATNE, VEGETATION A EASEMENT TYR. SEE SITE P 3-s0 " 1 -HB FRONT YARD TREES, 1 PER -- LOT PER Cm CODE l 2 -BS \ 3 -BF MAINTAIN A 3' CLEAR ZONE AROUND HYDRANT �x I —3 -BS SOD 15' WIDTH BUFFERYARD B PER Cm CODE. — POLY EDGING 1 -MP ~HARDWOOD MULCH I UWAIN A 3 - `--�R-EIUER FABRIC LIAR ZONE ;i -se - - LANDSCAPE SCHEDULE OT'. I(EY cammEN RARE/ WHAR LAL N4ff 5$ REIYMS z cL GNRMSTXE USHER u• CAL. B!8 W. N'N NO V-CROTOH a ED CWYaI N•CI®pT' u' G WEE' StRACHT TRLNX CASA ociMnHoif BE V-CNOTCH 3 HE SK UHE XOXEYLCCIST 25' GL BWW STRAIGHT M. Gtalitia 4iamnXm — 1—ki W-' w V-CROTCX J YP PREFALL RED AMPLE 25 CH. IMS SUWPN TW1TK .. ft—"'Ii/I' NO V-tlNTM 6 SO SWAMP WHITE W( 2s' ML BAER sIWIENf TRIMK auwnn 6itub• SO V-CTRUSCH 3 BE OORNFERS WLSW M 6' M. BWB NLL FORM P.— nqm 5 BS 9MNINLS SPREE F BRA Cwalu 6' M. BtB FUIL FORM 12 5W p6M EHTY ILIIIYX BRIIIINfF SE1MCfBERRY B' HT. B1B CLUMP FORM A•n.arKAMr . 9mMXbm '.W Wmn BAfnnm 15 m SHRUM BUSH NCMEYFSIQE 24• M. Min. MR. 5 CRIES pwNY TTor ...f ' I AT M. SPEC. NOTES: OMN11THM ON P4H SUPERSEDE USE MART FS IN EV➢rt OF DSCREPINLY. REWIRED 1 TREE PER LOT PVLEO N TIE FRONT YARD PRfMCFD - 1 TREE PER LOT 2 REWNED : 25 TRIS. YE QW0PI TREE OMXASSE %YI PRNCED 3J TREES 3. IYtlSCME BUFTRAVAO] RYNIWOYM ROU920 1YI HALT ROAD 6 A CUIECnN ROP0. THEREFORE BHFFERIMD R 4 REgAREII OUFFEAYNW B REWIRES 15' YK. BUFFER AREA WITH 2 G/ERSTORY TRUES, 4 UNCEMBORI TREES AND B SHRUBS PER 1 W' LF. TOE& BUFTER1TVm LESMH JSi I -F HONG VII LUCY ROAD. AT A 15'.. THE WFFERYAM WLTPUER 6 IA. TEREFSIE. THERE ARE T PI08iary. 13 NRDETSEORY MD W SHRUBS REQUIRED TO BE PLANTED IN ME WFFFRYMD AREA. FROWNED - 7 MEASTGD'. 12 IMF%EGN. A SHRUBS PLANTING NOTES 1. MiNl 6 MN lOP FML 10 .V1 SW NO SEID REAS, FINE 4RI➢F /11 500 NA OR MARK 3. Aa SA at YMN ALL PLANE WTFNW. LOU.IKKS POOR i0 ANODE smAN. ]. N51N1 S DMN F6dWE0 IWuML YUILX MOUW ROOT YLCEA OE ALL 1RRs 5L SEX. i(SON RANT BE05. A. RIMWI: FR 9Wl CIXE6i OF 1:1:1 SIISf MYYI lOf5C4, PEAT 4155 Ort RUN 5•N0. 3. THic O GUARANTEE NL AxE PER A PFApO OF ONE YFIA As PER AT TIE MTE Cf MCEPT.VICE. wKE NL REPIIGEYEIfS PROMPTLY (AS PER ALL NATN ci,AL PVNEAA 6. Ill WIERYL 514W. CpIRY NTT ER AH A EOIINN CO THE NIENMX SU. WA IA MMSFI(I H BI MEIIX'IN ABRARIN pN C TRUE EN T. Mu nET muwa suu RE nR,wPm wM eNVIx fJ+wE TREE wlw. APPLY KUp N HER STAT MN PALL A e. ALL UN OAXN STATE ONE AND AAT 6CAMP&E -0'. UH TIEFOR LOCATING HE UNOEAG IT"' unllllEs IND YAIO MMWE TU VIIUIIES WRING THE WURF CP THET. YAU-N 9. WK -NN NL RANT wnAY15. N31AM-Y YNTERMO, IMIIL THE 1WE a 1 O. CCAARC Mi MS-. CIE 'MIX GENEAK CO SANTA a0. 11. STY]N: NOF WYNG OF TREES CROWN: YVNTMN RINdNFSS Cf T1E6 RMt WEEP OF WARASH . PERM. 1z. SHEEP AVD NA91 NL PArm F9E/CE5 IND REIM.£ NL OFBTbS RESIILTHG FROM AL MCAPEMWEERA OPERATIONS. NU. 13. 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MAINTAIN SEFLm AREAS BY MATERM4 REYALONNG AND REPLANTING AS NECESSARY M ESTAWFI A UNIFORMLY DENSE STAND OF ME SPEOFED GRASSES UNTL APEPTID. ANY AREAS FMUNG M ESTAYISH A STAND FIALL WE RESEEDED. REEIRTLEM AND REYLLWFD WIENEl 7. YE ETATVE OMER S NOT AO4E`YED. RESEE[MG 91ML CONfOR1 N I11 flE�EC15 10 TIFY SPEPFICAMHS ME CONTRACTOR 91.NL RPM ANY DALAOL Pa 1K RUBG MEAS RESUL N FROM ERPSNH AND/OR EQUIPMENT. ME ODNTRACTOR SHALL SEEM DAMAGE. INCUMM REGRAgN4 NESECONG. ETF AS RECSWY. B6aE SIGNIFICANT OAYAGE OCCURS vle FLAN MOUND 'S -BH i 1 FC`FILi1 ' ` I� �R✓ DECIDUOUS OIOSTgn TREES L_ coHlEumus TREES ( • ( ORWJIEM& TREES O FLOWERING SHRUB$ / N � wEnANS BUFFER SEED ua 11 BUFFEWARD AREA 11 / POLY EDGING 0 is 30 BO / Hi EXISTING TREES SC® _ _ — — __. — — _ _ _ — — — -_ _ — / / . 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N Des mlu .. _ .. cacNW v.N.,r laoor c., .. :'Mi vPPO�":9n oOl,w.cp1wra"n oar Mml a maax ro a/-WRT � awoNicvix°w°or pc�:l LEGEND: .. .... eNNIP.mNwll I..N w.Ne O.. .mn wN �I ❑ w Nnw DND can cwemrtmx nlevcE NOTES' m'nlllPvN�`Imen r mv�O+.0 ®Polr 61] )6N3�V wr: .m,n"'rtnnur CONSTRUCTION DOCUMENTS AL L I A N T .Ww.Nlam.mcrom w«wMN ...,.,.... - - FINAL PLAT SUBMITTAL N p.0.0410N AND46O1Nl.NTCVNTROL PIAN SHEET Nn 15 ` i .' evY[ N IEE ♦ ��irtm I¢ucxi..i GLACCUM HIGHLANDS PaNAm4.41e3DU M I MN SSi15 _ „ 61] )6N3�V wr: .m,n"'rtnnur CONSTRUCTION DOCUMENTS AL L I A N T .Ww.Nlam.mcrom w«wMN ...,.,.... - - FINAL PLAT SUBMITTAL N p.0.0410N AND46O1Nl.NTCVNTROL PIAN SHEET Nn 15 rtT RYtd.b [OMIIiI �• 9JUU OIOMON COM1110L OmRML ROT!! SR�� �i'oT�S3S T�'�.ESLS 17 •y�'•O', Ar'R�@39� .C�A51f:8>a0O 13:'>T.CS J.Ti'ii'ISiL'� •• •• r•••^n ".MLS -^.L"�.S7RS"�'SL91CkC3.'C7� e'S1.. aarr..smrs EROSION CONTROL SCHEDULE: -. �: _"Y.•°.L' :.tea tmlMlNT CONTROL PRACTICES: FlNAL STASILMAl10N SEMCNu"15 U`q w.M arm _ Mvn.lecc2a �. _ U& m u„ w u � SJVln EROSION AND SEDIMENT CONTROL MAINTENANCE PROGRAM I� +ate T811aYVlR� YUYe1Fe4P' I +� ial—`.DULL "T OI [aa[wc rcrui.pl POLLUTION PREVENTION MANAGEMENT MEASURES RRII n IMwwnnwrn mmavMlo emrt re' ••+�+Ar+++sl FlpN6NIHMeIYe 0 x>3P•MA�5.5N �o MwneV.ls. MN 55x15 • 61x)58.3080 ".x elx.3sews5... ALLIANT M.r,mum«c<u.� a' .......x C � _ —rxm w. su aoe sEMlplf 111A1 n IMwwnnwrn mmavMlo emrt re' ••+�+Ar+++sl FlpN6NIHMeIYe 0 x>3P•MA�5.5N �o MwneV.ls. MN 55x15 • 61x)58.3080 ".x elx.3sews5... ALLIANT M.r,mum«c<u.� a' .......x v;." :n�nry:.v m "... _ GLACCUM HIGHLANDS O1c`"`� — — ."n CONSTRUCTION DOCUMENTS FINAL PLAT SUBMITTAL 18..An...TII,,' rEYrNTMH. vans nv000rnns .ua�".. "`"" � 9 sN[ET ..f 11 NOTES: .fie w xwa"ro": u. a�wv exla.a"o"mw e.sr los ra G Go e. w .o ra r,�a"X0 Imlxs w m as . a uv"mm.a Kms`" e T 4 PERFORATED DRAiNn E INSTALLATION Wmx STORM SEWER 1 - 4 ml ioi uvu um,aou �wumrvru r+ mNa °w GLACCUM HIGHLANDS 1050 xi µAne»lla 1050 CONSTRUCTION DOCUMENTS rINAL PLAT SUBMITTAL srR[8T Ax0 sTORm sLWLR PLAN AN9 PROFlLIe am,n�xx.�e 1060 Go SIA snxc m11A Go _ GG 1040 �s mzos jut 1030 w j 1030 _ 4B' PERFORATED HDPE e UNDERGFKXM STORAGE DEfAL 48' DEEP PERFORATED SLW OC8 (CBMH 1 SUMP SHALL BE PERFORATED) °iu v N.wn.w Is1 N 1 cw 0 Sf 00 Im ECM[ x iFfr STORM SEWER 1 - 4 l.W xA PHONr Pxoxs urn �vw. ml ioi uvu um,aou �wumrvru r+ mNa °w GLACCUM HIGHLANDS 1050 xi µAne»lla 1050 CONSTRUCTION DOCUMENTS rINAL PLAT SUBMITTAL srR[8T Ax0 sTORm sLWLR PLAN AN9 PROFlLIe am,n�xx.�e 1060 Go SIA snxc m11A Go _ GG 1040 �s mzos jut 1030 w j 1030 _ °iu v N.wn.w Is1 10]0a.T11006.0 1 cw 1020 �awv Ms tato "I,-G"L 1010_,. _ °re Go Mp1 a o.`rz". �a.1. cn lox • our 1000 Ma N Ix• ecr 1000 u -s •vols 990 990 980 I 980 e9 a 66 6 l.W xA PHONr Pxoxs urn �vw. 233Go. s. MS sl. 233 Go. aK551e 00�m . 51}'58.3080 51Tse ao9s... ALLIANT wwerellbMJn[.<om `" '•• •'"a ioi uvu um,aou �wumrvru r+ GLACCUM HIGHLANDS u.n °mmrmu aMTe[vlry 1- CONSTRUCTION DOCUMENTS rINAL PLAT SUBMITTAL srR[8T Ax0 sTORm sLWLR PLAN AN9 PROFlLIe am,n�xx.�e L 4MIM a Yr YY, rXL r N14M0 R 1!P Yx� RTCY,YMe 1 rl4 IDADMADMAN 1YtlYr R AAAA, �ICx1xY:e f1f4 M,6 ° rr-I riffwtR—AA4 r,m'rx"rPl enW 6�C�1 11RI' T. Y r)p SANITARY SEWER MH 3 - MH i mlxr< ar aw • e/x • r eDn1a roRP• ' GLACCUM HIGHLANDS lwWIJJ AM 1050 CONSTRUCTION DOCUMENTS 19ANRAND FINAL PLAT SUBMITTAL 1,.07 "7 loco r or. aiA1x00 6 �wlr Il' �x ,eNW IN r1Nn or IX:)OIL 5 x xx) lr 0071 wxle) 1040 `. oree / ,_.-� 1040 !! b Iw xvo eooeve u,1c x 1¢r 1030 1060 1030 1040 wAe xuxz 1020 N, Dw0y 1020 1010 Ao w(xl 1010 u:''loive xx re.!m r RK 1030 1000 a 1,1e (s) 1000 990 990 9110 n w,s �„ 980 040 IxxWmai�c` I °Rax 1010 1030 - 1030 °TXI.A[ n"Iv`n.' 11 r. 11RI' T. Y r)p orervunm mlxr< ar aw • e/x • r eDn1a roRP• ' GLACCUM HIGHLANDS —xme.wT x/ e• ay. AM Wtl rwL91. r -f aP nrr a larr CONSTRUCTION DOCUMENTS 19ANRAND FINAL PLAT SUBMITTAL me.r.r xle Y°nx°m"',° r or. aiA1x00 6 rreee Il' �x N S a NIM1, r0 f A No IeIAfILL R urt N In t[Gml 1. 1 Y Ne[O! A a Ir V/Y !! b Iw Lbw IM(3) p u,1c x 1¢r a.w F D l5 wnY/ATn NOUL,V.UD .IDA of wAYGTANNrrI PX,N8 NI91,bt9N orervunm LAKEWAY COURT I 4 GLACCUM HIGHLANDS AM CONSTRUCTION DOCUMENTS 19ANRAND FINAL PLAT SUBMITTAL BPWRRAM WATRP MAIN PWNAND PRIIPILPP Y°nx°m"',° 1050 aiA1x00 6 1020 Il' �x 1050 1070 EEE R 1. 1 Lbw IM(3) p 1060 1040' 1060 0.2°.e 1040 .'1- xuxz 1050 N, Dw0y 1050 Ao w(xl 1. I' u:''loive xx 1030 (r a 1,1e (s) �i�-'�—wa ePiv to 040 n w,s �„ 040 IxxWmai�c` I °Rax 1010 1030 - 1030 °TXI.A[ n"Iv`n.' 11 r. INN ICM, IHI 990 1020 1020 xcT T4vr-r RK wxu[cr m ex RpO A xN c cwo 1010 edtl el r ,K 1 O1 O up xi , Tma pii'%WP rowwccz � �Mo 1000 nml„e.w EpX$1A'Cr'' 1000 $ R a a.w F D l5 wnY/ATn NOUL,V.UD .IDA of wAYGTANNrrI PX,N8 NI91,bt9N orervunm sxN"I`AAAYA _ w,ve �� b GLACCUM HIGHLANDS AM CONSTRUCTION DOCUMENTS 19ANRAND FINAL PLAT SUBMITTAL BPWRRAM WATRP MAIN PWNAND PRIIPILPP Y°nx°m"',° 1050 aiA1x00 6 1050 1. 1 Lbw IM(3) p YX 1040' AIA 0.2°.e 1040 Y, goo Ao w(xl 1030 1030 1020 �i�-'�—wa 1020 n w,s 1010 1010 1000 1000 ,r' wrcwl,6 990 990 a.w F D l5 wnY/ATn NOUL,V.UD .IDA of wAYGTANNrrI PX,N8 NI91,bt9N Q NA 5A, 900 MinrmoWIK,MN 55415 611.]583090 xw 6127583 A- ALLIANT xuw,,,.,n,A— .YeleeeelYR sxN"I`AAAYA _ w,ve �� b xx x� GLACCUM HIGHLANDS VApcRrly W- CONSTRUCTION DOCUMENTS 19ANRAND FINAL PLAT SUBMITTAL BPWRRAM WATRP MAIN PWNAND PRIIPILPP Y°nx°m"',° 11 SHEET II OF 15 PROPOSED CANOPY COVER PT -57c m:a avidin mwl.6vvw xaxnul�l m.mre MlnnNpNNMN 65H5 6RJS6.IDfi0 ww 612.7W0N, ALLIANT vvexelMnLMc[an - . ..,, GLACCUM HIGHLANDS °"""`"'� CONSTRUCTION DOCUMENTS FINAL PLAT SUBMITTAL I TnF.0 CANOW COVF.PA4P. M.AN 12 SHEET12 OF 15 WEPIAN 1$' .aII " OUT OT A N51MMA19 T neowxe wwlw COX' �' 'o ►� Pt. LANDSCAPE CH JIM M GLACCUM HIGHLANDS °�°"'v°W — CONSTRUCTION DOCUMENTS FINAL PLAT SUBMITTAL I PA�TRCAPF. ANO RP.GORF.fTAT10N P1AX � • [.iw WPI' Iti M m u u 1AMP LUCY ROAD .. I 1 11 LEOM I IR f �— og I . N II ,nom mi enrol r m. II D � wMo uu II � rP�na G le n w neuro nlm ® e.el� v�4 w EDC WAYfiTA n� xi.i'... RNTR I.I WAYMTAMH.esnl PXONR1.121 YM.M1'nx JIM M GLACCUM HIGHLANDS °�°"'v°W — 1AMP LUCY ROAD .. I 1 11 LEOM I IR f �— og I . N II ,nom mi enrol r m. II D � wMo uu II � rP�na G le n w neuro nlm ® e.el� v�4 w EDC WAYfiTA n� xi.i'... RNTR I.I WAYMTAMH.esnl PXONR1.121 YM.M1'nx " nnPohAeS.51e300�"� MI eapolS MN 5501$ 613 Ti830B0 wx 612)5 M.mw ALLIANT w..,...luem.mc.c •'��'� ���• M GLACCUM HIGHLANDS °�°"'v°W — CONSTRUCTION DOCUMENTS FINAL PLAT SUBMITTAL I PA�TRCAPF. ANO RP.GORF.fTAT10N P1AX 14 sxuxnaoR 15 kmvrjr�- ALLIANT GLACCUM HIGHLANDS_ CONSTRUCTION DOCUMENTS FINAL PLAT SUBMITTAL L 77 7 r= MT mmmbmfm PAMMM I=. v --n 3 w ^v� JafVW-W- ZEE 4Ct mpl kmvrjr�- ALLIANT GLACCUM HIGHLANDS_ CONSTRUCTION DOCUMENTS FINAL PLAT SUBMITTAL MEL V mmmbmfm PAMMM JafVW-W- VAMP xey-l� .••. um,nu. 59 i'ii�.i1� �E ��' �SS� i *JL 1-1 --1 A1 F D Cl ALLIANT GLACCUM HIGHLANDS_ CONSTRUCTION DOCUMENTS FINAL PLAT SUBMITTAL 15 SHUT u.W I I I I I w 1\- I I I I I I I I I I i i I i i I I I - -. I w I ~ I I I I I I 1c,A II p II I v I L, LAKE LUCY ROAD I I I I I I I I I I I I I I I I I I - I I I I I I I I `-------------------`-------------------' I I I I VICINITY MAP /\%liI SECTION 2, T1 16N, R23W NOT TO SCALE L WILY EXTENSION OF THE SOnrH LINE SHADCW RIDGE 33 33.00 ---EDGE OF WETLAND 33 206.97 GLACCUM HIGHLANDS _ „ ,-\ L, <Fr1% /\%liI II/I1\1 32.69 , IL, r \I I` /I 1\ 11 i I 1 , y I r ` /I r_ F r I Z�S\ — — — — — — _ — — — — - cb b �N a m ' � I OUTLOT A EDGE OF WETLAND-{ DRAINAGE & UTILITY c _-N77°/6'44"W \�'� EASEMENT �-' ,I 9.91 I I _ ro WETLAND EASEMENT ` Rv. `\_ -EDGE OF WETLAND NTILITY 0RAINAGE cV 3,ji?S a EDGE OF WETLAND-- 1N y898 / t,� 885"27'09"W ` 877° 55.87 44. 04,, I o l I u — /� /H 66 145.21 4 - r 14.51-� I NI oIIM Do 3 I N I M Q I \\ I i I C w I I I \\ \\, I co I \\ L N I I Shp\ \\ \ 1 I0 10 OT M I N FrS\ \ /3pg2 do \ 4- N ,F\ Z W N I ° I I �y4 \ \ \ \ o O 0299.68 286° <\\ TO p 70. \"6` .Z Z I \ / 2G„ e i - Offl' OFCi1ANHAS;iFe RECEIVED AUG 13 2015 KNOW ALL PERSONS BY THESE PRESENTS: That , a Minnesota limited liability company, owner of the following described property: C1141"kiASSE6-RLANNINGWt That part of the Southwest Quarter of the Northwest Quarter of Section 2, Township 116 North, Range 23 West, Carver County, Minnesota, described as follows: Commencing at the southwest corner of said Southwest Quarter of the Northwest Quarter; thence on an assumed bearing of South 88 degrees 03 minutes 48 seconds East along the south line of said Southwest Quarter of the Northwest Quarter a distance of 330.10 feet to the point of beginning; thence North 01 degrees 50 minutes 12 seconds East 331.80 feet to the intersection of the westerly extension of the south line of SHADOW RIDGE; thence South 88 degrees 03 minutes 48 seconds East 408.80 feet along the southerly line of SHADOW RIDGE 3rd ADDITION and SHADOW RIDGE; thence South 01 degrees 21 minutes 04 seconds West 331,81 feet along SHADOW RIDGE and SHADOW RIDGE 2nd ADDITION to the South line of the Southwest Quarter of the Northwest Quarter; thence North 88 degrees 03 minutes 48 seconds Was: 111'i.61 to the point of beginning. Abstract Property Have caused the same to be surveyed and platted as GLACCUM HIGHLANDS and do hereby dedicate to the public for public use the public ways and the drainage and utility easements as created by this plat. In witness whereof said , a Minnesota limited liability company, has caused these presents to be signed by its proper officer this day of , 20 Signed: Chief Manager STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me on liability company. by Notary Public, My Commission Expires County, Minnesota Chief Manager of a Minnesota limited SURVEYOR'S CERTIFICATE I Dennis B. Olmstead do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plat; that all monuments depicted on this plat have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Salad. 3, as of the date of this certificate are shown and labeled on this (plat; and all public ways are shown and labeled on this plat. Dated this _ day of , 20_ W'^^ I 1 z�I� �, LAKEWAY �\ V/ I 2 I �° I I STATE OF MINNESOTA O I a COURT COUNTY OF AI 11 OR, (P This This instrument was acknowledged before me on N 38011'42"E 110.2/ S89 22 21'E 138.15 p9c3 NOl°50'l2'E DRAINAGE UTILITY EASEMENT------- --------- = /� N01°21'05"E GS\o 33 - -----15.00 110.000 L 148.27 i 11.24 71.07 48.93 S88 °0348"E 378.27 v SOUTH LINE OF THE SW 1/4 OF THE NW 1/4 OF SEC. 2, T116, R23f S 88003'48"E 330.10 - ^—CARVER COUNTY CAST IRON MONUMENT -W 1/4 CORNER OF n SECTION 2, T.116, R.23 o0 DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: I I I I I I 5y I I I f I I I I I I o I I I I I I NOT TO SCALE Being 5 feet in width and adjoining lot lines and 10 feet in width and adjoining right of way lines, unless otherwise indicated on the plat. LAKE LUCY N88°03'48"W 411.61 ° THE SOUTH LINE OF THE OF SECTION 2, TWP. 116, RGE. 23 IS ASSUMED TO HAVE A BEARING OF S88003'48"E. • Denotes monument found 1/2 inch iron pipe O Denotes 1/2 inch x 18 inch iron monument set marked by license no. 18425 unless otherwise shown NON -TANGENT T- 0 o O I ROAD I I I I I . 1 r- F - N Scale in feet 0 40 80 ONE INCH EQUALS FORTY FEET Dennis B. Olmstead, Licensed Land Surveyor Minnesota License No. 18425 by Dennis B. Olmstead, a Licensed Land Surveyor. Notary Public, My Commission Expires County, Minnesota CHANHASSEN MINNESOTA This plat of GLACCUM HIGHLANDS was approved end accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting thereof held this and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. City Council, City of Chanhassen, Minnesota 1I Mayor Clerk COUNTY SURVEYOR, CARVER COUNTY, MINNESOTA Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of John E. Freemyer, County Surveyor By: COUNTY AUDITOR/TREASURER, CARVER COUNTY, MINNESOTA I hereby certify that taxes payable in and prior years have been paid for land described on this plat. Dated this Laurie Davies, County Auditor/Treasurer By: COUNTY RECORDER, CARVER COUNTY, MINNESOTA I hereby certify that this plat of GLACCUM HIGHLANDS was filed this day of John E. Freemyer, County Recorder By: 20_ day of 20. at o'clock _.M. as Document Number day of 20 SCANNED 20 , 4` ALLIANT ENGINEERING CHANHASSEN CITY COUNCIL REGULAR MEETING SEPTEMBER 14, 2015 Mayor Laufenburger called the meeting to order at 7:00 p.m. The meeting was opened with the Pledge to the Flag. COUNCIL MEMBERS PRESENT: Mayor Laufenburger, Councilman McDonald, Councilwoman Tjornhom, and Councilman Campion COUNCIL MEMBERS ABSENT: Councilwoman Ryan STAFF PRESENT: Todd Gerhardt, Kate Aanenson, Paul Oehme, and Greg Sticha Mayor Laufenburger: For the record all members of the council with the exception of Councilwoman Ryan are present tonight. Welcome to this council meeting to those of you present in the chamber as well as those that are watching on Mediacom Channel 8 or Channel 107.2 at home. Our first action tonight is the agenda. Council members are there any modifications to the agenda? If not we will proceed with the agenda as printed. PUBLIC ANNOUNCEMENTS: None. . CONSENT AGENDA: Councilman McDonald moved, Councilwoman Tjornhom seconded to approve the following consent agenda items pursuant to the City Manager's recommendations: 1. Approve City Council Minutes dated August 24, 2015 2. Receive Planning Commission Minutes dated August 18, 2015 3. Approve Amendment to Joint Powers Agreement to Allow Chaska to Serve the Bee and Pollinator Discovery Center at the Arboretum on West 82nd Street with Sewer and Water 4. Glaccum Highlands, Located in the Northeast Comer of Lake Lucy Road and Yosemite Avenue, Applicant: Estate Development Corp: Approval of Final Plat, Development Contract and Plans and Specifications. 5. Amendment to Cell Tower Lease Agreement, Downtown Water Tower at 500 West 7e Street, Verizon Wireless 6. Receive Park and Recreation Commission Minutes dated August 25, 2015 All voted in favor and the motion carried unanimously with a vote of 4 to 0. VISITOR PRESENTATIONS: None. PUBLIC HEARING: VACATION OF RIGHT-OF-WAY ON BLOCK 4, ST. HUBERTUS, APPLICANTS: DAN & JEANNE BURKE. SCANNED CITY OF CHANHASSEN P O BOX 147 CHANHASSEN MN 55317 08/14/2015 3:12 PM Receipt No. 00292063 CLERK: AshleyM PAYEE: Alliant Engineering 233 Park Ave S Ste 300 Minneapolis MN 55415- Glaccum Highlands- Planning Case 2015-18 ------------------------------------------------------- Final Plat- Includes Attorney cost 700.00 Recording Fees 100.00 Total Cash Check 41076 Change 800.00 0.00 800.00 0.00 SCANNF-C