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CAS-16_ARBOR GLEN - 9170 GREAT PLAINS BOULEVARD (25-0242900) FILE 3 OF 3-7--------- - -------------- C.S.A.H NO. 18 (LYMAN BLVD.) I - Y_lexxxx 1 ENTRANCE r BERM�� BERM rt MONUMENT / — _ _ __ _ / 1 OUTLOT A WILLIAM BROS. P -EL!NE EASEMENT G GAS GASCAS / GAS —GAS_GAS GAS-- G.45 GAS GAS GAS _ II I � 1 ---�i IF— I-- i ---- ---_ i TIII TII - -I1I I I i2 3 1 i II4 5 6171711811 I8IIII 11 1 1 1 1 1 1 911 I V 1V - I J L 1 m � 1 � �--rT---TT__— a- I- I T I I I I I I---� �----� I -----I --� » 17 ---- ��1 1 16;1 1511 14 1311 12 a I V V _ I � j i � I �� IIIIIIIIIIII 1111111111 --_� 1 1 1 1 1 1 IIIIIIIIIIIIIII IIIIIIIIIIIIir I i _ _ i _ IIIIIIIIIIIIIII.. .111111. I1 1 1 0 I I I v 1 1 IIIII. (IIIIIIIIII.. III I I I I WETLAND BUFFER I I ( I I I I I I I I I I I I I 1 1 J ft IIIIIIIIII POND #1 r IIIIIIIIIIII I I I If I I I Dmwdown-896.0 ( I I I I I I I I I I I .. 1 1 1 1 1 1 .. NWL 899.5 HWL 903.5 O III. IIIlilllll 89 IIIIIIIillllll.. 30' EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES 0 O W SITE INFORMATION CURRENTLY ZONED A2 AGRICULTURE 2030 LAND USE PLAN RESIDENTIAL 1.2-4/AC PROPOSED ZONING PUD MIN LOT 5,000 SF (50'x100') LOT FRONTAGE 54 FT MIN LOT DEPTH 100 FT SETBACK FRONT- 25' FROM CURB TO GARAGE REAR = 20 FT, LOTS 2-11 B3 10 FT SIDE LOT LINE= 6 FT SIDE STREET = 10 FEET(CURB) WETLAND NO. CITY CODE DATE TYPE MANAGE1 PERMANENT BUFFER WIDTH 25 FT STRUCTURE SETBACK 30 FT RILEY PURGATORY 60' FT BUFFER WATERSHED REVISIONS AVERAGING = MIN 30 FT, MAX 120 FT LOWEST FLOOR 3 FT ABOVE 100 YR FLOOD ELEVATION DRAWN BY 10 MOM 07/26/16 GRADING REVISIONS MEKLO@WRD3.COM SATHRE-BERGQUIST, INC 's EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE IJW 11 DLS 09/12/16 WATERSHED DISTRICT REV. SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY ( 11.11 �— 11 111 iiiii IIIi CATCH BASIN INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. CHECKED BY 12 DLS � FINAL PLAN SUBMITTAL SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE D DLS 13 MDM 04/07/17 REVISE SITE PLAN 0 USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING —WM:9 WM— DATE 14 DLS 04/21/17 REVISE SITE PLAN OO FROM ILLEGITIMATE USE. Daniel Schmidt, P.E. 04/08/15 EMERGENCY OVERFLOW SWALE E SOIL BORING LOCATION Date: 01-11-17 Lie. No. 26147 SILT FENCE TREE PRESERVATION FENCE I I IIIIIIIIIIII I I I I I I I I . I I UTILITY POLE LIGHT POLE X;X ZX HANDICAP PARKING SPACE 30' EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES 0 O W SITE INFORMATION CURRENTLY ZONED A2 AGRICULTURE 2030 LAND USE PLAN RESIDENTIAL 1.2-4/AC PROPOSED ZONING PUD MIN LOT 5,000 SF (50'x100') LOT FRONTAGE 54 FT MIN LOT DEPTH 100 FT SETBACK FRONT- 25' FROM CURB TO GARAGE REAR = 20 FT, LOTS 2-11 B3 10 FT SIDE LOT LINE= 6 FT SIDE STREET = 10 FEET(CURB) WETLAND NO. CITY CODE DATE TYPE MANAGE1 PERMANENT BUFFER WIDTH 25 FT STRUCTURE SETBACK 30 FT RILEY PURGATORY 60' FT BUFFER WATERSHED REVISIONS AVERAGING = MIN 30 FT, MAX 120 FT LOWEST FLOOR 3 FT ABOVE 100 YR FLOOD ELEVATION DRAWING NAME NO. BY DATE REVISIONS _ -.� USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS EKLO BASE 09 DLS 07/26/16 WATERSHED REVISIONS WATERMAIN INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY 10 MOM 07/26/16 GRADING REVISIONS MEKLO@WRD3.COM SATHRE-BERGQUIST, INC 's EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE IJW 11 DLS 09/12/16 WATERSHED DISTRICT REV. SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. �— e BACKYARD CATCH BASIN•�v— CATCH BASIN INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. CHECKED BY 12 DLS 01/25/17 FINAL PLAN SUBMITTAL SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE D DLS 13 MDM 04/07/17 REVISE SITE PLAN 0 USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING —WM:9 WM— DATE 14 DLS 04/21/17 REVISE SITE PLAN OO FROM ILLEGITIMATE USE. Daniel Schmidt, P.E. 04/08/15 EMERGENCY OVERFLOW SWALE E SOIL BORING LOCATION Date: 01-11-17 Lie. No. 26147 SYMBOL LEGEND DESCRIPTION PROPOSED EXISTING MINOR CONTOUR _ -.� X58 MAJOR CONTOUR 150 S. BROADWAY Storm Sewer Plan LOT LINE CONTACT: 6 WATERMAIN —WM— —WM BUILDING SETBACK BOUNDARY CHASKA, MN 55318 http://www.sathre.com PARCEL BOUNDARY LINE MEKLO@WRD3.COM DRAINAGE AND UTILITY EASEMENTS DANIEL SCHMIDT CURB AND GUTTER schmidt@sathre.com RIGHT -0F -WAY DRAINTILE W/CLEANOUTS �— e BACKYARD CATCH BASIN•�v— CATCH BASIN STORM SEWER MANHOLE 3 330 FLARED END SECTION W/RIPi2APq STORM STUCTURE LABEL D SANITARY STUCTURE LABEL 3 5 SANITARY SEWER MANHOLE 0 HYDRANT —WM:9 WM— —WM--X--— GATE VALVE ---WM WM— —WM WM— WELL OO OO DRAIN FLOW/RUNOFF ARROW EMERGENCY OVERFLOW SWALE E SOIL BORING LOCATION SILT FENCE TREE PRESERVATION FENCE BARRICADE ® OR 1112IN3EN Ti— OR SPOT ELEVATION TBC SPOT ELEVATIONS •-0 UTILITY POLE LIGHT POLE X;X ZX HANDICAP PARKING SPACE WARNING HIGH PRESSURE PIPELINE Excavation and/or Construction Prohibited Without compliance with State One -Call, AND Without Written Permission From MAGELLAN PIPELINE, L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINE(S) CITY PROJECT NO. — SATHRE-BERGQUIST, INC. HANHASSEN m 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 MINNESOTA CP c�FR3 P VP��Q- CITY O�FE@Yz��SSE4i MAY 182011 LOCATION MAP SHEET INDEX TABLE SHEET Description PREPARED BY PREPARED FOR 2 Street Plans SATHRE-BERGQUIST, INC. GOLF LAKE CONDOS, LLC. 150 S. BROADWAY Storm Sewer Plan WAYZATA, MN 55391 CONTACT: 6 MARK EKLO PHONE: (952) 476-6000 3360 BAVARIA RD. FAX: (952) 476-0104 CHASKA, MN 55318 http://www.sathre.com PHONE: (813) 777-0015 MEKLO@WRD3.COM CONTACT: DANIEL SCHMIDT schmidt@sathre.com SHEET INDEX TABLE SHEET Description 1 Title 2 Street Plans 3 Sanitary Sewer and Watermain Plan 4 Storm Sewer Plan 5 Grading Plan 6 Erosion Control Plan 7 Landscape Plan 8-11 City Details 50 25 0 25 50 100 11 11 F] [Id SCALE IN FEET FILE NO. TITLE 23605-001 ARBOR GLEN 1 GOLF LAKE CONDOS, LLC 11 0 0 Ln 0 M N Z W J X 0 m Q (OC'bZ6) ENTRANCE 11LOI C C-S.A.H NO. 18 (LYMAN BLVD.) 950 940 930 920 910 M 50 25 0 25 50 100 ■0001IIIIIAIIIWIIII�890 SCALE IN FEET 'VO RSA EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT F LY RESPONSIBLE FOR 0 0 0 O a PL 15.0' CL 15.0' PL lie je bttE to Back IW ' to Back 12.0' 12.0' Weer Course to be 1/2" Above Edge of Gutter I 1 1 3.0% 2.0% 4" Topsoil, Seed 1 I & Mulch or Sod. 1 Draintile Surmountable - Concrete Curb 1.5 : 1 1' Draintile 1 1/2"-MNDOT 2360 SPWEB340B Tack Coat - 2357 2"-MNDOT 2360 SPNWB330B 12" -Class 5 Aggregate Base 24" MNDOT 3149.28 Select Granular Borrow (*See Note 7) NOTES 1. Minimum Right -of -Way Required - 60'. 2. Maximum street grade 7.0%. 3. Minimum street grade 0.75%. 4. 4.0" Topsoil placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrade shall be performed by the owner in the presence of a city inspector. The city has the authority to require additional subgrade correction based on the test roll. 8. Draintile shall be placed along both sides of roadway. See plate 5232 for details. XTOF TYPICAL CHEMRESIDENTIAL STREET SECTION REVISED: 4-14 PLATE NO.: ENGINEERING DEPARTMENT 5200 FILE NAME: G:\ENG\SPECS\5200 FIRE NOTES 1. PRIOR TO COMBUSTIBLE HOME CONSTRUCTION, FIRE APPARATUS ACCESS ROADS CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS SHALL BE MADE SERVICEABLE 2. STREET SIGNS SHALL BE INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED. FIRE MARSHAL MUST APPROVE STREET SIGNAGE. 3. PRIOR TO COMBUSTIBLE CONSTRUCTION, FIRE HYDRANTS SHALL BE SERVICEABLE. O O O O a ROAD 1 Number Station Radius Length Line/Chord Direction Delta Angle L1 0+00.00 iri 19.46 S2" 47' 45.88"E > C1 0+19.46 100.00 49.39 S11" 21' 16.18"W 28018'04" L2 0+68.86 - 17.28 S25" 30' 18.23"W C2 0+86.14 100.00 44.58 S12" 44'06.83"W 25032'23" L3 1+30.72 53.53 SO" 02'04.58"E C3 1+84.24 60.00 92.50 S44" 11' 55.24"E 88°19'41" L4 2+76.74 45.68 S88" 21'46.91"E C4 3+22.42 300.00 36.19 S84" 54'24.74"E 6°54'42" L5 3+58.61 31.87 S81" 27'03.57"E C5 3+90.48 300.00 37.01 S840 59'07.964E 7004'09" L6 4+27.50 184.35 S88° 31' 12.35"E C6 6+11.85 80.00 55.49 S680 39'01.16"E 39044'22" L7 6+67.33 22.71 S48" 46'49.96"E WARNING HIGH PRESSURE PIPELINE Excavation and/or Construction Prohibited Without compliance with State One -Call, AND Without Written Permission From MAGELLAN PIPELINE, L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINE(S) CROSSROADS COURT LVC:71.92' W PT STA: 3+99. W PT ELEV: 918. PVI STA:3+95.00 PVI ELEV:918.68 KA0.00 2.12% 0 79% � -1 01 "� E13 I bEXISTING -GAS-UTILITY �\ N O OJ JC3 (a 0 O N O M r- coM a) V� M r_ 10 O W O Iq M (�+)j. N � O D) r m O) M O ('7 OD ) j I- A O a) un )n In v V V A (,.j M M N � � V O � p O] O OD 0 CD M M a) O W � a1 N GD � Co N OD M pj V T (n W (0 � r- O) M N N N N N N N M N � .- N O N O O r O r I - r r s - - r O O W a1 ON W p) a1 m a) a) C4 M 0) a) M a) a) O) m M M CO (n a) W a) 0) a) M W d) a) C) p) a) a) O p) a) p) a) T M 950 1 0 0 940 04 o) + CD N rn iri ui > > EL a 930 - 920 rnM O CD )a M6 O p O CN a) 0 0) M 910 :•1 LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE UL ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I QRS sU FINAL STREET PLAN 23605-001 EKLO BASE 09 DLS 07/26/16 WATERSHED REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT E "� �� m SAT H R E-BERGQUIST, INC. DRAWN BY 10 MDM 07/26/16 GRADING REVISIONS SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE � IJW 11 DLS 09/12/16 WATERSHED DISTRICT REV. SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE✓✓��STATE OF MINNESOTA. 2 p CHECKED BY 12 DLS 01/25/17 FINAL PLAN SUBMITTAL INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. HANHASSEN ARBOR GLEN 2 o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE m � MINNESOTA DLS 13 MDM 04/07/17 REVISE SITE PLAN USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING �� DATE 14 DLS 04/21/17 REVISE SITE PLAN FROM ILLEGITIMATE USE. Daniel Schmidt, P.E. C41FRs P`p0`' GOLF LAKE CONDOS, LLC 11 04/08/15 Date: 01-11-17 Lic. No. 26147 0 0 in O m M N Z Lu J O Of O m IY Q THE TRENCH DIMEN I NS SHOWN ARE APPROXIMATE. �T E ACTUAL DIMENSIONS SHOULDE DESIGNEE BY A BY THE CONTI CTOR IN tt ACCORDANCE WITH ID HA REGULATIONS.. TRENCH BOX -20LX� X6W TOP OF EXC. -44LX3Q_ EXMH 1 _0 1 TC 923.53,"-F INV .897.94 CB 34 TC 922.93 CB 33 L15"INV.917.82 TC 922.75`---- n 15"INV.91✓$.11 - W O Cn coo as wv --.\ CID i i« 00 0 o 6EX ?) I- z i i G n LOT E WARNING HIGH PRESSURE PIPELINE Excavation and/or Construction Prohibited Without compliance with State One -Call, AND Without Written Permission From MAGELLAN PIPELINE, L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND FIRE NOTES 1. PRIOR TO COMBUSTIBLE HOME CONSTRUCTION, FIRE APPARATUS ACCESS ROADS CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS SHALL BE MADE SERVICEABLE 2. STREET SIGNS SHALL BE INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED. FIRE MARSHAL MUST APPROVE STREET SIGNAGE. 3. PRIOR TO COMBUSTIBLE CONSTRUCTION, FIRE HYDRANTS SHALL BE SERVICEABLE. C.S.A.H NO. 18 (LYMAN BLVD.) 1. ALL DIP FOR SANITARY SEWER LINES SHALL BE POLY -WRAPPED AND ALL BOLTS USED SHALL BE STAINLESS STEEL. 2. REFER TO DETAIL SHEETS TO SEE STRUCTURE DETAILS. 3. ALL HYDRANT BENCHMARKS ARE TOP NUT OF HYDRANT. 4. WYE LOCATIONS TO BE SUPPLIED & VERIFIED BY CONTRACTORS. WYE STATIONING IS CALCULATED FROM THE DOWN STREAM MANHOLES. 5. ALL TIES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES. 6. ALL HYDRANTS AND HYDRANT GATE VALVES ARE RETAINED AND TIED BACK TO THE WATERMAIN TEE BY MEANS OF APPROVED MEGALUGS UNLESS OTHERWISE NOTED. 7. ALL SEWER SERVICES ARE LOCATED 3 FEET DOWNSTREAM OF WATER SERVICES IF SEWER AND WATER ARE IN THE SAME TRENCH. 8. ALL SEWER AND WATER SERVICES ARE EXTENDED 10 FEET BEYOND THE PROPERTY LINE UNLESS OTHERWISE NOTED. 9. ALL VALVES ON THE WATERMAIN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTERFLY VALVES SHALL BE USED ON THE WATERMAIN FOR THIS PROJECT. 10. THE CITY OF CHANHASSEN CURRENT "ENGINEERING GUIDELINES" AND "SPECIFICATIONS" SHALL GOVERN. 11.. INSTALL HYDRANTS 5' BEHIND CURB (TYPICAL). POLY WRAP ALL HYDRANT BARRELS ii) BAG ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT IN SERVICE. 12. ALL 4"-12" WATERMAIN SHALL BE PVC C900 (DR25). ALL 16" WATERMAIN SHALL BE PVC C905 (DR18). 13. MECHANICAL BALLS SHALL BE INSTALLED IN SANITARY SEWER AT CONNECTION POINTSFOLLOWING INSTALLATION OF PIPE TO PROTECT EXISTING LINES FROM DEBRIS, & SEDIMENT INFILTRATION. BALLS SHALL REMAIN UNTIL LINES ARE TELEVISED & ACCEPTED BY THE CITY. 14. THE CONTRACTOR SHALL CONTACT THE SEWER & WATER DIVISION AT LEAST 48 HOURS PRIOR TO ANY PUBLIC SEWERANATERMAIN CONNECTION. 15. SANITARY SEWER AND WATERMAIN SHALL BECOME CITY OWNED AFTER CONSTRUCTION AND ACCEPTANCE BY CITY COUNCIL. 16. SANITARY SEWER TO BE AS -BUILT PRIOR TO WATERMAIN CONSTRUCTION. No 50 25 0 25 50 1100 SCALE IN FEET 940 930' 920 910 900 930 920 910 r.•;8T'7 MH 4 MH 5 RIM:921.0 RIM:921.1 BLD: 11.4 BLD: 11.3 INSULATE O MAINTAIN 18" SEPARATION 8° PVC SDR 35 r 58.5 LF @ 0.40% of of 0 0 rn rn BLD: 18.1 z z ?z 1+00 MH EX. 2 STA:0+24 RIM:924.8 - --- -- BLD: 18.1 EXISTING WM LOCATION MH 1 MH 4 MH 2 MH 3 FROM ALTA. FIELD VERIFY STA: 1+50 $TA:2+2D $TA:3+OD STA:6+70 _ - FISTING wM iOCAT1ON: - RIM:921.4 HYDRANT RIM:921.0 RIM:920.4 RIM:919.6 6" VALVE PROPOSED GROUND BLD: 14.2 BLD: 12.9 BLD: 11.7 HBOE=919.8 BLD: 11.4 ----- . .. Z5. - - U EXISTING 7.5' MIN _ EXISTING GROUND � Q GAS UTILITY '� N6TTE: INCREASE WM 8" GV 22.5° 8" BEND 1125°&45 i - _ __ - DEPTH TO AVOID SERVICE - CONNECT TO EXIS IN G T-915.5 T-913.6 T-912.7 22.5° 8" BEND CROSSING CONFLICT 11.25°& 22.5° 8" BENDS .5° 8" BENDS .BENDS �- -911.8 T-916.1 T-915.7 E8x6"TEF4� 8° PVC SDR 35 C SDR 26 8" PVC SDR 35 m 8° PVC SDR 35 374.0 LF @ 0.44% 22.5° 8" BEN124.2, F @ 0.44% 0 68.6 LF @ 0.45% 0 76.3 LF @ 0.45% O . T- 910.3 CP rn �, rn rn ; Z ZZ Z Z EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT 8901 LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR -1+00 0+00 ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS EKLO BASE 09 DLS 07/26/16 WATERSHED REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I DRAWN BY 10 MDM 07/26/16 GRADING REVISIONS SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE IJW 11 DLS 09/12/16 WATERSHED DISTRICT REV. SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA - CHECKED BY 12 DLS 01/25/17 FINAL PLAN SUBMITTAL INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE DLS 13 MDM 04/07/17 REVISE SITE PLAN USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING Date: 01-11-17 Lic. No. 26147 1+00 2+00 3+00 SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 4+00 CITY PROJECT NO. ;HANHASSEN MINNESOTA 5+00 6+00 0+00 8" GV 7+00 HYDRANT 6" VALVE 96 HBOE=921.6 930 920 910 900 -1+00 FIELD LOCATE O EXISTING 12W NSULATE MAINTAIN 18" SEPARATION FINAL SANITARY SEWER AND WATERMAIN PLAN ARBOR GLEN GOLF LAKE CONDOS, LLC .,0 930 920 910 •11 FILE NO. 23605-001 3 11 E4 001x�I7- �" jT I I I I I4 1 1 1 930 v -- --------- 920 C.S.A.H NO. 18 (LYMAN BLVD.) 00t 0tlx'bb61I -- -- TOP BACK 0.75 903.75 TOP FRONT HWL - 903.05 15" RCP 898.0 BOTTOM -897.0 18• -RCP -898.0 I' v - - - - - - - - - - 910 900 890 -1+00 930 920 910 900 8901- -1+00 920 910 •11 :•1 870 -1+00 CBMHI TC: 918.0 TC: 918.0 BLD: 4.0' BLD: 5.0' -- - -- - - - -DIA: 48.0" 117.1 CBMH D 5.1' TC: 917.1 38.0" BLD: 5.8' DIA: 4 0+00 1+00 CBMH B TC: 918.6 TC: 918.7 BLD: 4.0' BLD: 4.7' DIA: 48.0" 22.3'-12'RCP CL.5 @ 0.99% o \ co CO _' f63.6'-15"RCP -4 1 v v CL.5 @ 0.34% 2+00 3+00 4+00 5+00 930 920 910 •11 MH C cBI�J TC: 919.8 CBMH D BLD: 6.4' TC: 917.1 IA: 4 " BLD: 5.8' STMH E TC: 911.6 -- -- BLD: 8.0' DIA: 48.0" 21" APRON 11 CY CL.3 v to ? 193.2'-15"RCP 1 INSULATE RIP-RAP L6 Cli CL.5 @ 0.81% MAINTAIN 18" 0)0 CD SEPARATION O co °D 45.2'-21"RCP 555 _ _ C14 128.4'-18"RCP CLA @ 3.45% rn rn w CL.5 @ 5.83% »> °ooh zz_z_ p0 0 n inm rn°i o C � m 0+00 1+00 2+00 940 CS K TC: 901.6 BLD: 5.6' IA:4 ' 7 . '-12"RCP 46 L.F. OF 15' RCP \ CL. 13.42% CL5@ 0.0096 0 0 0 rn m Z [V 0+00 1+00 920 910 930 900 920 ••1 • 1 870 890 2+00 -,+00 3+00 4+00 CB G BMH TC: 919.9 TC: 919.8 BLD: 4.0' BLD: 6.4' DIA: 2'x ' DIA7 48.0" 1 m r U� I O :z N 0+00 24.5'-12"RCP CL.5 @ 1.20% 940 930 920 910 •11 J 890 1+00 5+00 920 910 •11 STRUCTURE TABLE STRUCTURE NAME TYPE DIAMETER RIM BUILD INV CASTING NOTES A CB 2'x3' 918.6 4.0' 914.6 R-3067 B CBMH 48" 918.7 4.7' 914.0 R-3067 C CBMH 48" 919.8 6.4' 913.5 R3067 D CBMH 48" 917.1 5.8' 911.3 R-4342 E STMH 48" 911.6 8.0' 903.6 R -1642-B G CB 2'x3' 919.9 4.0' 915.9 R-3067 H CBMH 48" 917.1 5.1' 912.0 R-4342 I CBMH 48" 918.0 5.0' 913.0 R-4342 J CB 27" 918.0 4.0' 914.0 R-4342 FES TABLE Structure Name TYPE SIZE (IN.) INV C.Y. RIP RAP F FES 21 902.0 10 L FES 12 888.0 8 OUTLET STRUCTURE TABLE Structure Name TYPE INV DETAIL K OCS 898.00 SEE STRUCTURE DETAIL TOP WEIR -901.8 0-9' SLOT WARNING SLOT INV -899.5 I HIGH PRESSURE PIPELINE a.a � I Excavation and/or Construction Prohibited 15' RCP INLET 18" RCP �, Without compliance with State One -Call, AND 'I'o R't� OUTLET � 897.5 o.so' Without Written Permission From 50 25 0 25 50 100 MAGELLAN PIPELINE, L.P. � � � � EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINES) SCALE IN FEET LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS CITY PROJECT NO. FILE NO. EKLO BASE 09 DLS 07/26/16 WATERSHED REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I �Eas s�q� FINAL STORM SEWER PLAN 23605-001 AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE �`' F� DRAWN BY 10 MDM 07/26/16 GRADING REVISIONS SATHRE-BERGOUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT � SATHRE-B E RGQ U I ST SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. ,� AY, _ a A INC . IJW DLS 09/,2/,6 WATERSHED DISTRICT REV. ./� I m HANHASSEN ARBOR GLEN 4 CHECKED BY 12 DLS 01/25/17 FINAL PLAN SUBMITTAL INDEMNIFY SATHRE-BERGOUIST, INC. OF ALL RESPONSIBILITY. ��\ nr,� ��f'�� o ,.., � ,50 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 SATHRE-BERGOUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATEv,,'r�,"'l/. m y DLS 13 MDM 04/07/17 REVISE SITE PLAN USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING `% `�� MINNESOTA DATE 14 DLS 04/21/17 REVISE SITE PLAN FROM ILLEGITIMATE USE. Daniel Schmidt, P.E. c�FRs P�P�`' GOLF LAKE CONDOS, LLC 11 04/08/15 Date: 01-11-17 Lic. No. 26147 3 ENTRANCE \ MONUMENT I OUTLOI�E, I 920 TW -921.0 8W_G19s 9'�SP='1.0 FT 9�6, 9, rW-920.0 ` BW -914A 91 'AT -6.0 Fr. 910 9b _9oe0 9eb-e.UT 90,- 902- - 900 898- 89= HT -4.0 FT, 894, _41 8g w oosY9019_ il,g Well 69n y�7 �A \ I _ ________-�-_-_�_------ - 1 C.S.A.H NO. 18(BLVD.) r I i (05'426) 1LYMAN BLVD. ) - 00 0 I I I / � i -O -- \ 4 1 JBERM 928x '` BERkt \ /------------ 92s �\ OUTLOT A - - - WILLIAM BROS. PIPELINE EASEMENT 8 � \ -GAS,-- GAS GAS GAS GAS GAS GAS---\ CAS 1 \ I � GAS \ GAS -_� GAS 918 920 \` ` r2n'S-.BACK x-917.0 % 9, \ ) \I a 1 -,TO-v�10J 6 - J I1I 11II eQ8� II, y£(9sLs6�ls) Ii I 6m 0 (zzs> sozs(o z6I b£L�a 1 3 Izs) £'zts is + 4 5 6II I ' ' T ZI.69 1 69 £1.6�9 I I9' 9,131,13 J8 G=1 Zb16�9 01 1,639 --9-OZ6 U1 8i 8j Eli�b�0yzs 6Q6 Ul \ \ \ 1 £'LZ6 �1 I L' LZ6 Ul I L'ZZ6 �1 5'276 Hl I £'ZZ6 dl L �- --- 9 ozs i I -G*kZ6 �9 b'LZ6 IJ E'LZ6 JO 7,•ZZ6 J9 Z � F- I I 11� � L O'ZZ6 �� 920 00> m T I 20? L� 8 GF 92@.9 _P \ _ 1 I TF 921 2 i GF -92 6F 921.6 \GF 99 h T� 1.1 I .. _2 9 TF 9: 'iii 1A/ I I �-BFgi�3- `A (9110) J i `rl i WETLAND BUFFER uu TYPICAL LOT DETAIL a�onua�G� u gyp,, ;n, - •.�. ��np'au�a°ua''a °va DENOTES.CORNER �!!uq �anuni'a�aha��1 ELEVATION d �ahghghh'-;,n 3. DENOTES LOWEST = iga�ghh�.� ADJACENT GRADE • . n A• fFR 'rroh.;:� DENOTESLOT NUMBER aIk �..-is°u��a��p��° BUILDINGNa ��pUpua,,a�a�;a ql BF 993.1.. , , upuaha�a�a�a�l DENOTES GARAGE LO 996.1 TYPEFLOOR ELEVATION LO 41• GF 1001.5 DENOTES SETBACK - a►p� TYPICALLINE RETAINING L ... A DETAIL 1'llpl 3.0 DRIVEWAY SLOPE PLAN • 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE E ENGINEER. 'tib, b� 921.9 PPF 9'21 4 122.0 ` p/9 6 » ` 7 TF`9 1.7 -1Q I TF 922:3 13. RESTORATION -3.4 ACRES � ° i A. RESTORE ALL DISTURBED AREAS WITH MIN 6" OF TOPSOIL MEETING MNDOT SPECIFICATIONS 3877-1 FOR COMMON TOPSOIL BORROW PLACED ON ALL AREAS O Ory I 3. BEGIN GRADING, INSTALL PERFORATED RISER PIPE IN PONDS WHEN POND GRADING IS COMPLETE. SPECIFICATION 3877-3 FOR SANDY CLAY LOAM TOPSOIL BORROW. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION PERIOD B. SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR BWSR P8 SEED MIX AT A RATE OF 100 LBSJACRE AND FERTILIZE WITH 20-0-10 AT 100 AS NECESSARY AND DIRECTED BY THE ENGINEER. INSTALL SILT FENCE AROUND EXCAVATED PONDS. i \(913.3) C. BUFFER AREAS MUST BE PLANTED WITH NATIVE VEGETATION. SEED MIX TO BE USED IS MN STATE SEED MOX 34271 WET MEADOW SOUTH AND WEST SEED I \(04.7) 4. INSPECT PONDS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE I 922.51 GF 922.5 LBS./ACRE. (UNLESS OTHERWISE NOTED) 922.8 I TF 922.8 1�, W O D•ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. TOLERANT MIX E. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON ALL SLOPES 3:1 (FT) OR _ 1 GREATER. 6. REMOVE PERFORATED RISER PIPE WHEN STORM SEWER AND OUTLET STRUCTURE FOR PONDS ARE INSTALLED. F. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET CONSTRUCTION IS - - 2:1 COMPLETED. REFER TO CITY DETAILS ST -22 8 ST -23 FOR APPROVED DEVICES. \' G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. 913, H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. 2.0" BASE COURSE NOTES: 12' CLASS 5 14. MATERIALS THAT ARE PROHIBITED FROM RETAINING WALL CONSTRUCTION INCLUDE SMOOTH FACE CONCRETE, POURED IN PLACE CONCRETE, MASONRY, 24" SELECT GRANULAR BORROW RAILROAD TIES, OR TIMBER. STAMPED OR PATTERNED CONCRETE IS ALLOWED IN RETAINING WALL CONSTRUCTION. 8. DRIVEWAY SLOPES- 15. BOULDERS MAY NOT BE USED ON WALLS TALLER THAN 6' IN HEIGHT. MINIMUM -2.0% MAXIMUM -10.0% 16. A HOMEOWNERS ASSOCIATION SHALL BE CREATED TO TAKE OWNERSHIP OF THE RETAINING WALL 9. POND - 10:1 BENCH (1 FOOT) THEN 3:1 MAX uu TYPICAL LOT DETAIL a�onua�G� u gyp,, ;n, - •.�. ��np'au�a°ua''a °va DENOTES.CORNER �!!uq �anuni'a�aha��1 ELEVATION d �ahghghh'-;,n 3. DENOTES LOWEST = iga�ghh�.� ADJACENT GRADE • . n A• fFR 'rroh.;:� DENOTESLOT NUMBER aIk �..-is°u��a��p��° BUILDINGNa ��pUpua,,a�a�;a ql BF 993.1.. , , upuaha�a�a�a�l DENOTES GARAGE LO 996.1 TYPEFLOOR ELEVATION LO 41• GF 1001.5 DENOTES SETBACK - a►p� TYPICALLINE RETAINING L ... A DETAIL 1'llpl 3.0 DRIVEWAY SLOPE PLAN • 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE E ENGINEER. 12. DEVELOPER WILL BE RESPONSIBLE FOR TEMPORARY DUST AND EROSION CONTROL UNTIL TURF IS ESTABLISHED. IF YARDS ARE ADJACENT TO A DITCH BUFFER MARKER TEMPLATE: SWALE, THEN EROSION CONTROL MUST REMAIN UNTIL ALL ADJACENT PROPERTY HAS TURF ESTABLISHMENT. 2. THE WATER QUALITY POND MUST BE EXCAVATED AT THE BEGINNING OF GRADING OPERATIONS TO PROVIDE GRADING PLAN _ TEMPORARY STORM WATER DETENTION DURING CONSTRUCTION. SAND AND SILT MUST BE REMOVED FROM THE 13. RESTORATION -3.4 ACRES POND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF THE PROJECT. A. RESTORE ALL DISTURBED AREAS WITH MIN 6" OF TOPSOIL MEETING MNDOT SPECIFICATIONS 3877-1 FOR COMMON TOPSOIL BORROW PLACED ON ALL AREAS O SODDED. THE SOILS WITHIN THE BUFFER AREA SHALL BE PREPARED BY RIPPING TO A DEPTH OF 12 INCHES TO LOOSEN THEM AND SHALL MEET MNDOT 3. BEGIN GRADING, INSTALL PERFORATED RISER PIPE IN PONDS WHEN POND GRADING IS COMPLETE. SPECIFICATION 3877-3 FOR SANDY CLAY LOAM TOPSOIL BORROW. TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION PERIOD B. SEED POND SLOPES AND DETENTION AREAS WITH MN/DOT 310 OR BWSR P8 SEED MIX AT A RATE OF 100 LBSJACRE AND FERTILIZE WITH 20-0-10 AT 100 AS NECESSARY AND DIRECTED BY THE ENGINEER. INSTALL SILT FENCE AROUND EXCAVATED PONDS. LBS./ACRE. 10' C. BUFFER AREAS MUST BE PLANTED WITH NATIVE VEGETATION. SEED MIX TO BE USED IS MN STATE SEED MOX 34271 WET MEADOW SOUTH AND WEST SEED I MIX. AT A RATE OF 100 LBSJACRE. BUFFER VEGETATION NOT TO BE FERTILIZED 4. INSPECT PONDS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE D. SEED ALL OTHER DISTURBED AREAS WITH MNDOT 250 AND BWSR SEED MIX FOR WETLANDS AT A RATE OF 100 LBSJACRE AND FERTILIZE WITH 2O�10 AT 100 NPDES PERMIT. LBS./ACRE. (UNLESS OTHERWISE NOTED) BUFFER AREAS NOT TO BE FERTILIZED 5. LINE ALL PONDS WITH A MINIMUM 3" ORGANIC SOILS 8 SEED SLOPES BETWEEN NWL AND 100 YR HWL WITH A WATER D•ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. TOLERANT MIX E. MULCH WITH TYPE 1 AT A RATE OF 2 TONS/ACRE AND DISC ANCHOR IMMEDIATELY AFTER PLACEMENT. USE WOODFIBER BLANKET ON ALL SLOPES 3:1 (FT) OR GRND ELEVATION AT LO ()XX.X) GREATER. 6. REMOVE PERFORATED RISER PIPE WHEN STORM SEWER AND OUTLET STRUCTURE FOR PONDS ARE INSTALLED. F. PLACE APPROVED STORM SEWER INLET PROTECTION IN OR AROUND ALL STORM SEWER INLETS AND MAINTAIN UNTIL STREET CONSTRUCTION IS - - 2:1 COMPLETED. REFER TO CITY DETAILS ST -22 8 ST -23 FOR APPROVED DEVICES. 7. STREET SECTION - G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. 1.5" WEAR COURSE H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. 2.0" BASE COURSE NOTES: 12' CLASS 5 14. MATERIALS THAT ARE PROHIBITED FROM RETAINING WALL CONSTRUCTION INCLUDE SMOOTH FACE CONCRETE, POURED IN PLACE CONCRETE, MASONRY, 24" SELECT GRANULAR BORROW RAILROAD TIES, OR TIMBER. STAMPED OR PATTERNED CONCRETE IS ALLOWED IN RETAINING WALL CONSTRUCTION. 8. DRIVEWAY SLOPES- 15. BOULDERS MAY NOT BE USED ON WALLS TALLER THAN 6' IN HEIGHT. MINIMUM -2.0% MAXIMUM -10.0% 16. A HOMEOWNERS ASSOCIATION SHALL BE CREATED TO TAKE OWNERSHIP OF THE RETAINING WALL 9. POND - 10:1 BENCH (1 FOOT) THEN 3:1 MAX 17. SILT FENCE: BEFORE GRADING - 2000 LF BS TF AFTER GRADING - 320 LF 10. LO, SEWO, WO PADS 3:1 MAX. ALL OTHER SLOPES 4:1 MAX (UNLESS NOTED) STANDARD DETAILS 25' 18. CAT 3 EROSION CONTROL BLANKET -10,800 SQFT 11. CONTRACTOR TO REMOVE SEPTIC SYSTEM AND CAP WELL. PROPER REMOVAL, ABANDONMENT OR SEALING OF STORAGE TANKS, ON-SITE SEPTIC SYSTEMS, WELLS, ETC. IS REQUIRED. PERMITS ARE REQUIRED, AS APPLICABLE. 19, FINAL GRADING PLANS AND SOIL REPORTS MUST BE SUBMITTED TO THE INSPECTIONS DIVISION BEFORE BUILDING PERMITS WILL BE ISSUED WETLAND BUFFER MONUMENT 20. ENGINEERED DESIGN AND BUILDING PERMITS ARE REQUIRED FOR RETAINING WALLS EXCEEDING FOUR FEET IN HEIGHT. 21. DEMOLITION PERMITS MUST BE OBTAINED BEFORE DEMOLISHING ANY STRUCTURES. IN. 25' 11' 14' 15' 50' 65' 65' PAD (UNLESS OTHERWISE NOTED) WALKOUT (WO) 65' PAD (UNLESS OTHERWISE NOTED) LOOKOUT (LO) E S H FINISHED GRADE PER R M SS GRADING PLAN WN EB GARAGE FLOOR 10' 15' 3.0' BELOW GARAGE FLOOR +/-3:1 MAX 1% MIN. CURB 6.0" TOPSOIL 15' 22. PERMITS FROM CARVER COUNTY WILL BE REQUIRED PRIOR TO ANY WORK OCCURRING IN THE RIGHT OF WAY. 23. WETLAND BUFFER MONUMENTS TO BE COINCIDENTAL WITH BCOD MONUMENTS. 24. WETLAND BUFFER MONUMENTS TO BE INSTALLED IMMEDIATELY SUBSEQUENT TO COMPLETION OF FINAL GRADE AT LOWER ELEVATION OF RETAINING WALLS. 25. WETLAND BUFFER MONUMENTS MUST BE INSTALLED BEFORE BUILDING PERMITS WILL BE ISSUED. 26. RETAINING WALLS TO BE OWNED AND MAINTAINED BY HOA 27. RETAINING WALLS TO BE CONSTRUCTED OF [MATERIAL] 28. TIERED WALLS WITH A COMBINED TOTAL HEIGHT GREATER THAN SIX FEET MUST HAVE ADEQUATE SPACING SUCH THAT WALLS DO NOT STRUCTURALLY IMPACT EACH OTHER FIRE NOTES: 1. PRIOR TO COMBUSTIBLE HOME CONSTRUCTION, FIRE APPARATUS ACCESS ROADS CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS SHALL BE MADE SERVICEABLE 2. STREET SIGNS SHALL BE INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED. FIRE MARSHAL MUST APPROVE STREET SIGNAGE. 3. PRIOR TO COMBUSTIBLE CONSTRUCTION, FIRE HYDRANTS SHALL BE SERVICEABLE. E FINISHED GRADE PER BUFFER MARKER TEMPLATE: H GRADING PLAN R M SS GARAGE FLOOR O N B EL FASTENED WITH NON -REMOVABLE SCREWS OR RIVETS W T 2.5' BELOW GARAGE FLOOR 10' 15' I POST INSTALLATION 65PAD INSTALL POST PLUMB TO A HEIGHT OF FOUR FEET ABOVE LOOKOUT ELEVATION GRADE. SET AT LEAST 42 INCHES IN THE GROUND 25.0' INSTALLED AT EACH LOT LINE WHERE IT CROSSES A �\ WETLAND BUFFER, WITH A MAXIMUM SPACING OF 200 GRND ELEVATION AT LO ()XX.X) FEET BETWEEN SIGNS (IF NO BUFFER IS REQUIRED, THE MONUMENT SHALL BE AT THE EDGE OF THE - - 2:1 WETLAND) PLACE ADDITIONAL POSTS AS NECESSARY REAR PAD ELEVATION CURB NOTES: 6.0" Without compliance with State One -Call, AND 3.s% 20% 3:1 MAX TOPSOIL 1. GRADE (999.0) BEHIND EACH HOMESI7E IS THE LOW MIN. \ \ \ ' 1 I BS TF GROUND ELEVATION AND PROPOSED TOP OF TOPSOIL, STANDARD DETAILS 25' Without Written Permission From ` 50' 65' PAD (UNLESS OTHERWISE NOTED) LOOKOUT (LO) E S H FINISHED GRADE PER R M SS GRADING PLAN WN EB GARAGE FLOOR 10' 15' 3.0' BELOW GARAGE FLOOR +/-3:1 MAX 1% MIN. CURB 6.0" TOPSOIL 15' 22. PERMITS FROM CARVER COUNTY WILL BE REQUIRED PRIOR TO ANY WORK OCCURRING IN THE RIGHT OF WAY. 23. WETLAND BUFFER MONUMENTS TO BE COINCIDENTAL WITH BCOD MONUMENTS. 24. WETLAND BUFFER MONUMENTS TO BE INSTALLED IMMEDIATELY SUBSEQUENT TO COMPLETION OF FINAL GRADE AT LOWER ELEVATION OF RETAINING WALLS. 25. WETLAND BUFFER MONUMENTS MUST BE INSTALLED BEFORE BUILDING PERMITS WILL BE ISSUED. 26. RETAINING WALLS TO BE OWNED AND MAINTAINED BY HOA 27. RETAINING WALLS TO BE CONSTRUCTED OF [MATERIAL] 28. TIERED WALLS WITH A COMBINED TOTAL HEIGHT GREATER THAN SIX FEET MUST HAVE ADEQUATE SPACING SUCH THAT WALLS DO NOT STRUCTURALLY IMPACT EACH OTHER FIRE NOTES: 1. PRIOR TO COMBUSTIBLE HOME CONSTRUCTION, FIRE APPARATUS ACCESS ROADS CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS SHALL BE MADE SERVICEABLE 2. STREET SIGNS SHALL BE INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED. FIRE MARSHAL MUST APPROVE STREET SIGNAGE. 3. PRIOR TO COMBUSTIBLE CONSTRUCTION, FIRE HYDRANTS SHALL BE SERVICEABLE. I SPECIFICATIONS: MONUMENT BUFFER MARKER TEMPLATE: CONSISTS OF A POST AND A WETLAND BUFFER SIGN CLEAN WATER WETLAND BUFFER SIGNS STARTS HERE FLUSH OF THE POSTS MOUNTED WITH THE TOP FASTENED WITH NON -REMOVABLE SCREWS OR RIVETS POST MATERIALS 4" X 4" SQUARE TREATED WOOD OR OTHER CITY APPROVED MATERIAL I POST INSTALLATION 65PAD INSTALL POST PLUMB TO A HEIGHT OF FOUR FEET ABOVE GRADE. SET AT LEAST 42 INCHES IN THE GROUND INSTALLED AT EACH LOT LINE WHERE IT CROSSES A WETLAND BUFFER, WITH A MAXIMUM SPACING OF 200 FEET BETWEEN SIGNS (IF NO BUFFER IS REQUIRED, THE MONUMENT SHALL BE AT THE EDGE OF THE FULL BASEMENT (FB) WETLAND) PLACE ADDITIONAL POSTS AS NECESSARY TO FOLLOW BUFFER CONTOUR LINE I II 65' WARNING ENSURE FULL BASEMENT PADS ARE DRAINED HIGH PRESSURE PIPELINE i I 65PAD (UNLESS OTHERWISE NOTED) Excavation and/or Construction Prohibited FULL BASEMENT (FB) NOTES: Without compliance with State One -Call, AND 1. GRADE (999.0) BEHIND EACH HOMESI7E IS THE LOW ' 1 I GROUND ELEVATION AND PROPOSED TOP OF TOPSOIL, STANDARD DETAILS Without Written Permission From ` SUBGRADESHALL BEDOWN 0.50FEET. 2. ESTABLISH FINISH GRADE AT ALL 10' FRONT YARD UTILITY WETLAND BUFFER MONUMENT EASEMENT LOCATIONS. MAGELLAN PIPELINE, L.P. 3. THESE DETAILS REFERENCE A 6' POURED FOUNDATION MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINE(S) WALL,AND A 0.7' DROP GROUND ELEVATION ON F FROM REAR TOP FOUNDATION To GROUND FOR ALL LOOKOUTS AND WALKOUTS. 50 25 0 25 50 100 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR SCALE IN FEET 1'O R j ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY.�� I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 0Rs ¢ o m s� ^r, INC. m SATHRE-BERGQUIST V , I CITY PROJECT NO. FINAL G RAD I NG PLAN ARBOR GLEN FILE NO. 23605-001 - EKLO BASE 09 DLS 07/26/16 WATERSHED REVISIONS HANHASSEN DRAWN BY 10 MDM 07/26/16 GRADING REVISIONS 5 IJW 11 DLS 09/12/16 WATERSHED DISTRICT REV. CHECKED BY 12 DLS 01/25/17 FINAL PLAN SUBMITTAL o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 6000 SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING m c4,FRs y `c; MINNESOTA GOLF LAKE CONDOS, LLC 11 DLS 13 MDM 04/07/17 REVISE SITE PLAN Daniel Schmidt, P.E. DATE 14 DLS 04/21/17 REVISE SITE PLAN FROM ILLEGITIMATE USE. Date: 01-11-17 Lic. No. 26147 P`PA`^ 04/08/15 ENTRANCE OUTLOT E EXISTING1,3 FFE: 9219 C.S.A.H NO. 18 (LYMAN BLVD.) - I � I I I I I I I I I i I C 000000l ROCK ENTRANCE BERM SILT FENCE POST GRADING SILT FENCE BIO -ROLL CONCRETE WASHOUT O INLET PROTECTION LLLLLLLLLLI EROSION BLANKET LLLLLLLLLL LLLLLLLLLL LLLLLLLLLL WETLAND BUFFER MONUMENT 1. ALL DITCHES AND SWALES MUST BE STABILIZED WITHIN 24 HOURS OF CONNECTING TO SURFACE WATER OR DISCHARGING OFFSITE. 2. ENERGY DISSIPATION MUST BE INSTALLED AT ALL OUTLETS WITHIN 24 HOURS OF BEING PUT ONLINE. 3. ROADS MUST BE CLEARED OF TRACKED MATERIALS DAILY. 4. NATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVE TOPSOIL TO GREATEST EXTEND POSSIBLE 5. FINAL SITE STABILIZATION TO INCLUDE MINIMUM 6' OF TOPSOIL OR ORGANIC MATERIAL TO BE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOIL HAS BEEN REMOVED 6. CONSTRUCTION SITE WASTE MUST BE PROPERLY MANAGED SUCH AS DISCARDED BUILDING MATERIALS, CHEMICALS, LITTER AND SANITARY WASTE AT THE CONSTRUCTION SITE 7. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF CONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, AS DETERMINED BY THE DISTRICT 7.1. TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION 8. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DEGOMPACTED THOUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18" WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS OR EXISTING VEGETATION PRIOR TO REVEGETATION OR OTHER STABILIZATION. 9. AT A MINIMUM ON DAYS WORK IS TO BE DONE, INSPECTION, MAINTENANCE, AND REPAIR OF ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES MUST BE CARRIED OUT, AND AT LEAST WEEKLY UNTIL LAND DISTURBANCE ACTIVITIES CEASE. THEREAFTER, THE DUTIES MUST BE CARRIED OUT WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED 10. CONSTRUCTION SITE WASTE MUST BE PROPERLY MANAGED, SUCH AS DISCARDED BUILDING MATERIALS, CHEMICALS, UTTER AND SANITARY WASTE ATTHE CONSTRUCTION SITE SL ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF CONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, AS DETERMINED BY THE DISTRICT. 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABIUZATION. 13. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18 INCHES WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS, AND OTHER EXISTING VEGETATION PRIOR TO FINAL REVEGETATION OR OTHER STABILIZATION. 14. THE PERMITTEE MUST, AT A MINIMUM,INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES EVERYDAY WORK IS PERFORMED ON THE SITE AND AT LEAST WEEKLY UNTIL LAND -DISTURBING ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE MUST PERFORM THESE RESPONSI BILITIES AT UTAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. WARNING HIGH PRESSURE PIPELINE Excavation and/or Construction Prohibited Without compliance with State One -Call, AND Without Written Permission From MAGELLAN PIPELINE, L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELIN EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. 20'S BACK T---1-917.0 I x_ x -- 1 25 50 100 SCAL• I•F•E• DRAWING NAME NO. BY DATE REVISIONSI - I� SERs ku m ASATHRE-BERGQUIST, c��2 ERs 'I CITY PROJECT NO. FINAL EROSION CONTROL PLAN ARBOR GLENCHECKED GOLF LAKE CONDOS, LLC FILE NO. 23605-001 4 EKLO BASE 09 DLS 07/26/16 WATERSHED REVISIONS iI 6 I 11 IJW 11 DLS 09/12/16 WATERSHED DISTRICT REV. BY 12 DLS 01/25/17 FINAL PLAN SUBMITTAL 13 MDM 04/07/17 REVISE SITE PLAN DATE 14 DLS 04/21/17 REVISE SITE PLAN J - 2s cURB I I I I I I I I I i I C 000000l ROCK ENTRANCE BERM SILT FENCE POST GRADING SILT FENCE BIO -ROLL CONCRETE WASHOUT O INLET PROTECTION LLLLLLLLLLI EROSION BLANKET LLLLLLLLLL LLLLLLLLLL LLLLLLLLLL WETLAND BUFFER MONUMENT 1. ALL DITCHES AND SWALES MUST BE STABILIZED WITHIN 24 HOURS OF CONNECTING TO SURFACE WATER OR DISCHARGING OFFSITE. 2. ENERGY DISSIPATION MUST BE INSTALLED AT ALL OUTLETS WITHIN 24 HOURS OF BEING PUT ONLINE. 3. ROADS MUST BE CLEARED OF TRACKED MATERIALS DAILY. 4. NATURAL TOPOGRAPHY AND SOIL CONDITIONS MUST BE PROTECTED, INCLUDING RETENTION ONSITE OF NATIVE TOPSOIL TO GREATEST EXTEND POSSIBLE 5. FINAL SITE STABILIZATION TO INCLUDE MINIMUM 6' OF TOPSOIL OR ORGANIC MATERIAL TO BE SPREAD AND INCORPORATED INTO THE UNDERLYING SOIL DURING FINAL SITE TREATMENT WHEREVER TOPSOIL HAS BEEN REMOVED 6. CONSTRUCTION SITE WASTE MUST BE PROPERLY MANAGED SUCH AS DISCARDED BUILDING MATERIALS, CHEMICALS, LITTER AND SANITARY WASTE AT THE CONSTRUCTION SITE 7. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF CONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, AS DETERMINED BY THE DISTRICT 7.1. TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABILIZATION 8. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DEGOMPACTED THOUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18" WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS OR EXISTING VEGETATION PRIOR TO REVEGETATION OR OTHER STABILIZATION. 9. AT A MINIMUM ON DAYS WORK IS TO BE DONE, INSPECTION, MAINTENANCE, AND REPAIR OF ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES MUST BE CARRIED OUT, AND AT LEAST WEEKLY UNTIL LAND DISTURBANCE ACTIVITIES CEASE. THEREAFTER, THE DUTIES MUST BE CARRIED OUT WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED 10. CONSTRUCTION SITE WASTE MUST BE PROPERLY MANAGED, SUCH AS DISCARDED BUILDING MATERIALS, CHEMICALS, UTTER AND SANITARY WASTE ATTHE CONSTRUCTION SITE SL ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF CONSTRUCTION AND VEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, AS DETERMINED BY THE DISTRICT. 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINAL STABIUZATION. 13. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED THROUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18 INCHES WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS, AND OTHER EXISTING VEGETATION PRIOR TO FINAL REVEGETATION OR OTHER STABILIZATION. 14. THE PERMITTEE MUST, AT A MINIMUM,INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMENT CONTROL FACILITIES AND SOIL STABILIZATION MEASURES EVERYDAY WORK IS PERFORMED ON THE SITE AND AT LEAST WEEKLY UNTIL LAND -DISTURBING ACTIVITY HAS CEASED. THEREAFTER, THE PERMITTEE MUST PERFORM THESE RESPONSI BILITIES AT UTAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. WARNING HIGH PRESSURE PIPELINE Excavation and/or Construction Prohibited Without compliance with State One -Call, AND Without Written Permission From MAGELLAN PIPELINE, L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELIN EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. I I i I 50 25 0 yO b�r 25 50 100 SCAL• I•F•E• DRAWING NAME NO. BY DATE REVISIONSI USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTINGN FROM ILLEGITIMATE USE. HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THESATHRE-BE LAWS OF THESTATE OF MINNESOTA. &4�1 SERs ku m ASATHRE-BERGQUIST, c��2 ERs s(RL N INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 6000 `O PVP CITY PROJECT NO. FINAL EROSION CONTROL PLAN ARBOR GLENCHECKED GOLF LAKE CONDOS, LLC FILE NO. 23605-001 EKLO BASE 09 DLS 07/26/16 WATERSHED REVISIONS HANHASSEN MINNESOTADLS DRAWN BY 10 MDM 07/26/16 GRADING REVISIONS 11 IJW 11 DLS 09/12/16 WATERSHED DISTRICT REV. BY 12 DLS 01/25/17 FINAL PLAN SUBMITTAL 13 MDM 04/07/17 REVISE SITE PLAN DATE 14 DLS 04/21/17 REVISE SITE PLAN mid Daniel Schmidt, P.E. I Date: 01-11-17 Lic. No. 26147 04/08/15 1 i 0 0 LO 0 CO rl N Z W J 0 ED Q DESIGNER NO. I BY DATE I REVISIONS NM 1 NM 6-5-15 Relocate buffer plantings to bene DRAWN BY 2 TW 1-24-17 Revise per city comments NM 3 TW 2-28-17 Add 18 deciduous trees to plan CHECKED BY 4 TW 4-20-17 Revise plan per new site plan DATE 3-3-15 USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. OF ALL RESPONSIBILITY. NORBY & ASSOCIATES LANDSCAPE ARCHITECTS, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I hemby codify that this pia , s ifidation or report was prepared by me o... tler my direct ervi n antl that am a duly registered Landscape Architect eC/� laws of the Stale of Minnesota. Sgrretl: nor Date: 6-3-15 Registration ir. 20144 T_ C) T_ O Z AFAR GLEN PLANTING LEGEND KEY COMMON NAME BOTANICALNAME GTY. SIS NOTES 4.96 TREES Boutelouacurtipendula Side -Oats Grama 23.00 12.61 AL Redmond Linden Tillia americana 'Redmond' 5 2.5' BB Straight single leader HA Hackberry Cel its occidentalis 7 2.5" BB Straight single leader HL Skyline Honeylocust Gleci is tricanthos var. inermis 'Skycole' 5 2.5" BB Straight single leader PE Princeton Elm Ulmus americana 'Princeton' 4 2.5" BB Straight single leader RB River Birch Betula nigra 4 10' BB Clump RM Red Sunst Maple Acerrubrum 'Franksred 9 2.5" BB Straight single leader Ro Red Oak Quercus rubra 7 2.5" BB Straight single leader Wo White Oak Quercus alba 7 2.5" BB Straight single leader 0.15 0.45 Total 48 Partridge Pea 2.75 0.41 EVERGREENS Dalea candida White Prairie Clover 2.00 2.09 BH Black Hills Spruce Picea glauca densata 7 6' BB 0.60 NP Norway Pine Pinus resinosa 9 B BB Heliopsis helianthoides wP lWhitePine Panus strobus 8 1 6 BB Meadow Blazing Star 0.50 0.28 Total 24 Prairie Blazing Star 1.25 0.76 ORNAMENTAL TREES Monardafistulosa Wild Bergamot 1.00 3.86 Pc Pink Spires Crabapple Malus'Pink Spares' 10 7BB Straight single leader SB Autumn Brilliance Serviceberry Amelanchierx grand lora Autumn Brilliance' 4 V BB Clump Black Eyed Susan 1.25 Total 14 Solidago rigida Stiff Goldenrod 1.75 SHRUBS 0.26 Verbena stricta Hoary Vervain 1.25 KL Miss Kin Lilac Syi®Jga pafu/a'Miss Kim 15 36" HT 0.76 iv Juddi Viburunum Vibumum xpJdti 13 36" HT Hazel Nut americana Corylus america 12 12 36" HT gAmer Diabolo Nn Physocarpus opulfolius 'Donna May' 17 36" HT Total 57 NOTES: FRONT YARD TREES: - ALL LOTS SHALL BE PROVIDED WITH A MINIMUM OF ONE DECIDUOUS OR CONIFER TREE TO BE PLACED IN THE FRONT YARD. - 21 LOTS = 21 FRONT YARD TREES LANDSCAPE BUFFER: - REQUIRED PLANT UNITS PER 100' AS PER BUFFERYARD B 2 CANOPY TREES 4 UNDERSTORY TREES / EVERGREENS 6 SHRUBS - 950 LINEAR FEET BUFFERING COLLECTOR STREETS REQUIRES THE FOLLOWING PLANTINGS: 19 CANOPY TREES 38 UNDERSTORY TREES / EVERGREENS 57 SHRUBS THE SOILS WITHIN THE BUFFER AREA SHALL BE PREPARED BY RIPPING TO A DEPTH OF 12 INCHES TO LOOSEN THEM AND SHALL MEET MnDOT SPECIFICATION 3877-3 FOR SANDY LOAM TOPSOIL BORROW. ALL RESIDENTIAL LOTS SHALL HAVE A MINIMUM OF SIX INCHES OF TOPSOIL MEETING THE SPECIFICATIONS FOR MnDOT SPECIFICATION 3877-1 FOR COMMON TOPSOIL BORROW PLACED ON ALL THE AREAS TO BE SEEDED OR SODDED. YELLOW TAGS FOR NATIVE SEED SOURCE MUST BE PROVIDED TO THE CITY. ALL SEED SHALL BE NATIVE AND FREE OF NEONICOTINOIDS. WETLAND BUFFER MIX Mixed Height Mesic Prairie Mix Scientific Name Common Name %of Mix Seeds/Sq.Ft. PLS Ibs/ac Grasses Andropgon gerardii Big Bluestem 9.00 4.96 1.35 Boutelouacurtipendula Side -Oats Grama 23.00 12.61 3.45 Elymuscanadensis Canada Wild Rye 9.00 2.58 1.35 Panicum virgatum Switchgrass 4.00 3.09 0.60 Schizachyrium scoparium Little Bluestem 15.00 12.40 2.25 Sorghastrum nutans Indian Grass 9.00 5.95 1.35 Sporoblous heterolepis Prairie Dropseed 6.00 5.29 0.90 Forbs Amorha canescens Leadplant 1.25 1.10 0.19 Asclepias incarnata Marsh Milkweed 0.50 0.13 0.08 Asclepias syriaca Common Milkweed 1.20 0.26 0.18 Asclepias tuberosa Butterfly Milkweed 0.25 0.06 0.04 Aster laevis Smooth Blue Aster 0.15 0.45 0.02 Chamaecristafasciculata Partridge Pea 2.75 0.41 0.41 Dalea candida White Prairie Clover 2.00 2.09 0.30 Dalea purpureum Purple Prairie Clover 4.00 3.31 0.60 Desmodium canadense Canada Tick Trefoil 1.25 0.38 0.19 Heliopsis helianthoides Common Ox -Eye 2.00 0.69 0.30 Liatris ligulistylis Meadow Blazing Star 0.50 0.28 0.08 Liatris pyconostachya Prairie Blazing Star 1.25 0.76 0.19 Monardafistulosa Wild Bergamot 1.00 3.86 0.15 Pycanthemumvirginianum Mountain Mint 0.15 1.82 0.02 Ratibida pinnata Yellow Coneflower 1.25 2.07 0.19 Rudbeckia hirta Black Eyed Susan 1.25 6.34 0.19 Solidago rigida Stiff Goldenrod 1.75 3.95 0.26 Verbena stricta Hoary Vervain 1.25 1.93 0.19 Zizia aurea Golden Alexanders 1.25 0.76 0.19 Seeds/sq ft: 78.00 Seed Mix can be sourced from MN Native Landscapes, 874077th Street NE Otsego, MN 55362 Norby & Associates Landscape Architects, Inc. 100 Esst Second Street Chaska, MN 55318 (952) 361-0644 CHANHASSEN, MINNESOTA NATIVE SEEDING EXECUTION Ground Preperotian Prior to seeding, the Contractor shall spray the proposed seeding area with a non-wiecthre glyphosphate herbicide such as Round -Up. Approximately three to four weeks later the site should be prepared by ripping to a depth of 12 inches to loosen the soil using a deep -tine plow and then disked to produce a smooth firm seed bed. The soils shall meet MnDot Speciflcatioin 3877-3 for Sandy Clay Loam Topsoil Borrow. Allow weeds to germinate and grow. When weed seeds and roots have reached a height of 2-4 inches, the site should again be sprayed with a second herbicide application. Wait 10 days and then shallow till the sal to a depth of 1 inch. Tilling deeper will bring additional weed seeds to the surface. Once the area to be planted has been properly prepared, the Contractor shall commence with seeding. NATIVE PRAIRIE SEEDING A. Native plant community seeding can take place during two periods of the year. The first window of opportunity is from the time the she preparation work Is concluded In the spring, until approximately July 15. The second period is in the fall between October 1st and freere-up. The latter is considered a dormant seeding and the seedlings do not germinate until late spring of the following growing season. It is recommended that the native seeding be conducted in lune and early July. B. All native grass seed should be applied with aTmax native seed drill, at a rale of 10 pounds PIS (pure live seed) per acre. In areas tow narrow or steep for equipment, grass seed may be hand broadcast. Cover crop shall be applied after Native Mix has been seeded. C. Raking ordragging and rolling shall follow all seeding to insure good soil contact. D. The Contractor shall mulch all seeded areas with clean straw or marsh hay at a rate of 2 tons/acre and shall be disc anchored into piece. MAINTENANCE Year 1 During the first season, the seeded area shall be cut back approximately once each month to prevent the production of weed seeds and to reduce shade on the maturing native plantings. When the seeded area has reached a height of 8-10 inches. a flail -type mower shall be used to cut weeds and natne plantings to a height of 4-6 Inches. Rotary mowers and sickle bar mowers are not acceptable In no case shall the seeded area be allowed to exceed 10 inches in height during the first season. Pulling weeds rs not recommended as this can uproot small, undeveloped native seedlings. Spot spray thistle, reed canary grass and any other problematic weeds. Yeor2 In the spring of the second season, the plantings should be mowed again. Mowing should occur approximates/ 3.4times duringthe secmd season. If weeds continue to persist during the second year additional moorings may be required. Do not let weeds go to seed. Seeded areas shall not be burned during the second year. Year 3 Spa spray perennial weeds if necessary. Years4-5 Continue spot treatment spray of weeds and conduct burning (3-5 year rotation) alternate spring and fall Invasive Species Control Certain species of perennial weeds may need to be controlled try spot treating with a herbicide for suffclent control. Perennial weeds may be canary grass, smooth brome, quack grass, purple kosestrife and Canada thistle. Canada thistle should be spa treated as scorn as clumps appear to avoid the need to spray large areas. Grassspec ific herbicides shall be used to control reed canary grass; however they are not to be used near open water. LANDSCAPE PLAN ARBOR GLEN FILE NO. 7'. 12 N .2� 9 PIPE �1.5' UT. WEAR 90' BEND/IEE s Z o U I&I BARRIER 83 1 D Not to Scale ane $ 3. 3 1 3 2'-1' l'-6' 8' 1'-5' V-5' 2'-1' V-6' In 12' 1'-10' t-10' 7-4' 2'-O' (HYD) PRECAST CONCRETE 3'-0' 2'-0' S-10' S-0" R/W 20' u RINGS SHALL BE SET ON R/W 24' 4'-4" T-0' V-10' 10' EQUAL 6' THICK CONCRETE 30' 27 COLLAR NOTE 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. Adjust top to 3/4' below ISI 0 Tyler No. 6860 26' d wine . grade. Dox to be set to 4 Mueller No. H-10361 26' MH Gate Wew locot"an 6 Bibby -Ste -Croix No. V T502 27' 3 -projection of sksts lelfi-steed extend 33 3 4•-0• property line. R/W R/W NOTE A Max. of 2 Shat Manhole Rhes to Mueller No. H-10357 All dead mora to be s to be --A oe Jew Twxc* thebw Cale swsion extended a of I Be" xFMn one pipe length beyond 14' NOTE gate wIw and dosed 2 when The mornmk or catch tall structure 1. constructed! aeside Water main to be on with plug tied back to 65 north and west side tee. No. 60 of center line unless 5 G has. 75 extended.'sho, hytrmb pose conflict Walk, No. 58 14' with ,,reposed aidewdk. {'6 road base TYPICAL �W�y1Il�NC�pp� 1i INTERSECTION REW5FD: 2-0 ENGINEERING DEPARTMENT PURE RIG: 1001 tE NAME c: c sPEcs lam CL PL VARVB E FENCE 9. POSTS io 2 z WE PLUGGED EN � Ai1/8 BEND m 6' PVC SDR -26 PIPE MIN. SLOPE 1/4' PER FOOT w1( 2X2' MARKER �1/2 RPE DIAMETER MIN. SEE NOTE 2. SANITARY SEWER GRAVITY MAIN SANITARY SEWER SERVICE CONNECTION DETAIL SERVICES TO BE USED IN CONJUNCTION WfiH C R MAINS FOR DEPTH OF COVER 16 FEET OR LESS. NOTES: 1. SOLVENT WELD ALL JOINTS. (NON GASKEfED) 2. WHEN SANITARY SEWER SERVICE 1S NOT ACCOMPANIED BY A WATER SERVICE IN THE SAME TRENCH. INSTALL A 6' HEAVY METAL FENCE POST NEXT TO 2 X 2 MARKER AND PAM TOP 6" OF POST FLORESCENT GREEN. 3. CENJOIIT REQUIRED ON PRNAW PROPERTY IF DISTANCE FROM MAIN TO HOUSE EXCEEDS 90 FEET. 4. ALL PIPE SHALL BE BEDDED ON GRANULAR BORROW 314A OR COURSE FILTER AGGREGATE (3149H). 0 Off VI TYPICAL SANITARY SEWER SERVICE REW41. 3-0 1 PLATE Mo.: ENGINEERING DEPARTMENT 2001 FllE WMLG G SKCS WI ADD MASTIC .2� TINTNGSFRAME PIPE �1.5' UT. WEAR 90' BEND/IEE 512E 12" MT BASE I&I BARRIER 83 1 D 6' 1'-5" V-5' V-5" SEE DEATAIL 2109 2'-1' l'-6' 8' 1'-5' V-5' 2'-1' V-6' NOPE OR 12' 1'-10' t-10' 7-4' 2'-O' C-9' V-6' PRECAST CONCRETE 3'-0' 2'-0' S-10' S-0" •' 20' ADJUSTING RINGS RINGS SHALL BE SET ON ABS 24' 4'-4" T-0' V-10' SEALANT OR APPROVED EQUAL 6' THICK CONCRETE 30' 27 COLLAR NOTE 2 -PIECE COVER RISER RINGS ARE NOT ALLOWED. Adjust top to 3/4' below ISI BIT. WEAR COURSE AD& DETAIL MANHOLE CASTING & LID SHALL BE PER DETAIL 2111. r L VARIES B nEN.FCTIAME ANO PONS _ MT. BASE OR UNDER MIN. (2 {))AAD.. RRNNGS SAND - •H. HOPE OR (1-2' RING WITH PRECAST CONCRETE MORTOR - 0.2) - ADJUSTING PONS I& BARRIER 27* 6' THICK CONCRETE SEE DEATAIL 2109 COLLAR MT. BASE OR UNDER COURSE ADL DETAIL NOTES, 1. PRECAST CONCRETE ADJUSTING RINGS SHALL BE BEDDED WITH 1/4' TO 1/2' MORTAR. 2. HDPE ADJUSTING RINGS SHALL BE BEDDED WITH S A -ANT MANUFACTURED BY LADTECH INC. OR APPROVED EQUAL. 3. ALL ADJUSTS 94ALLDINCLUDE NEW INNS FROM CASONG TO CONE I[ MANHOLE CASTING AND ADJUSTING DETAIL RINSED: z -Is ENGINEERING DEPARTMENT PIATl Ga.. 2110 FlI£ WdEG\ENG\SPEGs\211° H�y[�l�lq:7 DLS DRAWN BY DLS CHECKED BY DLS DATE 04/08/15 1. shape of anck of buttress may, wry as big a% poured against firm undsturbetl aha. 2. Dimension C1,0 m MIoe on krga enough to make thanonEk' 0 egad to d larger hen 45. 3. Omenean Al A2.AS should M askrge s Possible rithod interfering UI MJ hafts. 4.9 = 45' Minimum. 5. place pdyerhYeme between concrete & pipe. 6. NI beds & fittings shall be restrained with M,elugs thrust restraints or squat 4 - Seem PLAN 90' BENDS RAR 45 BENDS Var'atle 3' 9 - S,r note CONCRETE SHALL BEt A IN CONTACT II A THIS QUADRANT OF PIPE BDONG UNDsmRIND BRm C(NFRIE SECTION A -A PLAN 22 1/7 BEGS �� CONCRETE THRUST M1111=11 I BLOCKING REV 2-W ENGINEERING DEPARTMENT Part W.. FltE NMIE_G SPECS t002 1002 CL PL VARIES 9' Metol Fecica Post 0 - ry ry Bed as Needed Rug c f �(X1,Y1,Z1) (X2,Y2,Z2 2 (Xo,Yo.oZ Min. Slope = 1/4'/Ft Limits of Excawtbn 2•x2' Marker 6' PVC SUR -26 wye & service line. Tamped Fill Tee or Wye and 4S bend 1 C.Y. Concrete Encosemdd Sanitary Sewer NOTES: 1. Solvent Weld all Joints. (Non Gosketed) 2. Wines Sanitary Sewer Service is not Accompanied by a Water Service in the Same Trench, Install a 6' Heavy Metal Fence Past Next to 2 x 2 Marker and Paint Top 6' of Post Florescent Grein. 3. The Use of Bends Shall be Restricted to the Two Shawn on This Detail. 4. Deashold Required on Private Property IT Distance from Nein to House Exceeds 90 Feet. 5. (Xx,Yy,22)Caardinatw of service line at ory & all bend. at ROW On Carver County CooncllinnaMtes). UIf Y[ SANITARY SERVICE RISER (GREATER THAN 16' DEEP) IEYsm 2-oe ENGINEERING DEPARTMENT --No.. 2002 F0.E NNIEG C5 4Df1191 ^ L I 21/. WsOI .MOW IN re SFA I- 3/f 0. AMENT T�. 1f£ lff L (W IAM) T_a., Avrau m pp1YlE Fpl NWITED IDS G4D FOR SWIM' As VAR YMPWES IN2w�c 5631 S wines IAAWHQUO MlIXYMxeMES -5 W1. 80 -Ts Nor IEWRD IVES f:Nlro or swWwwo:CASINE NFT Hs-. el u5AAcxxx.useQ I111:A5T T c PRI. Asn A -4B C- 3S7. ARAE-fASi W.r Awl. ASIY-A-K QAR la•.� P:�l FTA fl WN9I-CINE IETK NO PLAIT dl WAINGs Sol WYJIIG fRNE t26 tPl / ID I'Q ITIS Amll �q ,ffMANHOLE CASTINGS W AND LIDS DETAIL RE415F➢.2 is ENGINEERING DEPARTMENT " Ha- o 2111 F1LF NWEG: G CS 2111 HYDRANTS SHALL BE CLOW MEDALLION OR WATEROUS WB -67-250 ALL HYDRANTS MUST BE APPROVED BY CITY TE HYDRANT YNda%1 N %uN EE A 9G MCLAIon pe Ow A15 Ron s' N ovERNl tfNGDI. fM SIDE YMACHM NOWT APPLICATION. USNG RED ! WHITE RsP.E" E eux (91x0 TME MAPPING GWR THE FlA1 UNGIH OF THE r®RD PFA ROO x1.5502 EXCISING OR FUTURE CURB OR GUTTER CIE HYDRANT WW BOx� 24' MIN. 2.mf /2' 3 2 9pE MW IML BE In AS F uRID R PP W gal¢ i � I 1 CUBIC YARD 07 -GATE vMW ` TEE 1 1/2' DEAR ROCKWIH 70MlER AND 2 lAYERS d POLYETHYLENE (4 MIL) Wme'x5' SDID cx,HcN E BLOCK NOTES 1, ALL HYDRANTS SHALL HAW: NTP HOLES 2 MNWUM 7.5' COVER OVER NMN. 1 ALL PANTU SURFACES SHAL BE SUBJECT To TWo YEAR WAMENTY PEW W AS NOTED IN SECTW 209 OF THE WATEPo/AN S OFICWTKINS 4. HYDRANT NSTALLATW 91ML INCLUDE A HYDRANT MARKER. S ALLJOINTS SHALL B: WSTRANED WA MEGA -LUGS MECHANICAL MW R ANT. B. AU- HYDRANT To W RLMB TO WRTICM. AMS MAXIMUM At1OW/ To W 1/Y PER FOOT OF HYDRANT. 7. HYDRANT TO BE MaUMJ`Y COW#D WN PLASTIC WAP OR BAG TO NDCAM THAT IT Is OUT OF 9iRYYCF. �Iy�p TYPICAL HYDRANT 0 INSTALLATION REYSm:]-14 PRATE NO.: ENGINEERING DEPARTMENT 1004 P1IE NMIEG vIG SPEcs 1°D4 KOR-N-TEE SBML£ OMPECTXN an APPRoMao EpYL W TEE CORE W.I. HWSF SEWER O2,Y2,72) RPE 9EOOING VARMBF RPE OWEIER RISER SECTION (CUT IN) SANITARY SEWER SERVICE TO BE USED ON A TEE LATERAL CONNECTION INTO THE TRUNK UNE OR DEEP LATERAL UNE. NOTES: I. Solvent Weld all Joints. (Non Gesketed) 2. (X2,Y222) Coordinates of servke line at any At all beds and al ROW (in Carver County Coordinates) lug SANITARY SERVICE VVff RISER SECTION (LARGE DIA. RCP) REW¢IIz G ENGINEERING DEPARTMENT H°.. 2003 flE NNIEG G CS Z0a3 Use UNCUT 3149.2A Granular Source, V I TM betlom of tet trerch elate be setped k of the o Mrd for at least 50% f theutsid diamdd pipe Dia. x 0.5 Min. •Dia' Denotes ardside diameter of pipe NOTE& 1. When existing sod conditions ore not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and backfill shdl be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation dnbedment material If needed. Pipe foundation material anal be accordance with MNDOT 3149.211 tours Mt., aggregate. QHOF I PIPE BEDDING IN POOR SOILS REWSED: z -m ENGINEERING DEPARTMENT HWE ra-: 2201 RIE HWEG G SPECS 22at USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. eek Street PL BUTTRESS DIMENSIONS 6' Metal fence past PIPE 22 1/2BEND I 45' BEND 90' BEND/IEE 512E Bl I Dl I B2 I D2 1 83 1 D 6' 1'-5" V-5' V-5" V-5' 2'-1' l'-6' 8' 1'-5' V-5' 2'-1' V-6' 7-8"2'-0` 12' 1'-10' t-10' 7-4' 2'-O' C-9' V-6' 16' 3'-0' 2'-0' S-10' S-0" (I S-6' 20' 3'-6' 2'-8" S-6' S-4 W-4' f-0" 24' 4'-4" T-0' V-10' S-10 9'-8'5'-0' 30' 9'-3' W-0' 17-0 6'-0' PLAN 90' BENDS RAR 45 BENDS Var'atle 3' 9 - S,r note CONCRETE SHALL BEt A IN CONTACT II A THIS QUADRANT OF PIPE BDONG UNDsmRIND BRm C(NFRIE SECTION A -A PLAN 22 1/7 BEGS �� CONCRETE THRUST M1111=11 I BLOCKING REV 2-W ENGINEERING DEPARTMENT Part W.. FltE NMIE_G SPECS t002 1002 CL PL VARIES 9' Metol Fecica Post 0 - ry ry Bed as Needed Rug c f �(X1,Y1,Z1) (X2,Y2,Z2 2 (Xo,Yo.oZ Min. Slope = 1/4'/Ft Limits of Excawtbn 2•x2' Marker 6' PVC SUR -26 wye & service line. Tamped Fill Tee or Wye and 4S bend 1 C.Y. Concrete Encosemdd Sanitary Sewer NOTES: 1. Solvent Weld all Joints. (Non Gosketed) 2. Wines Sanitary Sewer Service is not Accompanied by a Water Service in the Same Trench, Install a 6' Heavy Metal Fence Past Next to 2 x 2 Marker and Paint Top 6' of Post Florescent Grein. 3. The Use of Bends Shall be Restricted to the Two Shawn on This Detail. 4. Deashold Required on Private Property IT Distance from Nein to House Exceeds 90 Feet. 5. (Xx,Yy,22)Caardinatw of service line at ory & all bend. at ROW On Carver County CooncllinnaMtes). UIf Y[ SANITARY SERVICE RISER (GREATER THAN 16' DEEP) IEYsm 2-oe ENGINEERING DEPARTMENT --No.. 2002 F0.E NNIEG C5 4Df1191 ^ L I 21/. WsOI .MOW IN re SFA I- 3/f 0. AMENT T�. 1f£ lff L (W IAM) T_a., Avrau m pp1YlE Fpl NWITED IDS G4D FOR SWIM' As VAR YMPWES IN2w�c 5631 S wines IAAWHQUO MlIXYMxeMES -5 W1. 80 -Ts Nor IEWRD IVES f:Nlro or swWwwo:CASINE NFT Hs-. el u5AAcxxx.useQ I111:A5T T c PRI. Asn A -4B C- 3S7. ARAE-fASi W.r Awl. ASIY-A-K QAR la•.� P:�l FTA fl WN9I-CINE IETK NO PLAIT dl WAINGs Sol WYJIIG fRNE t26 tPl / ID I'Q ITIS Amll �q ,ffMANHOLE CASTINGS W AND LIDS DETAIL RE415F➢.2 is ENGINEERING DEPARTMENT " Ha- o 2111 F1LF NWEG: G CS 2111 HYDRANTS SHALL BE CLOW MEDALLION OR WATEROUS WB -67-250 ALL HYDRANTS MUST BE APPROVED BY CITY TE HYDRANT YNda%1 N %uN EE A 9G MCLAIon pe Ow A15 Ron s' N ovERNl tfNGDI. fM SIDE YMACHM NOWT APPLICATION. USNG RED ! WHITE RsP.E" E eux (91x0 TME MAPPING GWR THE FlA1 UNGIH OF THE r®RD PFA ROO x1.5502 EXCISING OR FUTURE CURB OR GUTTER CIE HYDRANT WW BOx� 24' MIN. 2.mf /2' 3 2 9pE MW IML BE In AS F uRID R PP W gal¢ i � I 1 CUBIC YARD 07 -GATE vMW ` TEE 1 1/2' DEAR ROCKWIH 70MlER AND 2 lAYERS d POLYETHYLENE (4 MIL) Wme'x5' SDID cx,HcN E BLOCK NOTES 1, ALL HYDRANTS SHALL HAW: NTP HOLES 2 MNWUM 7.5' COVER OVER NMN. 1 ALL PANTU SURFACES SHAL BE SUBJECT To TWo YEAR WAMENTY PEW W AS NOTED IN SECTW 209 OF THE WATEPo/AN S OFICWTKINS 4. HYDRANT NSTALLATW 91ML INCLUDE A HYDRANT MARKER. S ALLJOINTS SHALL B: WSTRANED WA MEGA -LUGS MECHANICAL MW R ANT. B. AU- HYDRANT To W RLMB TO WRTICM. AMS MAXIMUM At1OW/ To W 1/Y PER FOOT OF HYDRANT. 7. HYDRANT TO BE MaUMJ`Y COW#D WN PLASTIC WAP OR BAG TO NDCAM THAT IT Is OUT OF 9iRYYCF. �Iy�p TYPICAL HYDRANT 0 INSTALLATION REYSm:]-14 PRATE NO.: ENGINEERING DEPARTMENT 1004 P1IE NMIEG vIG SPEcs 1°D4 KOR-N-TEE SBML£ OMPECTXN an APPRoMao EpYL W TEE CORE W.I. HWSF SEWER O2,Y2,72) RPE 9EOOING VARMBF RPE OWEIER RISER SECTION (CUT IN) SANITARY SEWER SERVICE TO BE USED ON A TEE LATERAL CONNECTION INTO THE TRUNK UNE OR DEEP LATERAL UNE. NOTES: I. Solvent Weld all Joints. (Non Gesketed) 2. (X2,Y222) Coordinates of servke line at any At all beds and al ROW (in Carver County Coordinates) lug SANITARY SERVICE VVff RISER SECTION (LARGE DIA. RCP) REW¢IIz G ENGINEERING DEPARTMENT H°.. 2003 flE NNIEG G CS Z0a3 Use UNCUT 3149.2A Granular Source, V I TM betlom of tet trerch elate be setped k of the o Mrd for at least 50% f theutsid diamdd pipe Dia. x 0.5 Min. •Dia' Denotes ardside diameter of pipe NOTE& 1. When existing sod conditions ore not acceptable for backfill and/or compaction in the pipe zone, pipe bedding and backfill shdl be used as shown above. 2. A soils engineer will be required to determine the depth of the pipe foundation dnbedment material If needed. Pipe foundation material anal be accordance with MNDOT 3149.211 tours Mt., aggregate. QHOF I PIPE BEDDING IN POOR SOILS REWSED: z -m ENGINEERING DEPARTMENT HWE ra-: 2201 RIE HWEG G SPECS 22at USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. eek Street PL Various 6' Metal fence past denoting curb box. Top 6' painted blue. Curb box with 1 1/4' stadpipe and dahonory rad 2 NOM& 1. When existing so11 conditions we not acceptable for backMl and/or compoctan Water Service ;a 1X1' Corporation Cock 1' Type 'K' Capper Concrete Block Support Water Win NOTES: 1. Do not plug ed of curb atop. 2. Add 6' crimped pigtail to curb stop. 3. The copper service line between the main and curb box shall be one contincus piece of piping• splices will not be permitted 4. Corpor.U.n cock to ba 1' x 1' inside dkmetw- 5. Soddlea required! an 6" DIP or smaller mains and all mains and all mains 12" or large. & Saddles when required shall be Fordstyle F202 double strap. 7. Stainless steel saddles required on all PVC watermain. ENGINEERING DEPARTMENT TYPICAL FllE WAiG 5f£CS WATER 3 SERVICE RFNSEO: z -n ENGINEERING DEPARTMENT . RAZE No : 1005 fl.E rIWEG f51W5 Add Mastic Between Frame Manhole Casting. Lid and lusting Ad (See Rings Rings (SPlot. 2110 & 2111) Provide I&I Barrer an all sanitary sews monhde(sm plate 2109) Manhole steps shall bs .o Neenah R -1991J. 16" on center. Steps Shall be on Downstream e Side Unless Pipe Diameter is 18' or Larger All jdnb in manhole to have •0•ring rubber gaskets. IMi-shleM external seals or as directed by the Engineer. A Maximum of 2 Short Manhole Risers to be Used Directly Below Cone Section Rpe shall be cut cut flush 0 5• with inside face wall. �Kor-n-seal required. Precast mwm Must be 1/2 of Pipe Diameter ad Benches SECTION VIEW Sloped 2' Toward line Imselt Minimum Uncimess of precast baa is 6' fel 14' deep or less. and incremses 1' in thkkness fel eery 4' of depth greater than 14'. NOW,or-n-seal manhole or equal considered acceptable altercate. 2. All dog houses shall W grouted on inside and outside. 3. When the manhole or catch basin structure is consWctM outside the trawled roadway a witness post and sign (MH) shall be installed mot to the me.hols. STANDARD 1 MANHOLE lEYsm21s ENGINEERING DEPARTMENT RwTl No:21 Oi � HWLG\FNGSI£CS\21m Compacted Normal FIII Material, Compacted to 95% of the Standard Proctor Density I ,I I e > _Ilrllh III 1� VOM.71 I -I - II -1 I --11 I 11- III -I I 1-I 11-I Shaped Natural Ground to pipe NOM& 1. When existing so11 conditions we not acceptable for backMl and/or compoctan it the pipe zone pipe bedding and backNl shell be used as shown an detail plate 2201. 2 A sails engineer will be required to determine the depth of the pipe foundation embedment materiel if needed. Pipe foundation maWid shall be accardence with MNDOT 3149.2H course filter aggregate. 3. The Bottom of the Trench Shall be Shaped to Fit the Pipe Barrel for at Least 50% of the Outside Diameter. llwgl,� ti/lllllR PIPE BEDDING 225 IN GOOD SOILS Provide W Ramer on at smBery RCP & DIP REYLSED:I la ENGINEERING DEPARTMENT �'m xo.. 2202 FllE WAiG 5f£CS I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OFATE OF MIN 2�,Iu DANIEL L. SCHMIDT, P.E. Date: 1-11-17 Lic. No. 26147 18•X18•%8• Concrete Mock TYPICAL GATE VALVE AND BOX INSTALLATION lwvl F .2 m ENGINEERING DEPARTMENT wATE ro.. 1006 Ts3: NWEG CS IODB 14 1113 7.0' COVER 7.5' Minimum cover required ®DROP M1FD Tyler No. 6860 7 1/2' over top of water main. 66 COVBR Mueller No. H-10361 SECTION IF?Bibby-Ste-Croix No. 8-5180 provide Vahe Stem Rinds Mawak Ca.th9 W as AdnHlkg 22.5 For, (Sw Plates 2110 At 2111.) To Within 6' Of The Surface 225 Between Frame Provide W Ramer on at smBery If The Distance From wn hde (sw plate 2109) 3 Malde stops. Nemdl R1981J The Top Not Of The Valve To 2 3 8 The Surface Is Greater Tho. 8'. - AJu� steps apps 4. GmM 8 .A. Moil te aced Manhole steps Moip TOP 5 12 Adjust top to 3/4' below ISI stern raper sleeve Tyler No. 6860 26' d wine . grade. Dox to be set to 4 Mueller No. H-10361 26' o provide 12' of adjustment 6 Bibby -Ste -Croix No. V T502 27' 3 6 sksts lelfi-steed extend 33 3 4•-0• Tyler Na. 6860 Varies I 12" 4 A Max. of 2 Shat Manhole Rhes to Mueller No. H-10357 50 EXTENSION oe Jew Twxc* thebw Cale swsion u20'S' 1 0P Bibby -Ste -Croix B-5001 Be" xFMn Tyler No. 58 14' 46 Gate valve hon, screw type. 2 when The mornmk or catch tall structure 1. constructed! aeside No. 59 18' 65 l 3 Waco. 5 1�shaft. size ole traewled rod" a Wilma No. 60 24' 5 G has. 75 extended.'sho, Pan sign sholl next t UN � , installed Walk, No. 58 14' 7 {'6 road base & Pipe sell out tush wet te Inside face d well. No. 59 20' 14 34 4. All doll houses Wall M shorted Bibby -Ste -Croix 08520 No. 57165' "GZte 32 Cale Valve Adapts: 1/4' on the bide and ouLMde. YB521 No. 58 17 41 W"M Prolective PdY wrap ducb 08522 Na. 59Coating, 40 ole, d µpe and Ma -a 1/2' Rubber 16 08523 No. 60Gasket 2' Lwonh brat. 30" Installed Between 21 6. Peeeast invert b requked. 117 10 The Gate Valve Mtl 7. Horimotd suable M,W be pay oppd. Pasted B'-1 !bene ".I withsecGan bees Mnlmsm tl4' paw. 46 Gate Valve Adapter. SECTION VIEW f 12 BOTTOM 1 59 SANITARY SEWER OUTSIDE 11 23 DROP MANHOLE Tyler No. 6860 ENGINEERING DEPARTMENT 2103 pull\FMG\SPFa\n°3 _ 42" Moeller No H-10Mueller 28 67 or American 13 27 Bibby -Ste -Grin No. V851Flow 153 12 ControlResilknl 62 148 48" 11 15 131 Wedge VOILAConforming 175 1179114 to AWWA 72 Viva and Box to bC-515-80 14 Standards 69 plastic wrapped perWin All Stainless section 2.03.Stud Nub & Belts. 18•X18•%8• Concrete Mock TYPICAL GATE VALVE AND BOX INSTALLATION lwvl F .2 m ENGINEERING DEPARTMENT wATE ro.. 1006 Ts3: NWEG CS IODB 14 is I 7.0' COVER J�� 18' 7 1/2' MANHOLE COVER WEIGHT OF BOTTOM DIAMETER DAMETER SECTION T K BARS 66 COVBR PLAN SECTION HORSESHOE DETAILS 90 Mawak Ca.th9 W as AdnHlkg 22.5 For, (Sw Plates 2110 At 2111.) Add Mastic 225 Between Frame Provide W Ramer on at smBery And Ring M wn hde (sw plate 2109) 3 Malde stops. Nemdl R1981J 18 2 3 8 18 - AJu� steps apps 4. GO Mk ham DP 8 .A. Moil te aced Manhole steps Moip with stainless 5 12 so that pff%'n l portion stern raper sleeve 5 ll d wine . or oppmnd equal 4 11 25 o 3 6 pew in ma now to new Wring 34 3 6 sksts lelfi-steed extend 33 3 4•-0• brequir. d by BW En ha waa As Varies I 12" 4 A Max. of 2 Shat Manhole Rhes to 12•-16 50 4 oe Jew Twxc* thebw Cale swsion u20'S' 1 0P 1 Be" xFMn N= 1. Ke, -e -sed recalwk or asp need 20 46 Haneenoea Mind 2 when The mornmk or catch tall structure 1. constructed! aeside 12 29 65 w'� m� ole traewled rod" a Wilma �A 63 5 sides (ed deWl Pan sign sholl next t UN � , installed �< a> 20" 7 Dip d pipe & Pipe sell out tush wet te Inside face d well. 80 7 14 34 4. All doll houses Wall M shorted 6 13 32 75 on the bide and ouLMde. 8 17 41 5. Pramat lewd Meade be 1/2 PdY wrap ducb 16 40 ole, d µpe and Ma -a 8 16 38 2' Lwonh brat. 30" 21' 21 6. Peeeast invert b requked. 117 10 79' 7. Horimotd suable M,W be pay oppd. Pasted B'-1 !bene ".I withsecGan bees Mnlmsm tl4' paw. 46 dee o o b fi' for 14' deep kn twee, ad SECTION VIEW f 12 • , dap-1'9raob thea � 1 59 SANITARY SEWER OUTSIDE 11 23 DROP MANHOLE i 811.2-15 ENGINEERING DEPARTMENT 2103 pull\FMG\SPFa\n°3 _ 42" 12 ***** +++:+:+ *�* edEmberit �15d Materialm 6" . * .*.*. . ** FourMVaut�ion- (seRR Noted t) 'Be' D-ot outside diameter o€Hpipe TESi 11.. A soils Engineer will be required to determine the depth of the pipe fwndation embedment material if needed. Pipe fwrMation material shall be in accordance with MNDOT 3149.2H course fifter aggregate. 2. P.V.C. bedding shall her MHUR 3149.26 sell granular barrow with 100% passing a 3/4' sieve, and less than 10% passing a NO. 200 slew. Idl1W 1 PIPE BEDDING FOR P.V.C. PIPE REWSEGz IEG SPE6 la ENGINEERING DEPARTMENT ra.. 2203 TAX tYA22N LU SATHRE-BERGQUIST, INC. 0 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 4765000 mInov"Rs 90 a Y.M Alas to W UIZD AT ML YEOIMYCJL .OYTS 2 ANDH CONCRDRAIRME BLOT% UXOER NL GALE YALWS • ll L MD HYNiAX15 1 THRUST MM HYM AT ML 1FE$ BErU$ AND AT FITTING . Num 15 A US NrnGGS NUTS AND 3A L ounTAR sxN1 M'. SPRuLD Y W1 A FAcu1 rR. CDAL TAR FMi AIRIED Br RHE KING AGAMNER. 9iEVE5 S I;oapry(: AGAWSi WD91URBro SGL4 TYPICAL MEGALUG 1� LOCATION REVISED: 3-09 PLATE NO.: ENGINEERING DEPARTMENT 1009 FlI£ IMNE:G ENG SPFGS 1009 Protide I & 1 Bmid an ell Sanitary Sews Manholes (See Rale 2109) Cul bell from DIP join with Stainless o Steel repair sleeve I ,or approved equal IOP ' Section Wood Block (Cedar or Redwood) T B' PVC SECTION VIEW Shortens 90' bend turned to direct Bow downstream - Manhole Casting. lid and adjusting Rings (See pktse 2110 & 2111.) -Add Mastic Between From. And Rings - Manhole steps. Neenah R1981J or equal, 16' on center. A.minum steps .,,proved. Marinate steps shall be placed so that offset vertical portion of cone is facing downstream. NI joints in manhole to have '0'ring rubber gaskets. Inti -shield external seals a5 required by The Engined. -Adapt IOP to PJC per section NOIFS: 1. Kor-n-seal manhole or approve equal. 2. Pipe shall be M flush with same face of wall. 3. NI dog houses shall be grouted M the inside sad Outside. 4. Precast inert shall be 1/2 Dia. of pipe ad berldnes kqd 2" toward im,ert. 5. When the manhole or catch basin is constructed outeide The tmwled roadway . witness post and sign shall be installed next to the manhole. `- Minimum thickness of precast base is 6' for 14' deep o, less, ad Increases 1" in thickness for every 4' of depth greater than 14' deep. SANITARY SEWER INSIDE 1��19m DROP MANHOLE REw5ED.2 13 ENGINEERING DEPARTMENT Pu,E No.. 2104 MJ: NWIEQ gw\SPECS\21o1 COUIPM e pr CpIPACIfD SND pRgPDSED SEyAR 0. Ul, MK SFPNATIDI 3 75 e Y STJKIH rsIAATXw IRMNTNN TO SPELWED well WE IFGGM DEPnI INSTAL As REGI REDIWM TEG LUGS As INm. WATERMAIN UNDER STORM SEWER U!ffiReM: u� �(�11PM I -APS "EW W190E OF RR: 1d1I V[ WATERMAIN / STORM SEWER CROSSING 1-10 ENGINEERING DEPARTMENT PUTS Ha - a 2204 F E NME:G G SPE MINIMUM FEET OF RESTRAINED PIPE REQUIRED ON EACH SIDE OF BEND FOR DUCTILE IRON PIPE INCREASE MINIMUM LENGTHS BY THE FOLLOWING AMOUNTS IF PIPE IS WRAPPED IN POLYETHYLENE. 509 INCREASE ON ALL DEAD ENDS. 207. INCREASE ON ALL BENDS. THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EUTOIN OF *THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE'. AS PUBLISHED BY THE DUCTILE IRON RPE RESEARCH ASSOCIATIONDIPRA . ( ) THE TABLE ASSUMES CO -GRAN SOIL AND TYPE ENT S L OR LOTS. REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOL OR EATING CONDITIONS ARE ENCOUNTERED. 0 WIN RESTRAINED PIPE REQUIREMENT FOR DIP REYLS@.2-xxxm ENGINEERING DEPARTMENTRALE 140, 1071 FlIE WME:G 9'E61m1 ONE EXTRA BAR IN BOTTOM A A 27 it 11-11 LIZ TWO EXTRA BAR IN BOTTOM PLAN OF COVER z COVER DIA _r K 27• :: ... MANHOLE DIA SECTION A -A 7.0' COVER COVER RED 1IRMENTS 7.5' WAR MANHOLE COVER WEIGHT OF BOTTOM DIAMETER DAMETER SECTION T K BARS 66 COVBR SPIPE H22.5 48 45 90 ENO 22.5 u 90 aD 225 45 90 N� 4' 2 3 8 18 2 3 8 18 1 3 8 17 6" 2 5 12 26 2 5 ll 25 2 4 11 25 8" 3 6 15 34 3 6 15 33 3 6 14 32 12" 4 9 22 50 4 9 21 48 4 8 20 46 16' 6 12 29 65 5 11 27 63 5 11 26 61 20" 7 15 35 80 7 14 34 77 6 13 32 75 24" 8 17 41 95 8 16 40 92 8 16 38 89 30" 10 21 50 117 10 20 48 113 9 19 46 109 36" 12 24 1 59 138 11 23 57 133 11 22 54 129 42" 13 28 67 159 13 27 65 153 12 26 62 148 48" 11 15 131 175 1179114 3( 72 11731 14 1 29 69 167 THE TABLE WAS DEVELOPED FROM CRITERIA IDENTIFIED IN THE 1992 EUTOIN OF *THRUST RESTRAINT DESIGN FOR DUCTILE IRON PIPE'. AS PUBLISHED BY THE DUCTILE IRON RPE RESEARCH ASSOCIATIONDIPRA . ( ) THE TABLE ASSUMES CO -GRAN SOIL AND TYPE ENT S L OR LOTS. REFER TO DIPRA FOR MINIMUM LENGTHS IF DIFFERENT SOL OR EATING CONDITIONS ARE ENCOUNTERED. 0 WIN RESTRAINED PIPE REQUIREMENT FOR DIP REYLS@.2-xxxm ENGINEERING DEPARTMENTRALE 140, 1071 FlIE WME:G 9'E61m1 ONE EXTRA BAR IN BOTTOM A A 27 it 11-11 LIZ TWO EXTRA BAR IN BOTTOM PLAN OF COVER z COVER DIA _r K 27• :: ... MANHOLE DIA SECTION A -A COVER RED 1IRMENTS MANHOLE COVER WEIGHT OF BOTTOM DIAMETER DAMETER SECTION T K BARS TOP BARS 48 1140 LBS. 8 6 NO. -W6 54' MOM LBS. 6 6' NO. 50 6 60 72' 2525 LBS. 8' 7 NO. -504 NO. 30 6 66 79" 3105 LBS. 11NO. 50 4 NO. 30 6- F2- 310 LBS. 8 8 NO. 4 ' NQ 50 4 NO. 30 4 M. 100• 5710 LBS. 8' 9" NCI 50 4' NO. 30 4' 90 106- 5840 LBS. 8 9 NO. -W4 NO. -304 96 6680 LBS. 8 9 -R-0-5-04 -NO-3-04 102' 119' 7450 LBS. 8 9' 0.50 4 N0. 30 4' �,,IDn,og�p� 1 MANHOLE TOP SLAB REW¢D.1-nD ENGINEERING DEPARTMENT RALE No.. 2108 FlIE NWEG 2108 MINIMUM 6' SAND FlLL 3' MINIMUM RIGID STYROFOAM INSULATION NOTE PIPE SEMI- BE CENTERED UNDER INSULATION UNLESS OTHERWISE SPECIFIED. INSULATION SHALL OVERIAP AT SENDS BY MIN. 12'. COYER OVER RPE - WIDTH OF INSULATING BOARD - h 5' 5' 6' 3' tinny' INSULATION DETAIL lwY7 I-10 ENGINEERING DEPARTMENT PuIE xD.. 2205 RIE HWEC, _\GEIS)Alas CITY PROJECT NO. DETAIL SHEETS CHANHASSEN, ARBOR GLEN MINNESOTA GOLF LAKE CONDOS, LLC FILE NO. 23605-001 8 / 3'-0' NOTE: 1- V Graff Shown 2- VB Grote Shown shall be used at all low Points. Face of Curb J ® :17 Direction of Flow PLAN Catchnosin casting and grate Neenah R3067 -V or equal Grate to be 2' below 3' radius curb box.ter grade. trolicurb on each eof catchnosin. Precast concreteorHDPE adlui ringsp of CurbVaries Minimum of 2-2",6 1/2 - maximum of 5-2"Varies concrete adjuementrings allowed with 1. T minimum to 1/2" bed of mobetween each antl a3" Grout6' thick concrete co on the outade. 6"Min. base Doghouses shall be ?muted on bath the SECTION Aside and outside. NOTES L Steps shall be provided in all catch basin/manholes and storm sewer manholes. 2. Casting to be totally accused in concrete curb section. 3. No black structures are allowed. 4. No woad shims are permitted in the adjusting rings. MIN STORM SEWER CATCH BASIN 2' X 3' RECTANGULAR flEN5FD:1-10 PLATE NO.: ENGINEERING DEPARTMENT 3101 FILE WWEG C EYS 3101 ROM I. Gates Lo be nwee in (2) Pisa 2 At -W mall be hot-dipped-gal.boal See Dell A -A STa GD. F I/rx1• Rat stn. SWcbre RwiY (21 PI® Gale Pe Ou.ng M.W.L EI° .a�d� way (,) ,-ir 4-13 aide 11m "we Staffr e sed Bate whin Nate and saw as ,/a' Sled Plot• --k\ Y sIY HVL IN DETAIL A -A Het pnPe. 1. o last st Poe beedA9 eatwo m ban Het a moat Mpea ]. Tine MWoe pilo Uwse two Or bot laalmww pw pFL Mf of POND OUTLET CONTROL STRUCTURE RENSE0:1-lo puTE NO.: FLY NAME G D+c �Ecs 3,as ENGINEERING DEPARTMENT 3109 SAWCUT ALL EXISTING MANHOLE OR BITUMINOUS EDGES GATE VARA (Typ.) 24 MIN. EXISTING BITUMIOUS SURFACE F1/4" ABOVE CASTING 2' MNDOT 2360 SPWEB4408 TACK COAT 2357 2%- MNDOT 2360 SPNW03308 PATCHING PATCHING NOTES: 1. SAW CUT ALL EDGES, REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5- BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL RASE REWIRED PRIOR TO PAVING. 3, CONTRACTOR MAY USE WEAR COURSE MATERIAL IN LIEU OF BASE COURSE MATERIAL- 4. ATERIAL4. USE VIBRATORY SLED TAMPER ON BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. PUCE 1/4" PLYWOOD CIRCLE OVER CASTING TO CONSTRUCT UNIFORM EDGES. 7_ ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATERIAL WRING ROUNG SO PATCH IS TRUE ANO LEVEL WITH SURROUNDING SURFACES. WNTRACTOR TO SIRINGUNE ALL PATCHES PRIOR TO APPROVAL- 8. PPROVAL8. MNDOT 2360 -ORDINARY COMPACTION METHOD REWIRED. affor TYPICAL STREET PATCHING AT MANHOLES OR 1 GATE VALVES (BITUMINOUS) REASO)- till ENGINEERING DEPARTMENT HO.. 52028 fhE NYIEC\ENG\9'ECa\53°i0 ddntle stances Reuires Res trate per Mash, Sore h Ber e aC. each wy ireaM. y4•a• rot steel. &vetmtim L Mee. vtOnwilt x d. slab teddM Me sold _ w E0 r l e -IIfI a ... .. IYmF..:.. .., tlnPc. L U. tae aye btlts. rq,YM m EMM islet 3 olllet PT- U fewer l®f 6awe iwasd len bra Lie Edt r�.n Pw Wahl a area b wet weal all (2 WMa ad h gecM cmdtima fv e&ext ,. areas will ee mase F Ina Edea of ave .. se -sin wor a mem. i Weir was to be pweA a in w o ivewrt no !be n wet ads, bo 8. NYi was b be elMl C w drucWn tawvae We dee of ebucErd. ClIffer BIORETEEIR STRUCTURE I�II�IDII WITH WEIR & DRAINTILE IGWsm 3-I4 ENGINEERING DEPARTMENT PI'tTE NO' 3109A FILE NILE G\ENG\SPECS\]109A 24"x36" slab opening far Neenah /2"r R3067 -V or equal grate orequal. 3'r Top Bituminous Material /2'r SIOpe ft PLAN 1- 1- a 2E z Note 1- V Grate shown 8- 18- MnDOT 8618 Concrete Curb and Gutter 6"L Distance to rE variable 1/2"r-\ 3"r 1/2"r Top Bituminous Material 64Pe 2- VB Grates shall be used at all low Con -rete, Curb and Gutter 36 54 150 I 210 12 points. 8' 12" WEU., Only with Private Driveways Neenah R3067 -V ceskii and 28'R grate or equal. 12"R 16' PLAN Minimum of 2 maximum of 5-2' 6' Conc. collarn-OTyp adjustment rings with full 6" precast rdnferced concrete slob. �Imile f beds of mortar. R'40 est concrete or PPR Feu err 1• Aaaaa co 1/2" H Eadjusting rings. E n to have Rat top edge sealed with 6' precast renforced concrete slab. affu 2 beads of Rom nek or equal. Surmountable Varies 17 1/2'• 10 1/2" Top of barrel section undU top slab Concrete Curb aM Gutter 28' +1 to have fiat tap edge sealed with E2 4- 4 t 1/BY m Bituminous beads of Ramnek or equal. ENI Iit111F TYPICAL CURB joints in manhole to have AND GUTTER pEASm: 3-I0 ENGINEERING DEPARTMENT "0' ring rubber gaskets. FlE tLrJIE G:\EMC\EEGs\520] .::.. . ; ..i. ....:. ......: Precast concrete section TO BACK OF CURB. 4Q° No block structures are allowed. NOTES: Whit[ Minimum slob thlemess, 6- far 14' 5' 1. Doghouses shall be grouted on depth. Increase thickness 1" for ih 6 both the outside and inside. ENGINEERING DEPARTMENT I. and reinforce with 6"x6" 10/10 mesh. 2. No black structures are allowed. SECTION No main holes Manhole steps, Neenah RI98IJ or CATCH BASIN equal, 16' o.c., Aluminum steps REVISED: z -la MV Bd approved ,.I ENGINEERING ap mum s. Minimum thickness. 6' for 14' WILE IYYE:G G a 11°! EC . de N. Increase thickness far p m ' each 4' a( depth greater then 14', and reinforce with 6-x6. 10/10 mesh. Grout bottom of manhole to 1/2 SECTION diameter at pipe and slope grout 2- toward invert. TYPICAL 4' DIAMETER �pa��rio� am= CATCH BASIN MANHOLE REV15m:2-10 NATE NO.: ENGINEERING DEPARTMENT 3102 FllE IV11E: G: G SPE 3102 ddntle stances Reuires Res trate per Mash, Sore h Ber e aC. each wy ireaM. y4•a• rot steel. &vetmtim L Mee. vtOnwilt x d. slab teddM Me sold _ w E0 r l e -IIfI a ... .. IYmF..:.. .., tlnPc. L U. tae aye btlts. rq,YM m EMM islet 3 olllet PT- U fewer l®f 6awe iwasd len bra Lie Edt r�.n Pw Wahl a area b wet weal all (2 WMa ad h gecM cmdtima fv e&ext ,. areas will ee mase F Ina Edea of ave .. se -sin wor a mem. i Weir was to be pweA a in w o ivewrt no !be n wet ads, bo 8. NYi was b be elMl C w drucWn tawvae We dee of ebucErd. ClIffer BIORETEEIR STRUCTURE I�II�IDII WITH WEIR & DRAINTILE IGWsm 3-I4 ENGINEERING DEPARTMENT PI'tTE NO' 3109A FILE NILE G\ENG\SPECS\]109A e• INN cDa.w NEEHW R�2 GRATE OR fPmMMFD Eq WI n" C ATCHBASIN 27" DIA.) DESIGN SPECIAL 2 ADJUSTING RINGS (27 REINFORCING U CONSIST Of N arm AT r O.C. 80111 WAYS 115 TO BE PRECAST gcMY1 colic SEWER BLOSK x E -CAST O ErIWG AS REQUIRED CLING RASE 91ALL E: fi_- PQIIEO IN PLACE OR 5 PNECAST SLAB CUE CATCH BASIN 27" DIAMETER REVISEDt-10 PATE NO.: FILE R,Vw:G c sPEts na3 ENGINEERING DEPARTMENT 3103 RESTRAIN ALL .AUNTS ON THE INLET SIDE AND FIRST 3 MINTS =� ON THE OUTLET PIPtNO MANHB.E CASTING 6 Lm AS PER DETAIL 2111. ACCESS SRM -L BE PRIYVIDED TO ROTH SIDES OF THE WEIR FOR MANTEMANCE. - TOP OF WEIR ELEVATION VARIES DEPENDING IRQi DESIGN PARAMETERS. USE REINFORCED CONCRETE PIPE FOR OUTLETS. FLOW 12' MINT WEIR TO BE REINFORCED VITH PIPE LEHGTH AND SIE VILL VARY. 114 REBAPR 12- ON CENTER. RERNFOSED CONCRETE OR DUCTILE OtON PIPES CAM E USED FOR THE DLETS. DON'T USE APRONS OR TRASH GWROS IF PITES MIRE UNDER WATER STEPS FLOWUSE RERSORCEM CONCRETE PPE FOR OUTLETS. WEIR ALL STRUCTURES TO IE FORMED WHO FWRED DPLAX OR PRECAST ASSEMBLIES NO SLUE ON WEIRS WITHOUT ENGINEERS CONSENT [Iffff SKIMMER STRUCTURE �® WEIR MANHOLE IsDiTSEM iE rwlca� FIE ENc\sPERs\31me ENGINEERING DEPARTMENT M0 31098 CATCH BASIN IN RADIUS 10' SURMOUNTABLE TRANSITION WRB A: AN TYPICAL RESIOENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30 6" height 2'drap 10' long transitional height curbing � 4' beghf 7"U. 7' T MNDOT 8618 CONIC. C h G SURMOUNTARIF C& G 011 TYPICAL CURB RADIUS RENSFI}. 1 to ENGINEERING DEPARTMENT PLATE Na. 5204rsE DALE GtJNC\SPECS\52M 24"06" slob opening for Neenah 3067-V or equal NOTE' I-V Grate shown 2- VB Grotea shall be used of all low points. 6' I Distance to It variable /2"r 12 grate orequal. 3'r Top Bituminous Material /2'r SIOpe ft PLAN 1- 1- a 2E z w o: j 8- 18- MnDOT 8618 Concrete Curb and Gutter 6"L Distance to rE variable 1/2"r-\ 3"r 1/2"r Top Bituminous Material 64Pe 3er Mn00T B812 Con -rete, Curb and Gutter 36 54 150 I 210 12 • 8' 12" WEU., Only with Private Driveways Parking Lots, or Medians. 28'R 28552'50'PRC 12"R 16' Top Bituminous Material 6"I 68"R 6" precast rdnferced concrete slob. a R'40 (W W"�> PPR Feu err 1• Aaaaa co 1/2" 0 E n to have Rat top edge sealed with E affu 2 beads of Rom nek or equal. Surmountable Varies 17 1/2'• 10 1/2" WITH AND WITHOUT CURBS Concrete Curb aM Gutter 28' +1 LATE rw_ 5208 Precast concrete section 4- 4 t 1/BY m Bituminous Surface Bituminous Curb 'T 6" Shce Finned NII Iit111F TYPICAL CURB 45.5' RAD. AND GUTTER pEASm: 3-I0 ENGINEERING DEPARTMENT Pu>E No.. 5203 FlE tLrJIE G:\EMC\EEGs\520] e• INN cDa.w NEEHW R�2 GRATE OR fPmMMFD Eq WI n" C ATCHBASIN 27" DIA.) DESIGN SPECIAL 2 ADJUSTING RINGS (27 REINFORCING U CONSIST Of N arm AT r O.C. 80111 WAYS 115 TO BE PRECAST gcMY1 colic SEWER BLOSK x E -CAST O ErIWG AS REQUIRED CLING RASE 91ALL E: fi_- PQIIEO IN PLACE OR 5 PNECAST SLAB CUE CATCH BASIN 27" DIAMETER REVISEDt-10 PATE NO.: FILE R,Vw:G c sPEts na3 ENGINEERING DEPARTMENT 3103 RESTRAIN ALL .AUNTS ON THE INLET SIDE AND FIRST 3 MINTS =� ON THE OUTLET PIPtNO MANHB.E CASTING 6 Lm AS PER DETAIL 2111. ACCESS SRM -L BE PRIYVIDED TO ROTH SIDES OF THE WEIR FOR MANTEMANCE. - TOP OF WEIR ELEVATION VARIES DEPENDING IRQi DESIGN PARAMETERS. USE REINFORCED CONCRETE PIPE FOR OUTLETS. FLOW 12' MINT WEIR TO BE REINFORCED VITH PIPE LEHGTH AND SIE VILL VARY. 114 REBAPR 12- ON CENTER. RERNFOSED CONCRETE OR DUCTILE OtON PIPES CAM E USED FOR THE DLETS. DON'T USE APRONS OR TRASH GWROS IF PITES MIRE UNDER WATER STEPS FLOWUSE RERSORCEM CONCRETE PPE FOR OUTLETS. WEIR ALL STRUCTURES TO IE FORMED WHO FWRED DPLAX OR PRECAST ASSEMBLIES NO SLUE ON WEIRS WITHOUT ENGINEERS CONSENT [Iffff SKIMMER STRUCTURE �® WEIR MANHOLE IsDiTSEM iE rwlca� FIE ENc\sPERs\31me ENGINEERING DEPARTMENT M0 31098 CATCH BASIN IN RADIUS 10' SURMOUNTABLE TRANSITION WRB A: AN TYPICAL RESIOENTIAL RADIUS - 20' TYPICAL COLLECTOR RADIUS - 30 6" height 2'drap 10' long transitional height curbing � 4' beghf 7"U. 7' T MNDOT 8618 CONIC. C h G SURMOUNTARIF C& G 011 TYPICAL CURB RADIUS RENSFI}. 1 to ENGINEERING DEPARTMENT PLATE Na. 5204rsE DALE GtJNC\SPECS\52M 24"06" slob opening for Neenah 3067-V or equal NOTE' I-V Grate shown 2- VB Grotea shall be used of all low points. d H B (DEG.) y (IN.) (IN.) MIN MAX. (IN.) Neenah R3067 -V casting and B 12 grate orequal. 130230 PLAN 1- 1- a 2E z w o: j 15 34 130 230 12 Minimum of 2 maximum of 5 3' Radius 24 44 140 220 12 concrete adjustment rugs with full 6' Conc color 36 54 150 I 210 12 beds of mortar. use M (1/r) wsw a:e WaaaaPar x sea Ptr® as ca mlwiw I.R Curb.ntt Gutter Precast concrete or 28552'50'PRC In HOPE adjusting rings 6"I . 6" precast rdnferced concrete slob. Va es R'40 (W W"�> PPR Feu err 1• Aaaaa co V� woo -woo -ow.. wweerrrraa.... Top of barrel section below lop slab E 9O• to have Rat top edge sealed with E affu 2 beads of Rom nek or equal. CONCRETE RESIDENTIAL Varies All joints in manhole to have WITH AND WITHOUT CURBS Typ '0' ring rubber gaskets. +1 LATE rw_ 5208 Precast concrete section Y. 5" Manhole steps, Neenah R1981J or 48'. RAD. equal, 16" .c, Aluminum steps 45.5' RAD. approved. b'. RAD.' rA..:.. Doghouses shall be grouted on beth .::.. . ; ..i. ....:. ......: the outside and inside. NOTE TO BACK OF CURB. 4Q° No block structures are allowed. �j Whit[ Minimum slob thlemess, 6- far 14' TYPICAL 8+" depth. Increase thickness 1" for ih 6 each 4' of depth greater than 14', ENGINEERING DEPARTMENT I. and reinforce with 6"x6" 10/10 mesh. ME NMIEG\ENG\�EoS\5205 SECTION No main holes Idllllf CATCH BASIN MANHOLE REVISED: z -la MV WITH SUMP RCASFD.1-10 fllE NN,EQ\fMG\SPECS\52E ENGINEERING DEPARTMENT RALE NO.: 3104 WILE IYYE:G G a 11°! EC d H B (DEG.) y (IN.) (IN.) MIN MAX. (IN.) Ys B 12 34 130230 12 1- 1- a 2E z w o: j 15 34 130 230 12 18 34 130 1230 12 21 44 140 220 12 24 44 140 220 12 27 44 140 220 12 30 54 150 210 12 36 54 150 I 210 12 18' or 24' �e TAIL M I IFLOH C/L C/L OUTLET INLET FRONT SIDE SAFE BAFFLE PANEL TOP VIEW OF SUMP DIA. ANCHOR BOLT 2- EMBEDMENT 1' x 1' STEEL TUBE FRAME NUT W/LOCK1 WASHER DETAIL A OUTLET T INLET Ys upsove Technol'Dle$ SIDE VIEW OF SUMP This genetic astuil does not an,onfass the wbiog, Bt, and applkaWMy of the SAFL Baane £o- e thspeciRc protect. It is ted activate n9MNt, of the design ar raer to ssure assign Is the siis In corptl nce a" oil apgplcaae tars ed recuLationc The SAFL Baf£te is patent pexer, tectnexioy of the University of MHwmto and Lystrean TecMMODes. Inc. Neither the University or Rwnw-to - Lyrtrean TecYnobRMs approves plans, shig, or syrtm assigns. �(�I�ffp�ff. SAEL BAFFLE STRUCTURE IUB STANDARD SUMP MANHOLE W/BAFFLE REWsm:z-Is ENGINEERING DEPARTMENT BATE NO.: RE 3110 NAME G ENC SPECS 3110 X [ 64 'Punxoma.aalam nlE lloaws arme. ora e afi98F'i• Y o NDIE arroswarw �S Yi� to loons nsg �r 227.02' A be used lot ullhl w Fi �� ppooints� -tk �r FOR ORMNA(T. 60' R USS 51 60.25 g�rr°ble use M (1/r) wsw a:e WaaaaPar x sea Ptr® as ca mlwiw I.R Curb.ntt Gutter n CURB AND GUTTER 7 N In 28552'50'PRC In Retmrs Each way ewK sus 1n x .roam r . y WaIA�n-war � • we. sr w was ISOMETRIC No cele Expansion O R'40 (W W"�> PPR Feu err 1• Aaaaa co V� woo -woo -ow.. wweerrrraa.... 60.25' CIRCUM 45.5' RADIUS=2a5.88'/36O" 9O• rw. w, -a. w.w.- NTS affu oo CONCRETE RESIDENTIAL DRIVEWAY ENTRANCES DRIVEWAY ENTRANCES WITH AND WITHOUT CURBS S• STANDARD CUL-DE-SAC B«]NWdNG ntPARTMEIIr LATE rw_ 5208 X Y. TWpout Gulf.r�y. CCM./IND. 60' RAD. 1 48'. RAD. URBAN 60' RAD 1 45.5' RAD. RURAL 60' RAp. b'. RAD.' rA..:.. 'NOTE: .::.. . ; ..i. ....:. ......: 1. ALL DISTANCE FOR STREET WIDTHS ARE MEASURED TO BACK OF CURB. 2. PLUS 6' GRAVEL SHOULDER. (RURAL) 3/4' Slope pe li foot Whit[ TYPICAL 8+" CUL-DE-SAC lREviSEo: 1 1a ENGINEERING DEPARTMENT SECTION A -A ' Ha.. 5205 ME NMIEG\ENG\�EoS\5205 ntE. OYB8 be t!°nsNi0ed itype at cubhisman. A y% [ 64 'Punxoma.aalam nlE lloaws arme. ora e afi98F'i• IL o NDIE arroswarw �S Yi� to loons nsg �r el w design gutter below tbleelow9 design utter line grade. Fall A be used lot ullhl w Fi �� ppooints� -tk �r ria emwR or s eluwrs eco x� to x Wwaam car ar lwwwas g�rr°ble use M (1/r) wsw a:e WaaaaPar x sea Ptr® as ca mlwiw I.R Curb.ntt Gutter TwRFs A sows ren e r aPwL mwr r mw a saw swA E wswim NTS 2-/C4u-60"Long I Retmrs Each way ewK sus 1n x .roam r . y WaIA�n-war � • we. sr w was ISOMETRIC No cele Expansion O 91 5' Min. Transition �I 5' Min. Transition { co co Top of 2• I w w Curb Design gutter line grade 2-It4-60' LONG Rebers Each way Frame R Casting SECTION A -A No Scots �Op CURB 0 M1111=111 CONSTRUCTION AT CATCH BASIN REVISED: I -la ELATE NG.: ENGINEERING DEPARTMENT 3106 fllf HWEG G CS 3106 PL CL 30' 30' r15.5' to Back 15.5' to Back Wear CaursI to be 1/2"� Above Edge of Gutter I I I a 3.0% 4- Topsoil. Seedy I B Mulch or Said. Draintlle Surmountable - Concrete Curb PL X1.5: 1 1' Draintil. 1 1/2'-MNWT 2360 SPWEB340B Tack Coat - 2357 2 -MNDOT 2360 SPNWB330B 12" -Class 5 Aggregate Box 24' MNDOT 3149.28 Select Granular Borrow, (-See Note 7) I IQ�Minimum Right -of -Way Required - 60'. 2. Maximum street grade 7.0%. 3. Minimum street grade 0.75%. 4. 4.0- Topsml placed in disturbed areas. 5. 2 Rolls sod behind curb. 6. The bituminous wearing surface shall be placed the next construction season fallowing placement of the bituminous base. 7. A test roll of the prepared subgrade shall be performed by the owner in the presence of a City inspector. The city has the ou8arily to require additional subgrade correction based on the fest rel. 8. Draintile shall be placed along both sides of roadway. See plate 5232 for details. a ff TYPICAL �,m ,VV�[[ RESIDENTIAL am= STREET SECTION RLWsm: a -t♦ ENGINEERING DEPARTMENT Pure eco.. 5200 FILE WJJL \4ENG SFEC 7s. i7 CL 18' 18' 8' 4' 2' 2' 6' 2' Min. 3.0% 3:t Slope 4' Ditch Bottom 1 1/2"-MNDOT 23M SPWEB3408 Tack Coat - 2357 2' -Mi 2360 SPNW3WB 10" -Class 5 Aggregate Base 24- MNDOT 3149.28 Select Granular Borrow (*See Note 7) 6' Class 5 Aggregate Base Shoulder 11 [ 64 'Punxoma.aalam nlE lloaws arme. ora e afi98F'i• IL RgM4-Nq ea w.mu® qq wase sent¢ r e6iruW Atl arroswarw �S Yi� as S r S pr ... _ a • m26 at PAYBBrf Fra 6 W`.EMY Fac of ' SAWi11E F6163Nr ae�a a zR¢is mWmLrm asr sAon eco Exua w or ssP or zY¢i srn1 cam sr PAwrn Tire ro caw onwl Sam srcwa. ww masa . cwt s a asT Ars as my Fmws whaars wwim. ria emwR or s eluwrs eco x� to x Wwaam car ar lwwwas yO 13 use M (1/r) wsw a:e WaaaaPar x sea Ptr® as ca mlwiw I.R auNm w r Pw wswr ww]sa A owe a w.wrAeKrr ar amown r xa F I TwRFs A sows ren e r aPwL mwr r mw a saw swA E wswim NTS waw.ev.n CURB A: GUTTER I Renwve C own ewK sus 1n x .roam r . y WaIA�n-war � • we. sr w was m .eiM1m eel ren ax.PK �T S� r warlr raixlID• A Fa aYessawfs, Expansion O Jerd � (W W"�> PPR Feu err 1• Aaaaa co V� woo -woo -ow.. wweerrrraa.... � Exponelac Joint () camar anlLYio.M r a' n vs s em aaa c ®am e,.�ro�-vr.e avwr®car-. w..1.a:aw-r -r rw. w, -a. w.w.- NTS affu oo CONCRETE RESIDENTIAL DRIVEWAY ENTRANCES DRIVEWAY ENTRANCES WITH AND WITHOUT CURBS WITH AND WITHOUT CURBS 4ow B«]NWdNG ntPARTMEIIr LATE rw_ 5208 RLE NNIS G G SPECS 52es TWpout Gulf.r�y. rA..:.. .::.. . ; ..i. ....:. ......: A.... Watertlow I 36" 3/4' Slope pe li foot 3' up from bottom 8+" } 6" Class 5 nose incidental to apron /4 Rebar O 6. O.C. SECTION A -A No Scole NOTE: 1. 1/2" Preformed joint filler material - AASHTO M213. 2 Contraction Joints 8' O.C. in Cross Gutter. miffSTREET INTERSEC110N CONCRETE VALLEY GUTTER REVISED: z -la ENGINEERING DEPARTMENT �� XO 5206 fllE NN,EQ\fMG\SPECS\52E i7 CL 18' 18' 8' 4' 2' 2' 6' 2' Min. 3.0% 3:t Slope 4' Ditch Bottom 1 1/2"-MNDOT 23M SPWEB3408 Tack Coat - 2357 2' -Mi 2360 SPNW3WB 10" -Class 5 Aggregate Base 24- MNDOT 3149.28 Select Granular Borrow (*See Note 7) 6' Class 5 Aggregate Base Shoulder 11 [ 64 'Punxoma.aalam nlE lloaws arme. ora e afi98F'i• IL 11. LEMinimum Right -of -Way Required - 60'. 2. Maximum street grade 7.0%. 3. Minimum street grade 0.75%. 4. 4.0' Topsoil placed in disturbed areas. S. 2 Rolls sod behind gravel shoulder. 6. The bituminous wearing surface shall be placed the next construction season following placement of the bituminous base. 7. A test roll of the prepared subgrade shall be performed by the owner in the presence of o city inspector. The city has the authority to require additional subgrade correction based on the test mil. (Iffy RURAL RURAL STREET SECTION FLE z 4'\THG\spa\smz ENGINEERING DEPARTMENT 1PUE ND.. 5202 NO CURB d: WTfER [ 64 'Punxoma.aalam nlE lloaws arme. ora e afi98F'i• R ffi St laY -m or 0.aw RgM4-Nq ea w.mu® qq wase sent¢ r e6iruW Atl arroswarw �S Yi� as S r S pr ... _ a • m26 at PAYBBrf Fra 6 W`.EMY Fac of ' SAWi11E F6163Nr ae�a a zR¢is mWmLrm asr sAon eco Exua w or ssP or zY¢i srn1 cam sr PAwrn Tire ro caw onwl Sam srcwa. ww masa . cwt s a asT Ars as my Fmws whaars wwim. ria emwR or s eluwrs eco x� to x Wwaam car ar lwwwas rover w a - r r crew ,rE was www saw moans mixt E w car w r a mxrm cam r en awe s. r use M (1/r) wsw a:e WaaaaPar x sea Ptr® as ca mlwiw I.R auNm w r Pw wswr ww]sa A owe a w.wrAeKrr ar amown r xa F I TwRFs A sows ren e r aPwL mwr r mw a saw swA E wswim NTS waw.ev.n CURB A: GUTTER I a r®luw®am seas cawmc.airs ewK sus 1n x .roam r . y WaIA�n-war � • we. sr w was m .eiM1m eel ren ax.PK �T S� r warlr raixlID• A Fa aYessawfs, S S wet0 aW • PPR Feu err 1• Aaaaa co V� woo -woo -ow.. wweerrrraa.... w� O olawwPY nWr Raw stes Ica rwr r rr errs w camar anlLYio.M r a' n vs s em aaa c ®am e,.�ro�-vr.e avwr®car-. w..1.a:aw-r -r rw. w, -a. w.w.- NTS affu RESIDENTIAL BITUMINOUS CONCRETE RESIDENTIAL DRIVEWAY ENTRANCES DRIVEWAY ENTRANCES WITH AND WITHOUT CURBS WITH AND WITHOUT CURBS ISAsm:IO-w B«]NWdNG ntPARTMEIIr LATE rw_ 5208 RLE NNIS G G SPECS 52es See City Plate N. 3107 for nprop placement Use 2 tie beat fasteners per joint Instill a[ 6O from top or bottom of pipe. ISOMETRIC NIS 1..0¢Al 1Reinforced Concrete Aprons shall be furnished A installed without Trash Cuards 2- NI new Reinforced Concrete Aprons on new pipe shall be tied back 3 pipe lengths back from apron. 3. NI new Reinforced Concrete Aprons on existing pipe shall be lied to the first pipe adjacent to the apron. 9119 1 FLARED END SECTION a11=11 RENsm: 2-I° PLATE Ho.: ENGINEERING DEPARTMENT 3108 FlLE WYEG FNG SPELS 3169 EXISTING BITUMK)US SAWCUT ALL BITUMINOUSEDGES. OW) 2" MNDOT 2360 SPWEB4400 TACT( COAT 2357 21/." MNDOT 2360 SPNWB330B 12' MIN. CLASS 5. 100% CRUSHED AGGREGATE BASE. PATCHING NOTES: 1. SAW CUT All EDGES. REMOVE BITUMINOUS PATCH AREA AND ENOUGH CLASS 5 MATERIAL TO ACCOMMODATE A 4.5" BITUMINOUS PATCH. 2. MECHANICAL COMPACTION OF GRAVEL BASE REOUIRED PRIOR TO PAVING. 3. CONTRACTOR MAY USE WEAR COURSE MATERIAL IN UEU OF BASE COURSE MATERIAL 4. USE PLATE COMPACTOR ON EDGES OF BASE COURSE PATCH. 5. ALLOW BASE COURSE TO FULLY COOL BEFORE PLACING WEAR COURSE. 6. ROLL PATCH FROM EDGES TO CENTER. REMOVE OR ADD MATEPo DURING ROLLING SO PATCH IS TRUE AND LEVEL WITH SURROUNDING SURFACES. CONTRACTOR TO STRINGLINE All PATCHES PRIOR TO APPROVAL- 7 PPROVAL7MNDOT 2360-013DINAWY COMPACTION METHOD REWIRED. �Off�ffp� TYPICAL STREET 11 PATCHING BITUMINOUS REVISE: •-I, PATE NO.: ENGINEERINGDEPARTMENT 5202A FILE NAE:G G SPECS SE2A lo' rose maw P/L NO CURB h GUTTER USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. Is cuss orsewr Pam wsx ResmTr s if xAmroWw Auurs ffi -]r YAY YOm AT RAa 0.aw Y. Mee •ww arVeh,6N Ya e IEgRa rY Y�IY Y Fac of R PAMLdT Ir sAYar esw two o- awwwnr wort ra. Senn PATIO Vaaa Nr TM{ M3rE PAwIG �c as Imrlrls sums o.. 1AMI ENT To wo esv¢ w it ® SM 6 SMki 4c1Oe wed its PAwPai RI Wlrl FMlrn 511rEr 4Clw nPOeES 1Ni]ES 10 nE Irli as MY 9VA YaYY rf 1-Y of r Rx ss caw a a-ls s wrm r Class rcase s I'm s CURB h GUTTER le wa Row PAL so' wa asrvkwr cam rs¢ Pllaenn F xMmmWA utII6 xr wAx cam r naw. 1!e B waw ir..a anewca, RMY6 n TaEa. F S� cats[ a aw Y ]• w� O olawwPY nWr Raw stes Ica rwr r rr errs w camar anlLYio.M r a' n vs s em aaa c r iw aw raos m E wa5wan 1MiW cot rrc arca rart snasr Enmwr cora E use wo Wer ar Eila�®ro >SE rnArsT uwir a caeca a a vi ar rt Err m lr IExr Jahr no arta ur YNIIA•e PRa91 sANxAx affu RESIDENTIAL BITUMINOUS DRIVEWAY ENTRANCES WITH AND WITHOUT CURBS REVIsm z -lo ENGINEERING DEPARTMENT PUE N .; 5209 FlLE rWEG G SPE(5 5NN DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. UL[, G �� /dyl�/�� ERS SL'°°F c� ora SATHRE-BERGQUIST, INC. w -� m ,,,, � 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 N �� otieRs P`P�? CITY PROJECT NO. DETAIL SHEETS ARBOR GLEN GOLF LAKE CONDOS, LLC FILE NO. 23605-001 DLS - DRAWN BY CHANHASSEN, MINNESOTA 9 11 DLS CHECKED BY DLS DATE DANIEL L. SCHMIDT, P.E. Date: 1-11-17 Lic. No. 26147 04/08/15 VARIABLE Emu O HYDRANT VALVE BOX 6' ' VARIES 5"-6' (SEE PLANS) 1/4' PER FT. ELOPE TO ROM)NAY CURB 4' CUSS 5 BASE 2' 3' 2.5' Min. CONCRETE SEE NOTES 1 & 3 NOTES: 1. TYPICAL 6' THICK CONCRETE SIDEWALK. 2. USE 8' THICK FOR COMMERICAL DRIVEWAY CROSSING. 3. JOINT SPACING AT 5' INTERVALS. EXPANSION JOINT SPACING AT 100' INTERVALS AND WHEN ABUTTING EXISTING CONCRETE OR STRUCTURE. off OF CONCRETE SIDEWALK REMsSe.. 1-10 PUTS NO.: ENGINEERING DEPARTMENT 5214 FILE NMF G, S EC5 5214 6' x 24' or 30' or 36" Traffic Sign Double Aluminum Street as Required Sign - Both Directions 2.5LB. 7' Upper o Galvanized Steil Sign Post 2 3/8' O.D. (2) 5/16' x 1' Galvanized Steel cPost Bolts - Pipe 12 Guage s e Tamperproof r $ with Wasters d In 2' Min Curb I c Anshan Pbte 3LB. ]' Mchor n - 'call Driven Typical Street Typical Traffic Sign Installation Sign Installation •_FI Bolt Post With Sign to Post in Concrete Post Ezpansion Joint Materbl E 4 Sides Full Depth T m 2 Typical Sign Installation In Concrete Median Anchor Plate Detail NOTES' 1. For Boulevard Location of Street Signs and for Traffic Signs, Contact Chanhassen Street Superintendent (952-227-1303). 2. For Material Specifications See Section 4.11 of Starldard Street Specs. 3, Traffic Signs with 9 Sq. Ft. or More of Surface Area and 36' or Larger in Size. Must be Mounted with Two Separate Posts. 4. For Pr'Nate Streets, Signs Shall be tae Some as Aboxe, Except Lettering to be White on Blue Background. QPIOP STREET AND TRAFFIC SIGN INSTALLATION IEWsm. 1-10 ENGINEERING DEPARTMENT Puro No.. 5217 ntE WYE&\ENG\WETS\5217 AB JS, n12-0882 HARDWARE PAOU(£ INCLAXIM .p_ (4) 1•x4• GJLV. CARRIAGE BIL 5 TILL THREADS. �V (4) ROUND FLAT WAsi (5) 1• Alli \I\ (4) LOCK W/,SIUtS. 8 (a) s. rt r T,APIm RETANNO MASER. Els• RZttELE FOA BOLI O (4) NOTa16 N SHAFT To AUOw BOLT HEAD ry CLEARANCE 7.d. MOM 1. 41M511. Nor DIP QN_VANZE PER AM -AIM (LATEST REvisal ;., z. eAsm.AE m BE PpPBEK10.M ro SHAT AXIS (a r) AND HaE cwTERUNE CONmnac (4.185) TO SHAFT us 1 STORIL MN 1/2 N. IETIFRS YNIOFMIIEAiS NIAIBER AMA GALVANIZING 4. PILOT PONT AND SHAFT AYES To BE 0CM ENl (+/_ '0 9.66' DIA. 125 F/R) AND N UNE (+/- n. m i PLAE WT SLOT PBiPENCIORM roTHE BASFFLAM 6. PREHEAT. Rw9EAlA5i. HANDGRND. AND QEAN BASEPLATE xFjX AND MWT POST M ALL WELDED AREAS 7. fUYEar NRF¢KMmES F[RRYS9ME (1) VALLEYS N0T TO EXCEED 3/32' BELOW IWAll SURFACE LEH (2) PENIS M PoUT1W WREfAAIAIRES war To EX® I/S 14•gA ABOYE NOMINAL SURFACE LEXfL an MIFASECTIONS a Hn1X XOIMK SURFACES Iarrof LIGHTING I ASSEMBLY BASE DETAIL "�1BED2-°B ENGINEERING DEPARTMENT PURE No.. 5241 FllE NWEG G SKCS 5241 +1 k PMl ei h�I I i 9xx I �It II� �LINp�DA Pedestrian Curb Ramps 1 Page iof 5 aLWSED: s-14 ENGINEERING DEPARTMENT Puro 5215 RE IIBE:G\nlC\SE£Cg\5215 CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NO NOTES: PARKING 1. SIGNS TO BE A MINIMUM OF 12' X 18' FIRE 2. RED ON WHOE is PREFFERED. LANE 3. ELM OR EQUAL ENGINEER'S GRADE REFLECTIVE SHEETING ON ALUMINUM IS PREFFERED. C WORDING SHALL BE: NO PARKING FIRE LANE 5. SIGNS SHALL BE POSTED AT EACH END OF THE FIRE LANE AND AT LEAST AT EVERY 75' INTERVALS ALONG THE FIRE LANE. 6. ALL SIGNS SHALL BE DOUBLE SIDED i FACING ME DIRECTION OF TRAVEL 7. POST SHALL BE SEF BACK A MINIMUM OF 24' BUT NOT MORE THAN 36' FROM THE HACK OF CURB. 8. A FIRE LANE SHALL BE REQUIRED IN FRONT OF FIRE DEPARTMENT 2' MIN. CONNECTIONS EXTENDING 5' ON EACH SIDE AND ALONG ALL AREAS DESIGNATED BY THE FIRE CHIEF. IIECURB CHAIHASSEN FIRE DEPARTMENT FIRE PREVENTION POLICY 06-1991 DATED JANUARY 15, 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, WITH A SITE PIAN, FOR APPROVAL BY THE FIRE CHIEF. R IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. QnOF FIRE LANE SIGNAGE RENSEU 1-1a PRATE NO_ ENGINEERING DEPARTMENT 5218 FILE WYEG C\SPECS\5218 8'-0 I 2.-0" BA_v'w A� ASTM A28-(UT6T REVISION) T-0' Y U SIRUCRINA SRL (CONFORM To AASHM TECH. FLOW I � BUL 1270.) AID TOWARD ROADWAY ,RIAETL AM: A252 -(LATEST REASON) (RAGE 2 SIEFL PIPE TUM ALTERNATE YATERIIL ASTM ILL RIDIAL SECRIXE M°RIIK In Axis S AS2 � "7EST REW4d) tt E OR B. MACE B. S PPE OR AM A500 -(-,REST REASON) MADE B STRUCTURAL SRIl TLMIND. Is DDE: AM A606-(IAIEST REVISION) Nor RQIEa 1't= SR PILor POST, AM A575-(IRESI PENSION) alFFl r �+ PITCH Bu. BOLg CARR BOLT PER MN4 Miff. 845 JAES -1 r MADE -5. la BA44UTE Is PERMANENTLY STAYED wT_H NL IA mcIIObMAL NY To AX'S +/- 3 YANDFAC11 S YIEN1R1Gl1aN -ASC' N 1/2 IETIEAS AND DArE CQE IN 1/4• UEOFRi 11. HMDWAE BIgND BE PAHA® IN BOEW BAG AND Ir ATTACHED TO FOUNDATION. HELIX MIST BE FORMED BY MATCHINGNETK I=11=11. OE RECOETbED TMaUE ND OEAIFR TNAN 16-gasFT. LR. (sat NEW OF TIME NELGK FORM) � I � Iarrof LIGHTING I ASSEMBLY BASE DETAIL "�1BED2-°B ENGINEERING DEPARTMENT PURE No.. 5241 FllE NWEG G SKCS 5241 +1 k PMl ei h�I I i 9xx I �It II� �LINp�DA Pedestrian Curb Ramps 1 Page iof 5 aLWSED: s-14 ENGINEERING DEPARTMENT Puro 5215 RE IIBE:G\nlC\SE£Cg\5215 CHANHASSEN FIRE DEPARTMENT POLICY REQUIREMENTS FOR FIRE LANE SIGNAGE NO NOTES: PARKING 1. SIGNS TO BE A MINIMUM OF 12' X 18' FIRE 2. RED ON WHOE is PREFFERED. LANE 3. ELM OR EQUAL ENGINEER'S GRADE REFLECTIVE SHEETING ON ALUMINUM IS PREFFERED. C WORDING SHALL BE: NO PARKING FIRE LANE 5. SIGNS SHALL BE POSTED AT EACH END OF THE FIRE LANE AND AT LEAST AT EVERY 75' INTERVALS ALONG THE FIRE LANE. 6. ALL SIGNS SHALL BE DOUBLE SIDED i FACING ME DIRECTION OF TRAVEL 7. POST SHALL BE SEF BACK A MINIMUM OF 24' BUT NOT MORE THAN 36' FROM THE HACK OF CURB. 8. A FIRE LANE SHALL BE REQUIRED IN FRONT OF FIRE DEPARTMENT 2' MIN. CONNECTIONS EXTENDING 5' ON EACH SIDE AND ALONG ALL AREAS DESIGNATED BY THE FIRE CHIEF. IIECURB CHAIHASSEN FIRE DEPARTMENT FIRE PREVENTION POLICY 06-1991 DATED JANUARY 15, 1991 ANY DEVIATION FROM THE ABOVE PROCEDURES SHALL BE SUBMITTED IN WRITING, WITH A SITE PIAN, FOR APPROVAL BY THE FIRE CHIEF. R IS THE INTENTION OF THE FIRE DEPARTMENT TO ENSURE CONTINUITY THROUGHOUT THE CITY BY PROVIDING THESE PROCEDURES FOR MARKING OF FIRE LANES. QnOF FIRE LANE SIGNAGE RENSEU 1-1a PRATE NO_ ENGINEERING DEPARTMENT 5218 FILE WYEG C\SPECS\5218 8'-0 AT 6 H. MAX. SP AT 2.-0" 4'-0' T-0' / LOCATED x TIP 8' TIRE COMPACTION ZONE FLOW I � 1/2'x6' Galvanized Botts withCut Washers (Carriage, Hex. or Sq.) 7-1/21 r Y rearea Wood Posts 4•x4' x 8'-0' M. 2 Grade Lumbar or better NO E The nae sine board face red striping, shall in Tully iecti she in conforms silver the ars red striping, using a reflective sheeting conforming to the requirements of MnDot Spec. 7352.2A2a, Standard No. 1. Prior to installing the reflective sheeting, the barricade boards shall be given a complete coating of White Wood Primer paint conforming to MnDot spec 3513. followed by a second coal of white paint conforming to MnDot spec. 3531 applied only to the surfaces not covered with reflective sheeting. The barricade boards shall be completely painted ars reflectorized sheeting applied before being installed on the posts. The barricade shall be placed 10'-0' from end of bituminous road, barricades to be centered on the roadway, to be facing trartc flow. Barricadesto be installed in accordance with the Minnesota Manual on Uniform Traffic CA1ont,N Devices. p �LL�IE�opEpp� TYPICAL 1�1 BARRICADE REvlsn. 1-10 ENGINEERING DEPARTMENT Pure N°.. FlDI XAM:: i:;; \sECS\52M 5244 QPIOf Pedestrian Curb Ramps Page 2 of 5 REYIs6p: 3 to ENGINEERING DEPARTMENT PULE XO 5215A FILE NMIE:¢\ac SPEcs\sasA 10' AGGREGATE BASE a MNDOT SELECT GRANULAR BORROW p E a COURSE FILTER AGGREGATE MNUOT 3149.2H p w 12' DEEP f- GRAOE TO DRAIN CLAY SUB -G 4' PERFORATED PIPE NOTCH CLAY SUB -GRADE GEOTEXTILL WRAP (3733, TYPE 1) FOR PIPE PLACEMENT TRENCH DETAIL Perforated PVC 6' CONC. COLLAR PIPE DETAIL GROUT AROUND PIPE 1.CCLLEEANOUTS REQUIRED AT 300' INTERVALS E ALL ENDING POINTS. 2. SWNG TIES TO BE SHOWN ON AS -GUILTS FOR ALL ENDING POINTS TO ALL DRAINTILES. 3. OPENINGS IN STRUCTURE FOR DRAINTILE TO BE FABRICATED OR CORE DRILLED. 4. THIS DUAL TO BE USED WHEN 2' OR MORE OF EXISTING SOIL SUB CUT IS NECESSARY. EY 4" SUB -SURFACE DRAINTILE Rensm:3-14 ENGINEERING DEPARTMENT Puro t1D 5232 FILE WYE¢ SF£CS\52]2 5 FT MN. LENGTH STEEL POST AT 6 H. MAX. SP AT kX30C ]P TEs !MITDLnIE FABRIC / 56 E.ICE (aa Ln. tE1CilE) / LOCATED x TIP 8' TIRE COMPACTION ZONE FLOW naw AND STANDARDS DESIGN LOADS _ mmz mn m I- AID TOWARD ROADWAY I�,n A� a ow,c w A -®w Is MACHINESIF£ 1't= wW oAwlu wE 87-12" DEPT SLT FENCE, MACHINE SJCED(DU 5 IT. MN. LBMTH SBFL POSTE �ssOfina LE AT 6 FFABRICFr. MAK WACNG 0r aw RO _ZO a « T,m ow IN. SLT FENCE, PREASSEMSLEDQM SILT FEN(£, HEAVY DUTY BAaO1LL slLr FEx¢ To BE PLACED ON CONT. SEE SUPE/(RADE AXO LENGTH CRITERIA BELOW LESS MAN 22 100 FEET 2 - i s 75 FEET 5 -TGs 50 FEET BE,gS 10 - A s 25 FEET SILT FENCE Pat MNDOT SPECS. $DIRGE OEAIEA THAN 2°S 1s FEET BEE sacs M73 a sees. LOCATION OF SILT FENCE (� To Protect Nm Fmn Swer Flow FOR SEDIMENT CONTROL 2 Wdmum PmbFUKig Ates 1 Ave VARIABLE�01OF , DESIRABLE_ SILT FENCE EAR TOE OF sLaPE OUTSIDE BE CMSIRUCTON LAPIS E FOR PEREMITER CONTROL �I�n�p�g•p�� SILT 4NOS10••MM FENCE REwRM 3-12 ENGINEERING DEPARTMENT Pure No_ 5300 FILE NMIEG G sN:cs 53(1° Pedestrian Curb Ramps Page 3 of 5 REVISED: 3-14 ENGINEERING DEPARTMENT �� 52156 fllf NUIE¢\ENG\sPELs\SnsB 3' 4' -6 - Topsoil TRENCH DETAIL PERFORATED PVC ..:^ GROUT 6' AROUND CO PIPE PIPE DETAIL LLAR 1NOTES.CLEANOUTS REQUIRED AT 300' INTERVALS & ALL ENDING POINTS. 2. SWING TIES TO BE SHOWN ON AS-BUILTS FOR ALL ENDING POINTS TO ALL DRAINTILES. 3. OPENINGS IN STRUCTURE FOR DRNNTILL TO BE FABRICATED OR CORE DRILLED. ALTERNATE 4" SUB -SURFACE DRAINTILE O}14 ENGINEERING DEPARTMENT Puro XO 5233 SUE NAYEG C SPECS 5211 1'-2' CLEAN CRUSHED ROCK 7$. / \ 6'NIN.DEPTH FOR ROCK (ill,NF 10'MIN.DEPIH FOR WOODCHIPS � RQ �YirJJ, 18' MINIMUM CUT OFF BERM TO MINIMIZE RUNOFF FROM STE FILTER FABRIC O� MAs VA q0 NOTE: FILTER FABRIC SHALL BE PLACED UNDER ROCKK. TO STOP MUD MIGRATION THROUGH ROC M79 CONSTRUCTION CONSTRUCTION Rom ENTRANCE REVISED: 1 -la PURE x0.: ENGINEERING DEPARTMENT 5301 Fll£ NAIE:G\aRC\SPE6 8X11 1' DIAMETER ROCK FILTER NOTE SILT FENCE PER MNDOT SPECIFICATIONS, SOURCt MACHINE SLICED WOVEN MONOFILAMENT, 36' NO FASTENED TO STEEL T - WITH 3 (SOLB) TENSILE STRENGTH PLASTIC ZIP TIES PER T-POST.(MACHINE SUCED) 4' MINIMUM WITH I �E�yL11�IaTE� OFFROAD CATCHBASIN 4m1Y�aD0 FILTER BARRIER ENGINEERING DEPARTMENT 1777 No 5302 FILE WzzE&VHc\`PEes\siaz Pedestrian Curb Ramps Page 5 of 5 REVISE& >-14 ENGINEERING DEPARTMENT Puro 5215D RLE NAIVE&\ENG\SPECS\52150 i �II • g4 1 • i • w 5 Ill'II�P Tr I I I�i•Ei i �i i��i i� �� '�•� • •-• i >• 4_'• 4 • dei • ' II 11 11=11 11 11=11 11 11 AND STANDARDS DESIGN LOADS _ mmz mn m I- AID TOWARD ROADWAY I�,n A� a ow,c w A -®w Is Q uwm srxorm rc auu c ItK-X olc sE1 Is wW oAwlu wE a•• to • K EA Qi rnPE.eala m•• Lw I © arwx. Euww..,Ixla•Faa,Exwaa.ssx.E erz •raE x-nevse sem unea BEsmxwasW'�wmrc,m°•aawi COMPACTED SVBGRN)E a �s ►fir BMIB•Vtf I,ISY@f NE I(e a1M . wx®,M, T!E xY 514 PER SOIL ENGINEER A I=1Ie=11-IR=11- I=11=11. - • ILS Ih,.ILm11 7f � I � 3. THIS DECAL / SPECIFICATIONS ARE MINIMUMN REQUIREMENTS, ADDITIONAL DESIGN MAY BE REQUIRED DEFENDING ON EXISTING SUB -GRADE SOIL CONDITIONS. M I� • MATERIAL, BLACK DIM. OR ORGANIC SOILS ALLOWED. • � M IM •vanT . Fxux. xx i l N. L TRAIL M I' =a 4-1a ENGINEERING DEPARTMENT Puro NO 5216 f0F NMI.&\ENG SKCS\5218 awwe •na e. „ff wean Ar RRm Muc Fuc Ma waswY) E Pedestrian Curb Ramps Page 4 of 5 flDASFD: -1 JG4�\: ENGINEERING DEPARTMENT PLATE W.:FIre 5215C �E 1' DIAMETER ROCK FILTER NOTE SILT FENCE PER MNDOT SPECIFICATIONS, SOURCt MACHINE SLICED WOVEN MONOFILAMENT, 36' NO FASTENED TO STEEL T - WITH 3 (SOLB) TENSILE STRENGTH PLASTIC ZIP TIES PER T-POST.(MACHINE SUCED) 4' MINIMUM WITH I �E�yL11�IaTE� OFFROAD CATCHBASIN 4m1Y�aD0 FILTER BARRIER ENGINEERING DEPARTMENT 1777 No 5302 FILE WzzE&VHc\`PEes\siaz Pedestrian Curb Ramps Page 5 of 5 REVISE& >-14 ENGINEERING DEPARTMENT Puro 5215D RLE NAIVE&\ENG\SPECS\52150 i �II • MANUFACTURED NT' WIMCD,LLC.SHAKOPEE. MN., 1 • i • w 5 Ill'II�P Tr I I I�i•Ei i �i i��i i� �� '�•� • •-• i >• 4_'• 4 • dei • ' II 11 11=11 11 11=11 11 11 AND STANDARDS DESIGN LOADS _ mmz mn m I- AID TOWARD ROADWAY I�,n A� a ow,c w A -®w Is Q uwm srxorm rc auu c ItK-X olc sE1 Is wW oAwlu wE a•• to • K EA Qi rnPE.eala m•• Lw MODEL#CG23 © arwx. Euww..,Ixla•Faa,Exwaa.ssx.E erz •raE x-nevse sem unea BEsmxwasW'�wmrc,m°•aawi COMPACTED SVBGRN)E a �s ►fir BMIB•Vtf I,ISY@f NE I(e a1M . wx®,M, T!E xY 514 PER SOIL ENGINEER cNOTEc. �Nsswc, � Yacan�W wmlrxmw wMSMr a ma. wN n I=1Ie=11-IR=11- I=11=11. - • ILS Ih,.ILm11 7f � I � 3. THIS DECAL / SPECIFICATIONS ARE MINIMUMN REQUIREMENTS, ADDITIONAL DESIGN MAY BE REQUIRED DEFENDING ON EXISTING SUB -GRADE SOIL CONDITIONS. M I� • MATERIAL, BLACK DIM. OR ORGANIC SOILS ALLOWED. • � M IM •vanT . Fxux. xx i l N. L TRAIL M I' =a 4-1a ENGINEERING DEPARTMENT Puro NO 5216 f0F NMI.&\ENG SKCS\5218 awwe •na e. „ff wean Ar RRm Muc Fuc Ma waswY) E 1' DIAMETER ROCK FILTER NOTE SILT FENCE PER MNDOT SPECIFICATIONS, SOURCt MACHINE SLICED WOVEN MONOFILAMENT, 36' NO FASTENED TO STEEL T - WITH 3 (SOLB) TENSILE STRENGTH PLASTIC ZIP TIES PER T-POST.(MACHINE SUCED) 4' MINIMUM WITH I �E�yL11�IaTE� OFFROAD CATCHBASIN 4m1Y�aD0 FILTER BARRIER ENGINEERING DEPARTMENT 1777 No 5302 FILE WzzE&VHc\`PEes\siaz Pedestrian Curb Ramps Page 5 of 5 REVISE& >-14 ENGINEERING DEPARTMENT Puro 5215D RLE NAIVE&\ENG\SPECS\52150 DEFLECTOR PLATE OVERFLOW 1 - CENTER OF FILTER A r 0VERRON 2 - TOP OF CURB BOX '10' FILTER ASSEMBLY 1-03-23 HICH-FLOW HIGH-FLOW FABRIC NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. �I�d�I1I1�OpF� CATCH BASIN IIS SEDIMENT TRAP FlBEiE�xr2Aea\BNc\sPEcsWazA ENGINEERING DEPARTMENT Puro '10 S302A SEDIMENT TRAP a - MANUFACTURED NT' WIMCD,LLC.SHAKOPEE. MN., LL FILE NO. 23605-001 ESS BROS., CORCORAN, MN. OR EQUAL MINIMUM 11' 12' SPECIFICATIONS _ AND STANDARDS DESIGN LOADS _ mmz mn m I- AID TOWARD ROADWAY ozRx A� a ow,c w A -®w -..e. wmt ns w¢moa„es rr naa Q uwm srxorm rc auu c ItK-X olc sE1 TOPSOIL TYPICAL wW oAwlu wE a•• to • K EA Qi rnPE.eala m•• Lw MODEL#CG23 © arwx. Euww..,Ixla•Faa,Exwaa.ssx.E erz •raE x-nevse sem unea BEsmxwasW'�wmrc,m°•aawi COMPACTED SVBGRN)E a �s ►fir BMIB•Vtf I,ISY@f NE I(e a1M . wx®,M, T!E xY 514 PER SOIL ENGINEER cNOTEc. �Nsswc, � Yacan�W wmlrxmw wMSMr a ma. wN n NOTES, 1. SHOULDERS TO BE BACKFILLED AND RESTORED WITH 3. OF TOPSOIL AND RE -VEGETATED WITH SOD OR SEED / MULCH. 2. THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 100% MAINTENANCE BOND UPON CITY ACCEPTANCE. 3. THIS DECAL / SPECIFICATIONS ARE MINIMUMN REQUIREMENTS, ADDITIONAL DESIGN MAY BE REQUIRED DEFENDING ON EXISTING SUB -GRADE SOIL CONDITIONS. M I� • MATERIAL, BLACK DIM. OR ORGANIC SOILS ALLOWED. • � M IM •vanT . Fxux. xx xwAAwrx, sz xrnwx.. mom sew wo rx sea mw BITUMINOUS L TRAIL nioo x colour. DEFLECTOR PLATE OVERFLOW 1 - CENTER OF FILTER A r 0VERRON 2 - TOP OF CURB BOX '10' FILTER ASSEMBLY 1-03-23 HICH-FLOW HIGH-FLOW FABRIC NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. �I�d�I1I1�OpF� CATCH BASIN IIS SEDIMENT TRAP FlBEiE�xr2Aea\BNc\sPEcsWazA ENGINEERING DEPARTMENT Puro '10 S302A SEDIMENT TRAP I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 1 � ��/�Q� �`�� i��v`�_ vwv miu, navl's Trim n s n•ax uw,•c or MANUFACTURED NT' WIMCD,LLC.SHAKOPEE. MN., LL FILE NO. 23605-001 ESS BROS., CORCORAN, MN. OR EQUAL MINIMUM 11' 12' SPECIFICATIONS _ AND STANDARDS DESIGN LOADS _ mmz mn m xp AID TOWARD ROADWAY ozRx A� a ow,c w A -®w -..e. wmt ns w¢moa„es rr naa Q uwm srxorm rc auu c ItK-X olc sE1 TOPSOIL TYPICAL wW oAwlu wE a•• to • K EA Qi rnPE.eala m•• Lw MODEL#CG23 © arwx. Euww..,Ixla•Faa,Exwaa.ssx.E erz •raE x-nevse sem unea BEsmxwasW'�wmrc,m°•aawi DEFLECTOR PLATE OVERFLOW 1 - CENTER OF FILTER A r 0VERRON 2 - TOP OF CURB BOX '10' FILTER ASSEMBLY 1-03-23 HICH-FLOW HIGH-FLOW FABRIC NOTES: 1. CLEAN FILTER MEDIA AFTER EACH RAN EVENT AND REPLACE IF FILTER IS CLOGGED WITH SEDIMENT. 2. REMOVE DEBRIS/SEDIMENT FROM RECEPTACLE AFTER EACH RAIN EVENT. �I�d�I1I1�OpF� CATCH BASIN IIS SEDIMENT TRAP FlBEiE�xr2Aea\BNc\sPEcsWazA ENGINEERING DEPARTMENT Puro '10 S302A LIGHTING 4lueooslum POLE EMSFIK z -M ENGINEERING DEPARTMENT x0.. 5240 FllE NAMEG SPECS 5240 WOODEN LAM SHALL BE NAILED SECURELY TO RIE POST MEMBER TO SECURE FILTER FABRIC. 2' X 4- X 3' LONG WOOD POSTS. 8 REO"D.-7 2' X 4' HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE 3SM-1 (MACHINE SLICED). ADDITIONAL 8-10' OF FABRIC FLAP AT BOTTOM OF SOX m r NOTES, CONTRACTOR SHALL CONSTRUCT SIT BOX TO FIT AROUND THE INLET STRUCTURE ETH 6' MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6' BELOW STRUCTURE OPENING, TOP OF SILT BOX TO EXTEND 18' MINIMUM ABOVE EXISTING GRADE 2' WASHED ROCK 1' DEEP X 2' WIDE 911 IF SILT BOX SEDIMENT TRAP Re4sm. 1-1a ENGINEERING DEPARTMENT Puro FILE wJNe¢vAFNG\BEEcS\. 5302G DESIGNER NO. BY DATE REVISIONS w I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 1 � ��/�Q� �`�� i��v`�_ vwv miu, navl's Trim n s n•ax uw,•c or VARIABLE LL FILE NO. 23605-001 0 LL MINIMUM 11' 12' VARIES lo, 1/Y PER SLOPE Q An auu M wnANaM otN® xM-r .� tzar:. r:. trA tsc} AID TOWARD ROADWAY Q] IRxxx srMYYO 9VIL E 0E„ E,£-GlaxC Ea1rL TM9N slHl IUFI•Fw• FNwaA soa so, -s a renam mu. CURB � ,sense GRMoi RP oRow.tc 04/08/15 Q uwm srxorm rc auu c ItK-X olc sE1 TOPSOIL TYPICAL Os a�°m191A1E1AOi'�,E"west�rxT,n-rr,xss 3' MNDOT 2360 SPWE8340B Qi rnPE.eala m•• Lw 6' CUSS 5 BASE © arwx. Euww..,Ixla•Faa,Exwaa.ssx.E erz •raE x-nevse sem unea BEsmxwasW'�wmrc,m°•aawi COMPACTED SVBGRN)E a �s ►fir BMIB•Vtf I,ISY@f NE I(e a1M . wx®,M, T!E xY 514 PER SOIL ENGINEER cNOTEc. �Nsswc, � Yacan�W wmlrxmw wMSMr a ma. wN n NOTES, 1. SHOULDERS TO BE BACKFILLED AND RESTORED WITH 3. OF TOPSOIL AND RE -VEGETATED WITH SOD OR SEED / MULCH. 2. THE CONTRACTOR OR DEVELOPER SHALL SUPPLY A 2 YEAR 100% MAINTENANCE BOND UPON CITY ACCEPTANCE. 3. THIS DECAL / SPECIFICATIONS ARE MINIMUMN REQUIREMENTS, ADDITIONAL DESIGN MAY BE REQUIRED DEFENDING ON EXISTING SUB -GRADE SOIL CONDITIONS. 4. BITUMINOUS TRAILS MAY NOT BE CONSTRUCTED ON UNSUITABLE SOILS. NO WASTE MATERIAL, BLACK DIM. OR ORGANIC SOILS ALLOWED. • � M IM •vanT . Fxux. xx xwAAwrx, sz xrnwx.. mom sew wo rx sea mw BITUMINOUS �Y�I1�1•Rpp� 4 TRAIL nioo x colour. =a 4-1a ENGINEERING DEPARTMENT Puro NO 5216 f0F NMI.&\ENG SKCS\5218 LIGHTING 4lueooslum POLE EMSFIK z -M ENGINEERING DEPARTMENT x0.. 5240 FllE NAMEG SPECS 5240 WOODEN LAM SHALL BE NAILED SECURELY TO RIE POST MEMBER TO SECURE FILTER FABRIC. 2' X 4- X 3' LONG WOOD POSTS. 8 REO"D.-7 2' X 4' HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE 3SM-1 (MACHINE SLICED). ADDITIONAL 8-10' OF FABRIC FLAP AT BOTTOM OF SOX m r NOTES, CONTRACTOR SHALL CONSTRUCT SIT BOX TO FIT AROUND THE INLET STRUCTURE ETH 6' MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6' BELOW STRUCTURE OPENING, TOP OF SILT BOX TO EXTEND 18' MINIMUM ABOVE EXISTING GRADE 2' WASHED ROCK 1' DEEP X 2' WIDE 911 IF SILT BOX SEDIMENT TRAP Re4sm. 1-1a ENGINEERING DEPARTMENT Puro FILE wJNe¢vAFNG\BEEcS\. 5302G DESIGNER NO. BY DATE REVISIONS GETIDR�EIES� TWE R L �RMRE 0 I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 1 � ��/�Q� �`�� i��v`�_ vwv miu, navl's Trim n s n•ax uw,•c or CITY F'HUJt(:I NU. r FILE NO. 23605-001 e"mxa�'ss: m1p�"es mv�m •s•w•v DLS M �xaoanw. anTwIu new CHANHASSEN, MINNESOTA Q An auu M wnANaM otN® xM-r .� tzar:. r:. trA tsc} DLS CHECKED BY Q] IRxxx srMYYO 9VIL E 0E„ E,£-GlaxC Ea1rL TM9N slHl IUFI•Fw• FNwaA soa so, -s a renam mu. Mx -'�P � ,sense GRMoi RP oRow.tc 04/08/15 Q uwm srxorm rc auu c ItK-X olc sE1 : Os a�°m191A1E1AOi'�,E"west�rxT,n-rr,xss Qi rnPE.eala m•• Lw © arwx. Euww..,Ixla•Faa,Exwaa.ssx.E erz •raE x-nevse sem unea BEsmxwasW'�wmrc,m°•aawi a �s ►fir BMIB•Vtf I,ISY@f NE I(e a1M . wx®,M, T!E xY 514 cNOTEc. �Nsswc, � Yacan�W wmlrxmw wMSMr a ma. wN n wm u 6 vN au m vE an. W. uvwas Eno Ato aE avMT,m10 v W cMXr uam AsssMa sw1 • srx®n>M seem. N •wc� xo wpmtm raa °E "sr. wxNlwE gmur ••'moo'�"izHs'xc'�'rnssvzE' As Auawm xsP. •nmuaw: ru„°P Eat N n,cvr ensu exxu .uro ax¢ • � M IM •vanT . Fxux. xx xwAAwrx, sz xrnwx.. mom sew wo rx sea mw �answes Potse wws mim ice on¢ s semen tat® sws i nioo x colour. •6TIYm Ai NL STIEI Y®IE 11xT ofC W 0•�E g �' paH awwe •na e. „ff wean Ar RRm Muc Fuc Ma waswY) LIGHTING 4lueooslum POLE EMSFIK z -M ENGINEERING DEPARTMENT x0.. 5240 FllE NAMEG SPECS 5240 WOODEN LAM SHALL BE NAILED SECURELY TO RIE POST MEMBER TO SECURE FILTER FABRIC. 2' X 4- X 3' LONG WOOD POSTS. 8 REO"D.-7 2' X 4' HORIZONTAL MEMBERS CONTINUOUS AROUND TOP AND BOTTOM. FASTENED TO EACH POST USING 2-16D COMMON NAILS MONOFILAMENT GEOTEXTILE FABRIC AS PER MNDOT TABLE 3SM-1 (MACHINE SLICED). ADDITIONAL 8-10' OF FABRIC FLAP AT BOTTOM OF SOX m r NOTES, CONTRACTOR SHALL CONSTRUCT SIT BOX TO FIT AROUND THE INLET STRUCTURE ETH 6' MINIMUM CLEARANCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6' BELOW STRUCTURE OPENING, TOP OF SILT BOX TO EXTEND 18' MINIMUM ABOVE EXISTING GRADE 2' WASHED ROCK 1' DEEP X 2' WIDE 911 IF SILT BOX SEDIMENT TRAP Re4sm. 1-1a ENGINEERING DEPARTMENT Puro FILE wJNe¢vAFNG\BEEcS\. 5302G DESIGNER NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. 1 � ��/�Q� �`�� i��v`�_ `,SERs S�R�F � o w N SAT H RE-BERGQUIST, INC . m y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476000 �' .A, `�� c�FRS P�P�? CITY F'HUJt(:I NU. DETAIL SHEETS ARBOR GLEN GOLF LAKE CON DOS, LLC FILE NO. 23605-001 - DLS DRAWN BY CHANHASSEN, MINNESOTA 10 11 DLS CHECKED BY DLS DATE DANIEL L. SCHMIDT, P.E. Date: 1-11-17 Lic. No. 26147 04/08/15 I. ROK WEEPER MNDOT TYPE 9 MULCH (1)j' WASHED ROCK) DIRECTION OF SURFACE FLOW TYPE IV GEOTEXRLE FABRIC ANCHORED IN 6' X 6' WHICH WITH 6'. 11 GAUGE METAL STAPLES AT A' INTERVALS — / STAPLE DOWNSTREAM SIDE OF FABRIC AT 2' INTERVALS MOOT TYPE 9 MULCH (1 )r wKshm ROCN) STAPLE DOWNSTREAM SDE OF FABRIC AT 2' INTERVALS DIRECTION OF 1 SURFACE FLOW _ % TYPE N CEOTEXRLE FABRICS ANCHORED N 6' X 6 TRENCH MNNDOT TYPE 9 MULCH WITH 6', it GAUGE METAL (1 )S' WASHED ROCK) STAPLES AT +' INTERVALS B' TOPOSTS D DEN. WATRE WM 36' LONG NUI DEGDRIVEN 21' INTO GROUND AT 30 E SPACING= HEIGHT IN FEET X 100 DEGREE ANNE &ONGENTIRE A THE WATTLE SPACING=(HEIGHT A' O.C. ALONG ENURE WATTLE LENGTH SLOPE GRADIENT 1�R �Uff9 WEEPER DITCH CHECK/ llosloslam DITCH CHECK WITH WATTLE REHGFA 2-10 " i Ful ENGINEERING DEPARTMENT 5302H I P AN PAN VI W r 2' TO 3' WASHEO ROCK AA c2��0Rs S�R`�o p N SAT H RE -B E RG Q U i ST, INC. 0 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 6000 m y 4� 04, P01 L t DRAINAGE WAY N FILE NO. 23605-001 DLS {�1 1'R VtR 3 MINNESOTA L - 2W 5' NUN. II SECTION A -A N41E: DATE 0=3' MIN. 5' MAX DIRECTION OF W=10' MIN, 25' MAY SURFACE FLOW W(FT.)- 10 X DRAINAGE 1 AREA (AC.) 1 T• WYR N50 D + LGEOTIXTLE .cRKmrz WQ V CURB ADJACENT TO LANDSCAPE V CURB INTERSECTION `., Y� FABRIC 119 MIN MREVERSE GRADENT III, TRAP OUT NOTES. W + Sh men 3' • TYPICAL SIDEWALK SECTION T WITHIN INTERSECTION CORNER 2• TRAP USED FOR 2.5 ACRES DRAINAGE AREA OR LESS. DESIGN VOLUME IS A MINIMUM OF 1BOD CUBIC T� FEET PER ACRE OF CON RIBUTING DRAINAGE SIDEWALK N, AREA. 1�11�1� V ` 1 WIrI TEMPORARY SEDIMENT TRAP �.`T}i 2.5 ACRES OR LESS REHS1. 2-10 ENGINEERING DEPARTMENT 7 on' 53021 P! NYE:Q spEcs Swag IPYI®p T n® ®Z!W tYr®O TTT ® ®We. VT wnTI SUCK IvsoonA.R (D lmpomR.W p BTE PEDESTRIAN ACCESS ROUTE CURB A GUTTER DETAIL W� vRn�lj !� wnr m. APlWT,,onsw ®® �� a.e• '—O ver rrPPn q i y CUTE ANC GUTTER QD F®liONGElE1NI M 11Q e M KaaP 1[111QIR rERrf4 M ,N lWC aa. n rwP® .iM M rRprnY C6.li f•. rRRR Yt p�R[i NwM! (D.. IT �n ��Q�UC�RAI�O iLrRP�iE4P N ® eKREZYr lWa Rr�1wWE N1aO RN Y.sold ® �APo RR!!�Y! �VG� �M.rF.Kba4 } I ..: � l%WL.n well RaPN•Ol�'l lir leWu]Y mlP,e 1 .�"Y bnP EMrR•K r a[W1K Rat il— . M1IQ l0 ,s M SIR Po R)1w111 a dn0. PAVEMENT TREATMENT` OPTIONS D FRONT OF Cum W CLUTTER rW RA P o 0Ili wnMPOE NPP wer Po Yfa M we. WPP rC ie M nowe mr.•. IP.61Y/l Pr..RPtRn Owns,ivrlAw K.w.•1•"'- (� PEDESTRIAN WPB RAMP DETAILS --__7 8-6-2014 STANDARD PLAN 5-297.250 1 3 OF 5 .RI.LPili� aefEQ 'e x" ��AA,I�P®tn IDIWTII TOA1eyy�� 4 FTM. RR'AQ ,P�, nfN• O — �tneR� 9RC (! \ SIIaC F41 �y TYPICAL SIDE TREATMENT OPTIONS W Where the flow of water is W sheeting, place sod strips perpendicular to the direction of rater now. SHINGUNG SOD ytP Where Na flow oI rots is concentrated, place sod slips parallel to the direction of OVERLAPPING SOD wale flow. NOTE: Although pegging on sod is not specifically required R is understood that the contractor will be responsble for the successful eataNiahment of the sod induding repair or replacement of sod whiW becomes displaced or damaged due to lack of protection or proper care. �QIZ� SOD 40lllmllm PLACEMENT RErx,AD: 1-10 ENGINEERING DEPARTMENT DE MMME Q 6 5303 ows IT. � tee- --- ---- — RIR.RR �aR�r�Wpl.• 1pi� .d♦v'� ulTlEe la0 M1P llR DETECTABLE EDGE WITH CURB AND GUTTER p APPROACH NOSE DETAIL se. osvalw'wr sMW s TIRiiN U.-0- •`i PEIBQOIC10.YJt i .P�rWen p TIERED PEIPE101C" p O p— a® —© O p• PARALLEL RN .. ; i:amrzr �'—PPwta � DEPRESSED CORNER SECTION A -A oa�va�L PK s PP nnvwo—� :aY nm SECTION C -C SECTION B -B /EPMIIIIQMI® Lw6I rK Kr6 ne MnWrl TYE Y wr6rME Ylri a(liW . SWC R MWE a M 9W. Q ¢•PRO E• !w aKYtrw. 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I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ni�'�//CHANHASSEN,CHECKED '�C/ v_�/v/� 2�lnt c2��0Rs S�R`�o p N SAT H RE -B E RG Q U i ST, INC. 0 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 6000 m y 4� 04, P01 CITY PROJECT NO. DETAIL SHEETS ARBOR GLEN GOLF LAKE CONDOS, LLC GOLF FILE NO. 23605-001 DLS {�1 1'R VtR DRAWNBY MINNESOTA 11 11 BY DLS DATE DANIEL L. 11-17 T, P.E. Date: 1-11-17 Lic. No. 26147 04/08/15 T awe. 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RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ni�'�//CHANHASSEN,CHECKED '�C/ v_�/v/� 2�lnt c2��0Rs S�R`�o p N SAT H RE -B E RG Q U i ST, INC. 0 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476 6000 m y 4� 04, P01 CITY PROJECT NO. DETAIL SHEETS ARBOR GLEN GOLF LAKE CONDOS, LLC GOLF FILE NO. 23605-001 DLS — DRAWNBY MINNESOTA 11 11 BY DLS DATE DANIEL L. 11-17 T, P.E. Date: 1-11-17 Lic. No. 26147 04/08/15 a 60 BUFFER 41,630SF C.S.A.H NO. 18 (LYMAN BLVD.) EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME 25' BY 921.9 21 FTF G 921 - �TF 09 921.3 921.7 WO 1 9' WO WO =912.9 BF912.3 1 BF 913.4 15 14 1 I 13 911.7) �I I I (911.1) � Lw � (912.7) _ J 12 DLS 01/25/17 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. DRAWING NAME NO. BY DATE REVISIONS EKLO BASE 09 DLS 07/26/16 WATERSHED REVISIONS DRAWN BY 10 MDM 07/26/16 GRADING REVISIONS IJW 11 DLS 09/12/16 WATERSHED DISTRICT REV. CHECKED BY 12 DLS 01/25/17 FINAL PLAN SUBMITTAL DLS 13 MDM 04/07/17 REVISE SITE PLAN DATE 14 DLS 04/21/17 REVISE SITE PLAN 04/08/15 USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. ENTRANCE 1TLOT E I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Daniel Schmidt, P.E. Date: 01-11-17 Lic. No. 26147 BUFFER AVERAGING PLAN 41,630 SF C.S.A.H NO. 18 (LYMAN BLVD.) 50 25 0 25 50 100 SCALE IN FEET BUFFER NOTES: 1 0 BUFFER AREAS MUST BE PLANTED WITH NATIVE VEGETATION. SEED MIX TO BE USED IS MN STATE SEED MIX 34-271 WET MEADOW SOUTH AND WEST SEED MIX. AT A RATE OF 100 LBS./ACRE 1.1. BUFFER VEGETATION NOT TO BE FERTILIZED POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES TO BE MINIMIZED TO MAXIMUM EXTENT POSSIBLE SATHRE-BERGQUIST, INC. a _ y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 min cNeR S P Q. CITY PROJECT NO. :HANHASSEN MINNESOTA BUFFER AVERAGING PLAN ARBOR GLEN GOLF LAKE CONDOS, LLC FILE NO. 23605-001 as am 0 0 0 N Z W J CD cc O m a 20'S :TBACK FROM EA." (0'LZ6) (VLZO (9'LZ6) 6 1 1 7 1 8 (9"261 19 ti-EL6 =19 1 8:1 1 9-£16 JS Z1716 A8 0116 - - LL' LZ6 I LZ6 �°JJ L'ZZ6 Ul L9 LZ6 BOJ S'ZZ6 Al LZZZ6 ��J E'ZZ6 _ LO'ZZ6 BUFFER AREAS MUST BE PLANTED WITH NATIVE VEGETATION. SEED MIX TO BE USED IS MN STATE SEED MIX 34-271 WET MEADOW SOUTH AND WEST SEED MIX. AT A RATE OF 100 LBS./ACRE 1.1. BUFFER VEGETATION NOT TO BE FERTILIZED POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES TO BE MINIMIZED TO MAXIMUM EXTENT POSSIBLE SATHRE-BERGQUIST, INC. a _ y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 min cNeR S P Q. CITY PROJECT NO. :HANHASSEN MINNESOTA BUFFER AVERAGING PLAN ARBOR GLEN GOLF LAKE CONDOS, LLC FILE NO. 23605-001 as am 0 0 0 N Z W J CD cc O m a • CHANHASSEN PLANNING COMMISSION REGULAR MEETING FEBRUARY 20, 2018 Chairman Aller called the meeting to order at 7:00 p.m. • 1S-I� MEMBERS PRESENT: Andrew Aller, John Tietz, Nancy Madsen, and Steve Weick MEMBERS ABSENT: Mark Undestad and Mark Randall STAFF PRESENT: Kate Aanenson, Community Development Director; and Bob Generous, Senior Planner PUBLIC PRESENT: Rob Martinson 8679 Flamingo Drive Matt Englund 160 Choctaw Circle Greg Hawks 1806 Colonial Lane Sid Levin 2841 Tanagers Lane Bethany Collins 8465 Mission Hills Lane Jennifer Chou 1471 Camden Ridge Matt Eklo 3360 Bavaria Road Mike McGonagill 2451 Hunter Drive PUBLIC HEARING: ARBOR GLEN: CONSIDER A PUD AMENDMENT REGARDING PERMISSIBLE LOT COVERAGE AND DRIVEWAY LOCATIONS. Generous: Thank you Chairman, commissioners. Planning Case 2018-03 is a public hearing for an amendment to an existing planned unit development. The property's located, the applicant is Golf Lakes Condos Limited Liability Company and it's to amend the PUD standards to permit additional coverage on the individual lots and also to assign a smaller side yard setback for driveways in this district. The site is located at the southwest corner of Lyman Boulevard and Great Plains Boulevard. It was, it's total site is 8.49 acres. The development permits villa style homes which are sort of like a detached townhouse development. Total hard cover within the entire project is limited to 25 percent. The final plat was approved on July 24, 2017. At that time the City approved an 18 lot subdivision and the plans and specifications and development contract for that. This reduced the number of lots that were approved from 21 to 18. Outlot D was created as part of the final plat to accommodate a storm water pond on the property outside of the Bluff Creek corridor and outside of any of the wetland buffer. And then Outlot E was enlarged to include all the wetland buffer that was being required by the watershed district to meet their storm water requirements. As part of the preliminary plat, which was approved on July 11, 2016, 21 lots were approved. As you can see from the design this roadway, while still 0 0 Chanhassen Planning Commission — February 20, 2018 being private was a little bit longer and extending down to the south and it had two smaller forks that were approved. Preliminary approved with that. The 21 lots also had a variance for Lots 1 and 2 on the west side to permit a smaller perimeter setback. As part of the preliminary plat it was pointed out that there was storm water issues that needed to be resolved prior to the final plat approval. Additionally the wetland buffer issues had to be resolved because the wetland buffers were extending up into the lots on the south side of the development. The proposed amendment accounts for the reduction from 21 to 18 lots and reapportions the hard cover within the development. It goes, increases by 350 square feet for individual lot. While these will be higher than 25 percent on the individual lot basis the overall development still remains under the 25 percent hard cover. Additionally this has a 6 foot side yard setback. However our ordinance requires a 10 foot setback for driveways and so it was impractical for them to meet those standards with the house design given that they only had a 25 foot setback from the street to where the house could be built so we're reducing that side yard setback. And because of the redesign the loss of the 3 of the lots. The 2 lots on the west side no longer require a variance so that element is removed from the PUD standards completely. Those are all the changes in the PUD. Otherwise everything else remains the same. Staff is recommending approval of the amendment to the Arbor Glen PUD design standards and adoption of the Findings of Fact and Recommendation. With that I'd be happy to answer any questions. Aller: Any questions of staff at this time? Commissioner Weick. Weick: Page 3. Section B. The setbacks. Does the driveway side yard setback at, sorry, at 5 feet replace the side lot line setback at 6 feet? And how are those different? Generous: Just for the driveway. Weick: How come we wouldn't make it 6 feet? Why doesn't 6 feet work? I guess it's, because we must have amended the side lot line from 10 to 6 originally. Generous: Yeah as part of the original PUD. Weick: And then we're saying even from the 6 we need another. Generous: They want to go down the 1 foot more for their driveway on the front. Weick: Just on the driveway. Generous: Just on the driveway. The house is. Weick: That's why we have two separate lines. Aanenson: Correct. 0 0 Chanhassen Planning Commission — February 20, 2018 Weick: Okay. That's it. Aller: Commissioner Madsen. Madsen: So with this redrawing are the lots now totally outside of the wetland buffer? Generous: Yes they are. Madsen: Okay, thank you. Aller: Any questions? Thank you. At this point in time we'll allow the applicant to come forward and make it's presentation. Welcome sir, if you could state your name and address and representational capacity that would be great. Matt Eklo: My name is Matt Eklo. I'm representing the owner tonight. I don't really have a whole lot I guess you know. Again just kind of what Bob... basically what Bob said. You know we had to reduce our lots from 21 down to 18 and then with some of our house designs on the driveways because they're offset to the one side and they aren't centered on the houses it, our roof lines will still be at the 6 foot but the driveways will encroach a little bit and so that's why we're asking for the 5 foot variance on the driveways. Aller: As a result of the reduction and numbers are the homes themselves larger in square foot? Matt Eklo: No. No. Our plans are, floor plans and designs stay the same. Aller: So your modification is strictly to the driveway and the location of the driveway? Matt Eklo: Yep. Yep. Aller: Any additional questions? Tietz: I just have one. It looks like a better site solution than you had the first time with the reduction of 3 lots. Matt Eklo: Yeah. Tietz: It seems to flow better and. Matt Eklo: Yeah, yeah. Tietz: It looks like your site drainage is going to work better even between the units and how the site lays out. 0 0 Chanhassen Planning Commission — February 20, 2018 Matt Eklo: Yeah. It did. Tietz: It was a tough solution with 21. Matt Eklo: Yeah. Tietz: And pushing out towards 101 so. Matt Eklo: Yeah. Yeah those Lots 1 and 2 there on that west side of the street would have just been. Tietz: By those little dead head roads on the other end off that, that was difficult so yeah this is a better solution for that site. Now have you begun to rip some frost already? Matt Eklo: No we haven't. Tietz: But there's a Cat on site isn't there? Matt Eklo: Yeah that's the earth working company's equipment they left there last fall because they. Tietz: So that's been there for. Matt Eklo: Yep it's been there since end of November, first part of December whenever they. Tietz: Okay. I should be more observant. Aller: At least we know you went and visited. Tietz: I did. Aller: Great. Matt Eklo: Thank you very much. Aller: Okay with that we'll open up the public hearing portion of this item. Again this an opportunity for any individual here to go ahead and come forward and state their name and address and any comments, concerns, questions they might have regarding the project before us. Seeing no one come forward I will close the public hearing. Open it up for commission discussion. I love the fact that it goes to Commissioner Madsen's question about the setbacks and whether or not they're in the bluff district and the fact that they're entirely out was something that I'm very encouraged by and the fact that there is less density in the number of units is again encouraging and the fact that they, when they modified this it was to a small degree M • • Chanhassen Planning Commission — February 20, 2018 it was really a design situation and not something where they were just trying to increase the hard cover which could have caused additional problems so I think all in all is a better design and better project and I'll be voting for it. Any other comments? Then I'll entertain a motion. Madsen: I can make a motion. Aller: Commissioner Madsen. Madsen: The Chanhassen Planning Commission recommends approval of the amendment, the ordinance amending the Arbor Glen Planned Unit Development Residential District regulations and approves the Findings of Fact and Recommendation. Aller: I have a motion. Do I have a second? Weick: Second. Aller: I have a valid motion and a second. Any further discussion? Madsen moved, Weick seconded that the Chanhassen Planning Commission recommends the City Council approves the ordinance amending the Arbor Glen Planned Unit Development -Residential District regulations and approves the Findings of Fact and Recommendation. All voted in favor and the motion carried unanimously with a vote of 4 to 0. Aller: Motion carries unanimously. APPROVAL OF MINUTES: Commissioner Weick noted the verbatim and summary Minutes of the Planning Commission meeting dated January 16, 2018. COMMISSION PRESENTATIONS. None. ADMINISTRATIVE PRESENTATIONS. ANNUAL REPORT. Aanenson: Thank you. Mr. Generous is going to go through our annual report and then take a couple items after that. Aller: So the city code requires us to provide this report for those of us that are present, or at home and we have the benefit of staff creating a report that we can utilize because they have all the information before them and then we can adopt it or make modifications as are necessary so thanks for doing that. I March 9, 2018 Mr. Mark Eklo CITY OF CHANHASSEN Chanhassen is a Community for Life- Providing for Today and Planning for Tomorrow Golf Lakes Condos, LLC 5407 Bumt Hickory Drive Vahico, FL. 33596-9204 Re: Arbor Glen PUD Amendment PC#2018-06 (PC#2015-16) Dear Mr. Eklo, This letter is to confine that on February 26, 2018, City Council approved an amendment to the Planned Unit Development — Residential (PUD -R) zoning ordinance for the Arbor Glen development to increase the permitted hard coverage to 2,940 square feet per lot and to allow driveway setbacks of five feet at the front property line. As part of the plat, you were required to install a gateway element similar to that at Southwest Village which includes decorative fencing and landscaping. Please submit a plan for this improvement for city review and approval. Building permits will not be issued until this is completed. The landscaping improvements shall be coordinated with the landscape installation in Outlot B. The Home Owners Association documents must be submitted and reviewed and then recorded at Carver County prior to issuance of any building pen -nits within the development. Attached is a copy of the PUD -R ordinance for your records. If you have additional questions or need more information, please contact me at (952) 227-1131 or bQenerous( )ci.chanhassen.mn.us. Sincer Robert Generous, AICP Senior Planner Ec: Kate Aanenson, Community Development Director MacKenzie Walters, Assistant Planner Enclosure PH 952.227.1100 • www.d.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 r CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ORDINANCE NO. 631 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 Agricultural Estate District (A-2) to Planned Unit Development — Residential (PUD -R), for property within the Arbor Glen development, with the following legal description: All Lots, Blocks and Outlots of Arbor Glen Addition, except Outlot E, Carver County, Minnesota. Section 2. The rezoning of this property incorporates the following development design standards: a. Intent The purpose of this zone is to create a villa -style housing development, PUD Residential zone. The use of the PUD zone is to allow for more flexible design standards while creating a higher quality and more -sensitive proposal. All utilities are required to be placed underground. Except as modified by the Arbor Glen development standards, the development must comply with the Residential Low and Medium Density District, RLM. b. Permitted Uses The permitted uses within the neighborhood shall be 18 homes and appropriate accessory structures. Low -intensity neighborhood -oriented accessory structures to meet daily needs of residents may include bus shelter, development signage, garden, gazebo, maintenance shed, picnic shelter, permanent open space, playground equipment, public or private art or trails. c. Lot Requirements Minimum Lot Size: 5,000 square feet Minimum Frontage: 50 feet at building setback Minimum Depth: 95 feet d. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. *The entire development, including the private street and outlots, may not exceed 25 percent hard coverage. Section 3. 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 26`h day of February, 2018, by the City Council of the City of Chanhassen, Minnesota. odd Gerhardt, City Manager Denny La enburger, Mayor Standards Highway 101 and Lyman Blvd. 50 feet Perimeter Project Lot Lines 50 feet Gas Pipeline 20 feet from easement Front - Interior private street 25 feet to curb; side yard (street) 10 feet to curb Side Lot Line 6 feet Hard Surface Coverage Maximum 2,940 square feet per lot Driveway side yard setback 5 feet Wetland: Buffer and buffer setback 20 feet and 30 feet Bluff Creek Primary zone boundary 40 feet Building Height 35 feet *The entire development, including the private street and outlots, may not exceed 25 percent hard coverage. Section 3. 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 26`h day of February, 2018, by the City Council of the City of Chanhassen, Minnesota. odd Gerhardt, City Manager Denny La enburger, Mayor DEPARTMENT OF TRANSPORTATION August 3, 2016 Robert Generous, Senior Planner City of Chanhassen PO Box 147 Chanhassen, MN 55317 SUBJECT: Arbor Glen MnDOT Review #S16 -067A SW quad of MN101 and Lyman Blvd (CSAH 18) Chanhassen, Carver County Control Section 1009 Dear Mr. Generous, Metropolitan District Waters Edge Building 1500 County Road B2 West Roseville, MN 55113 Thank you for the opportunity to review the Arbor Glen development site plan. The Minnesota Department of Transportation (MnDOT) has reviewed the site plan and has the following comments: Right -of -Way (RIR): The sidewalk on MnDOT right-of-way will require a Limited Use Permit (LUP). The plans also show a retaining wall "D" that is on MnDOT right-of-way which will also require an LUP. This section of MN 101 will eventually be turned over to the city or county after reconstruction of MN 101 to the south. For questions on these comments, please contact Doug Nelson doug.nelson(,state.mn.us or 651-234-7583 of MnDOT's Metro District Right -of -Way section. Retaining Wall: The retaining wall needs to be designed to MnDOT standards and is not in full compliance with our current standards. The engineered wall design states that soils information was not available, so the current design is preliminary only. The design will need to be redone, with the final design submitted to MnDOT for review prior to applying for the LUP. Additionally, please be aware of the turnback of MN 101 to the county as discussed in the right -of --way section. Since the retaining wall is in MnDOT right-of-way it will be a part of that turnback. The following MnDOT standards should be incorporated into the design moving forward, however these standards are in the process of being updated. Please contact Blake Nelson (contact information below) for the updated standards prior to updating the wall design. • MnDOT Standard Plan 5-297.640, Modular Block Retaining Wall • MnDOT Standard Plan 5-297.641, Modular Block Retaining Wall • MnWT Standard Plan 5-297.645 Modular Block Retaining wall -this one shows how to add a fence on top of a modular block wall. An equal opportunity employer MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 In addition to following the MnDOT standards identified above, there were a few items that will need to be addressed. • There are issues with minimum wall setback distance for a trunk highway per the attached tech memo 14- 03 -MAT -01 (Use of Dry -Cast Segmental Masonry Retaining Wall Units). However, the wall types can be switched to a large wet -cast type of block to mitigate the setback distance issue. • The geotechnical report does not cover the area the wall will he built on in MnDOT's right-of-way. Therefore a geotechnical investigation will be required for an engineered stamped plan and design to be approved. • When submitting the retaining wall plans for final approval, detailed wall typicals, sections, and construction drawings will be needed for final approval. In summary, new exploration, new calculations, and new drawings will be needed for this project to be approved. For questions concerning these comments please contact Blake Nelson at (651) 366-5599 or blake.nelson(a).state.mn.us. Noise: MnDOT's policy is to assist local governments in promoting compatibility between land use and highways. Residential uses located adjacent to highways often result in complaints about traffic noise. Traffic noise from this highway could exceed noise standards established by the Minnesota Pollution Control Agency (MPCA), the U.S. Department of Housing and Urban Development, and the U.S. Department of Transportation. Minnesota Rule 7030.0030 states that municipalities are responsible for taking all reasonable measures to prevent land use activities listed in the MPCA's Noise Area Classification (NAC) where the establishment of the land use would result in violations of established noise standards. MnDOT's policy regarding development adjacent to existing highways prohibits the expenditure of highway funds for noise mitigation measures in such areas. The project proposer should assess the noise situation and take the action deemed necessary to minimize the impact of any highway noise. If you have any questions regarding MnDOT's noise policy please contact Natalie Ries in our Noise/Air Quality section at (651) 234-7681. Permits: The city will need to get a LUP for the trail and wall. A Short form permit will be also be required for the access removal. Any use of or work within or affecting MnDOT right of way requires a permit. Permit forms are available from MnDOT's utility website at ho://www.dot.state.mn.us/metro/maintenance/r)ennits.html Please include one plan set formatted to 11 x 17 size with each permit application. Please direct any questions regarding permit requirements to Buck Craig (buck.craigna state.mn.us or 651-234-7911) of MnDOT's Metro Permits Section. Review Submittal Options: MnDOT's goal is to complete the review of plans within 30 days. Submittals sent in electronically can usually be turned around faster. There are four submittal options. Please submit either: MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 1. One(]) electronic pdf version of the plans. MnDOT can accept the plans via e-mail at metrodevreviews.dotO,state.mn.us provided that each separate e-mail is under 20 megabytes. 2. Three (3) sets of full size plans. Although submitting seven sets of full size plans will expedite the review process. Plans can be sent to: MnDOT — Metro District Planning Section Development Reviews Coordinator 1500 West County Road B-2 Roseville, MN 55113 3. One (1) compact disc. 4. Plans can also be submitted to MnDOT's External FTP Site. Please send files to: ftp://fto2.dot.state.mn.us/pub/incomingJMetroWatersEdee/Planninp Internet Explorer doesn't work using ftp so please use an FTP Client or your Windows Explorer (My Computer). Also, please send a note to metrodevreviews.dotestate.mn.us indicating that the plans have been submitted on the FTP site. If you have any questions concerning this review, please contact me at (651) 234-7793. Sincerely, 4__V Jennifer Wiltgen Senior Planner Copy sent via E -Mail: Nancy Jacobson, Design Hailu Shekur, Water Resources Merlin Kent, Traffic Clare Lackey, Traffic Douglas Nelson, Right -of -Way Blake Nelson, Foundations Buck Craig, Permits Diane Langenbach, Area Engineer Sulmaan Khan, Area Engineer Dan Phelps, Limited Use Permits Lyndon Robjent, Carver County Russell Owen, Metropolitan Council MnDOT Metropolitan District, Waters Edge Building, 1500 County Road B2 West, Roseville, MN 55113 Od,�NNESpl9Z MINNESOTA DEPARTMENT OF TRANSPORTATION F�Engineering Services Division Technical Memorandum No. 14 -03 -MAT -01 IF March 28, 2014 5 pF Tar/ To: Electronic Distribution Recipients From: Jon M. Chiglo, P.E. 1 � tom, Division Director, Engineering Services Subject: Use of Dry -Cast Segmental Masonry Retaining Wall Units Expiration This Technical Memorandum supersedes Technical Memorandum 08-06-MRR-01 and it will expire on March 28, 2019 unless superseded or placed in the Road Design Manual. Implementation The Special Provisions for all MnDOT projects let on or after April 2003 should include the requirements listed in Parts A and B of the attachment. Introduction Past surveys of existing dry -cast segmental masonry retaining walls manufactured without recent high - durability concrete mix designs have shown a rapid increase in block deterioration on the top, front and back faces due to exposure to deicing chemicals. Cross sectional portions of sample blocks have been tested and the results indicate significant levels of chloride and other contaminants at critical locations. This early deterioration may be minimized by using blocks with a 5800 psi (40 MPa) compressive strength, and that can withstand a minimum of 90 cycles of freeze -thaw durability testing done in accordance with ASTM C 1262 in a 3% saline solution. Purpose The purpose of this Technical Memorandum is to provide guidance in the use of and materials involved in the construction of segmental block retaining walls (SBRW's). SBRW's offer a significant cost savings over conventional cantilever retaining walls, however if they are improperly constructed or use non- durable materials, this cost savings will be negated due to a premature failure of the structure. The guidelines and specifications contained herein will significantly increase the performance of these structures. Guidelines The use of segmental masonry retaining walls will be limited to the applications shown in standard plan sheets 5-297.640 thru 5-297.645 and the following locations: No walls will be allowed in locations where they will be directly supporting roadways or bridge abutments as defined by a 0.5H:1.OV line extending up from the bottom back of the reinforcement zone unless a special exemption is granted for unique circumstances Contact the MnDOT Geotechnologies Engineer (651-366-5599) for more information. There will be no restrictions (beyond those listed above) for the location of walls less than or equal to 4 ft (1.2 m) in height (nominal height including terraces). Allowable placement locations for walls greater than 4 ft. (1.2 m) in height (nominal dimension): • Roadways with traffic volumes less than or equal to 5000 AADT - no restriction in location. -MORE- Technical Memorandum No. 14 -03 -MAT -01 Use of Dry -Cast Segmental Masonry Retaining Wall Units March 28, 2014 Page 2 • Roadways with traffic volumes between 5000 and 20000 AADT - the face of block of the walls must be located more than 20 ft. (6 m) beyond the outside shoulder edge or gutter line. • Roadways with traffic volumes greater than or equal to 20000 AADT - the face of block of the walls must be located greater than 30 ft. (9 m) beyond the outside shoulder edge or gutter line. In all cases the maximum allowable nominal exposed wall height, including terraces, will be 10 ft. (3 m). Minor allowances exceeding this limit maybe granted for special cases. Typically a short length of higher wall to fit a complex geometric constraint would be an example. Contact the MnDOT Geotechnologies Engineer (651-366-5599) for more information. All wall heights listed above are for the portion of the wall extending above ground. It is understood an additional 2 ft (0.6m) +/- will be buried below ground. All placement restrictions are measured from the front face of block. Normal clear zones will apply in all applications. Sampling and Testing Minimum Required Sampling Rate for Agency Laboratory Testing: One Sample per 10,000 units or fraction thereof, with a minimum of one sample per product type (block type) per contract. Sample size = 5 whole units per block type. Wall units and cap units are considered separate block types. Contractors should take note that each manufacturing facility is required to provide test reports and documentation at the time of delivery to verify compliance with project specific products meeting the requirements of Part A of this Technical Memorandum. Questions Any questions regarding the technical provisions of this Technical Memorandum can be addressed to the following: Blake Nelson, Geotechnologies Engineer at (651) 366-5599 Any questions regarding publication of this Technical Memorandum should be referred to the Design Standards Unit, DesignStandards.DOT &,state.mn.us. A link to all active and historical Technical Memoranda can be found at hftp://techmemos.dot.state.mn.us/techmemo.asox. To add, remove, or change your name on the Technical Memoranda mailing list, please visit the web page http:/ttechmemos.dot.state.mn.us/subscribe.aspx Attachments: Part A: Segmental Masonry Retaining Wall Units Part B: Segmental Masonry Retaining Wall Surface Sealing -END- Part A March 28, 2014 Page 1 of 2 Segmental Masonry Retaining Wall Units 1.1 SCOPE This specification covers segmental masonry units for use in the construction of mortarless retaining walls (SRW's). 1.2 REQUIREMENTS Each manufacturing facility shall provide the State Materials Engineer with a copy of their quality control plan and procedures, including testing rates and material sources. Each manufacturing facility shall also supply test reports and documentation of the product supplied to the project to verify compliance with this specification. The units shall conform to ASTM C1372, except that: (a) The minimum compressive strength requirements of wall units shall be 5500 psi (38 MPa) for any individual unit and 5800 psi (40 MPa) for the average of 3 units. The minimum compressive strength requirements of cap units shall be 3700 psi (25.5 MPa) for any individual unit and 4000 psi (27.6 MPa) for the average of 3 units. (b) The freezelthaw durability of wall units tested in accordance with ASTM C 1262 in a 3% saline solution shall be the minimum of the following: 1) The mean weight loss of the five test specimens at the conclusion of 90 cycles shall not exceed 1% of its initial weight; or 2) The mean weight loss of the 4 lowest out of 5 test specimens at the conclusion of 100 cycles shall not exceed 1.5% of its initial weight. (c) The freeze/thaw durability of cap units test tested in accordance with ASTM C 1262 in a 3% saline solution shall be the minimum of the following: 1) The mean weight loss of the five test specimens at the conclusion of 40 cycles shall not exceed 1% of its initial weight; or 2) The mean weight loss of the 4 lowest out of 5 test specimens at the conclusion of 50 cycles shall not exceed 1.5% of its initial weight. (d) Cap units must meet the requirements of (a) and (c) and have a top surface sloped at minimum of 1 inch fall per 10 inches run (1 mm fall per 10 mm run) front to back or be crowned at the center. (e) ASTM C 1262 test results shall be recorded and reported in 10 cycle intervals showing the weight loss of all specimens and not just the mean value. (f) Retesting will only be permitted at the discretion of the Agency when special conditions indicate additional testing is warranted. Note: If a manufacturer chooses to increase the sample size tested beyond the 5 units required for each block type, a mean value will not be used but rather each specimen in (bl) or (cl) must meet the 1% requirement or 80% of the specimens in (b2) or (c2) need to be at or below 1.5% weight loss (i.e. if a sample size of 7 blocks is tested a minimum of 6 individual specimens must meet the weight loss requirement of (62) or (c2), if a sample size of 10 blocks is tested a minimum of 8 individual specimens must meet the weight loss requirement). 1.3 SAMPLING AND TESTING Shall conform to ASTM C 140, except that: Section 6.2.4 shall be deleted and replaced with: "The specimens shall be coupons cut from a finished side or back shell of each unit and sawn to remove any face shell projections. The coupon size shall have a height to thickness ratio of 2 to 1 before capping and a length to thickness ratio of 4 to 1. The coupon shall be cut from the unit such that the coupon height dimension is in the same direction as the unit height dimension. Compressive testing of full size units will not be permitted. The compressive strength of the coupon shall be assumed to represent the net area compressive strength of the whole unit." Cap units and wall units shall be sampled and tested as separate block types Part A March 28, 2014 Page 2 of 2 Each manufacturing facility is required to sample and test each block type at the rate of one set of samples per 5000 units of continuous production or fraction thereof (if production is interrupted) as part of their overall quality control testing. Each 5000 units of continuous production (or fraction thereof) shall constitute a lot. Example: If 12,000 wall units are produced in a continuous production run, this would constitute 3 lots and 3 sets of samples would be required. If 6000 units are produced in each of two production runs (12,000 total) then 2 sets of samples would be required from each separate production run or lot (4 sets of samples total). Minimum manufacturer testing shall include a minimum of 5 randomly selected units from each lot and the following testing on each set of samples: a. Compressive strength (average of 3 units) b. Freeze -thaw durability (average of 5 units) Test results from each manufacturer lot ofproduction shall be provided to the Project Engineer within 30 days of the completion of testing and prior to the incorporation of any material into a project. The test report will clearly state the production lot number represented by the test results. This lot number shall correspond with the lot number supplied with the block on the certificate of compliance as outlined in section 2.1 below. 2.1 ACCEPTANCE AND USE All block manufacturers complying with the requirements of Sections 1.1, 1.2 and 1.3 above shall submit test results supporting this compliance to the Project Engineer. Upon review of the test results the product and manufacturing facility will be placed on an approved products list that will be on file in the MnDOT Foundations Unit and can be viewed on the MnDOT website at: http://www.mu.dot.state.mn.us/geotechnical/foundations/foundations.asp. Block types and manufacturing facilities not on this list shall not be allowed for use on MnDOT or Federal -Aid projects. All block submitted for use on MnDOT or Federal -Aid projects shall be accompanied by a certificate of compliance attached to each pallet of block (MnDOT specification 1603). The certificate of compliance shall include the name and address of the manufacturing facility, date of manufacture and lot number, in addition to all other required information. Any block that has not been tested by the manufacturer as required under 1.3 above, or has not had these test results submitted to MnDOT prior to its incorporation into a project, shall be deemed Unacceptable and Unauthorized work and shall be subject to the provisions of Specification 1512. The Project Engineer shall submit samples for testing as specified in the Schedule for Materials Control. Final acceptance and payment shall be based on testing of field samples. Part B March 28, 2014 Page 1 of 1 Segmental Masonry Retaining Wall Surface Sealing All segmental masonry retaining walls shall have their surfaces sealed as incidental to the wall pay item. Segmental masonry retaining wall surface sealing shall consist of preparation, furnishing and applying the surface sealer to the top, exposed front face, and backside of the upper three courses to protect infiltration from the top down of all walls. Surface sealers shall meet the requirements on file in the MnDOT Concrete Engineering Unit (651/366- 5575). The list may also be viewed on the MnDOT website at: www.mrr.dot.state.mn.us/pavement/concretetproducts.asp Due to the potentially hazardous ingredients contained in sealer formulations extreme care must be exercised in their handling and use, and the manufacturer's recommendations shall be closely followed. Construction Requirements 1. The Contractor shall comply with the manufacturer's written instructions for preparing, handling and applying the surface sealer. 2. The surface to be treated shall receive a light water -blast to the extent that the surface is clean and free of oils. 3. Before the surface sealer is applied the surface to be sealed shall be dry and free of all dust, debris, and frost in addition to manufacturer recommendations. 4. Surface sealers shall be applied at the heaviest application rate specified by the manufacturer. All materials and work performed as specified above will be incidental to the construction of the wall unless otherwise noted. I I H11 a 11 fell 1 11 111WI)WI Chanhassen is a Community for Life -Providing forToday and PlanningforTomorrow To: Jerry Mohn, Mark Littfm, Todd Hoffman, Jill Sinclair, Stephanie Smith, Terry Jeffery From: Bob Generous Date: April 24, 2017 Subject: Arbor Glen — Final Plat Memo: Please review the conditions of approval and comment that the condition has been met, condition remains or condition has been modified, for Arbor Glen. Please return your comments to Bob Generous by May 12, 2017 for the May 22, 2017 City Council meeting. July 13, 2016 Mr. Mark Eklo Arbor Glen Chanhassen LLC 3360 Bavaria Road Chaska, MN 55318 Re: Arbor Glen — Planning Case #2015-16 Dear Mr. Eklo, This letter is to confirm that on July 11, 2016, the Chanhassen City Council approved the following: Rezoning of the Arbor Glen property from Agricultural Estate District, A-2, to Planned Unit Development — Residential, PUD -R; Conditional Use Permit for development in the Bluff Creek Corridor subject to the following conditions: 1. The developer may dedicate Outlot C to the City. PH 952.227.1100• www.ci.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Mr. Mark Elko Arbor Glen — Planning Case 2015-16 July 13, 2016 Page 2 of 7 2. The developer shall prepare a restoration plan for the Bluff Creek Corridor. 3. The buffer will be required to have a vegetation management plan and soil amendments. And Preliminary Plat for Arbor Glen with a Variance from the western perimeter setback 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. 5. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. Eniineerine: 1. There is an existing field entrance (curb cut) on 101. The curb cut shall be removed since access will be from CSAH 18. 2. The drainage along the corridor right-of-way should remain in a similar flow direction. It appears from the contours that with the building of the berm there may be an area that does not drain. 3. Any grading or other work within the road right-of-way will require a permit from Carver County. 4. The City shall require a drainage and utility easement to be granted over Outlot A. 5. A 10 -foot easement is required on the rear lot lines of Lots 1 through 9, Block 3. 6. The topography must show 100 feet beyond the property boundary to the west, including the first floor elevation of the building on the adjacent lot. 7. The grading plan must be revised to include the house pads and driveway locations 8. The low floor elevations of these proposed homes must be revised to comply with a three-foot separation from groundwater encountered during construction. Mr. Mark Elko Arbor Glen — Planning Case 2015-16 July 13, 2016 Page 3 of 7 9. The lowest building openings of Lots 5 and 6, Block 3 must be adjusted to a minimum of one foot above the emergency overflow (EOF) elevation or the EOF must be relocated. 10. A standard lot benching detail shall be included in the plan set. 11. The grading plan must be revised at the back of Lot 5, Block 2, between Lots 2 and 3, Block 3 and between the retaining walls to be no greater than 3:1. 12. The Surface Water Pollution Prevention Plan with all elements required by the NPDES Construction Permit shall be prepared and supplied to the city for approval with the final plat and prior to any earth -disturbing activities. 13. Proof of the NPDES Construction Permit having been procured by the applicant shall be supplied to the city prior to any earth -disturbing activities. 14. The entire buffer area shall be placed into Outlot C and the outlot shall be dedicated to the city. 15. The trident underground storage and filtration system shall be located in a separate outlot from Outlot C. 16. A detailed planting schedule, including types and size of plants if plugs are to be used or the seed composition, source and application rate and method if the area is to be seeded, must be provided to the city for review and approval before final plat. Yellow tags for the plant source must be provided to the city. The plants shall be native and free of neonicotinoids. 17. A detailed maintenance schedule for establishment of vegetation within the primary zone and buffer shall be provided to the city before final plat. 18. The soils within the buffer area shall be prepared by ripping to a depth of 12 inches to loosen them and shall meet MnDOT Specification 3877-3 for Sandy Clay Loam Topsoil Borrow. 19. All residential lots shall have a minimum of six inches of topsoil meeting the specifications for MnDOT Specification 3877-1 for Common Topsoil Borrow placed on all areas to be seeded or sodded. 20. Monuments indicating the Bluff Creek Overlay District shall be placed at every other property comer and at an angle of deflection greater than seven percent, but in no case shall they be greater than 150 feet apart. The signs shall be installed immediately subsequent to completion of final grade below the wall and before any building permits are issued for Lots 2 through 11, Block 3. The plans shall be changed to reflect this requirement before final plat. Mr. Mark Elko Arbor Glen — Planning Case 2015-16 July 13, 2016 Page 4 of 7 21. Retaining walls shall be owned and maintained by a Homeowners Association (HOA). The plan set shall call out the material for these retaining walls. 22. Walls over six feet tall (Wall B) shall not be boulder walls. Tiered boulder walls with a combined total height greater than six feet tall must have adequate spacing between such that they do not structurally impact one another. 23. The vegetation between tiered walls shall be low or no maintenance. 24. The emergency overflow (EOF) between Lots 5 and 6, Block 3 flows towards Wall A and Wall B. Staff will work with the engineer designing the stormwater system and the structural engineer designing the walls regarding conveyance of the water or relocation of this EOF. 25. A vertical curve is required for the transition between +3.14% and -1.57% grade on the South Private Drive. 26. The curve and line table for the horizontal alignments of all streets must be revised to be consistent with the plan sheets. 27. The specifications for this project must be revised to match the current City of Chanhassen Standard Specifications and Detail Plates and the proposed plan set, including but not limited to the pavement design. 28. The applicant's engineer shall submit documentation for the design speed selection and show turning movements in the plan set to demonstrate that larger vehicles will be able to navigate the roadway curvature. 29. The applicant must obtain permits from Carver County for construction of an access and all other work in their right-of-way. They must also comply with the comments received from the Carver County Engineering Office. 30. An ADA -compliant pedestrian ramp shall be constructed where the trail intersects Lyman Boulevard. 31. The City of Chanhassen Standard Detail Plates for pedestrian ramps shall be added to the plan set. 32. The applicant must obtain a permit for any work in the MnDOT right-of-way. 33. Profile grades shall be shown for the sidewalk and bituminous trail. 34. The plan must have a design grade that developer and engineer are confident that the construction process will achieve the minimum of 0.40%. If the grade is flatter than 0.40% at the time of acceptance, the city will require the sanitary sewer be excavated and Mr. Mark Elko Arbor Glen — Planning Case 2015-16 July 13, 2016 Page 5 of 7 reconstructed to meet the grade requirement. Staff recommends use of 0.50% minimum design grade. 35. The 8 -inch watermain pipe plans shall be revised to call out C900 as the pipe material and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. 36. The watermain connection to Highway 101 shall be relocated away from the stormwater infiltration system. 37. The proposed sanitary sewer and water main shall become city -owned after construction and acceptance by the city council. 38. The applicant must meet the storm water management standards prescribed in Section 19- 144 of city code which incorporates the NPDES construction permit by reference. This requires a volume reduction of 1.0 inches of water quality volume from all new impervious surfaces or provide evidence that the site, in its entirety, meets the criteria by which infiltration is infeasible as discussed in the NPDES permits. If adequate evidence is provided that infiltration is found to be infeasible, then the applicant must evaluate other methods of abstraction. 39. The proposed storm water management system must meet the required reduction in total phosphorus and total suspended solids. 40. The stormwater catch basins inside the cul-de-sac bubble shall be relocated to the curb line and comply with the Chanhassen Standard Detail for cul-de-sacs. 41. A Homeowners Association (HOA) must be established that is responsible for the maintenance and operation of the trident system if it is approved. 42. The city -authored maintenance agreement for stormwater management facilities shall be revised accordingly, executed and recorded against the property. 43. The applicant shall develop an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. 44. SWMP fees estimated to be $33,346.50 are due at the time of final plat. 45. The applicant is responsible for applying for, procuring approvals from and meeting the requirements of all other agencies with jurisdiction over the project including, but not limited to, the Minnesota Pollution Control Agency and the Riley -Purgatory -Bluff Creek Watershed District. Mr. Mark Elko Arbor Glen — Planning Case 2015-16 July 13, 2016 Page 6 of 7 46. 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: 1. A total of 18 additional overstory trees shall be planted throughout the development. The applicant will submit a revised landscape plan. 2. A wetland buffer restoration plan shall be included in the revised landscape plan. 3. The applicant shall submit a tree inventory and tree preservation calculations as required by ordinance prior to final plat review and approval. Fire: 1. Provide/maintain three-foot clear space around fire hydrants. 2. The two private driveways will be required to have address signage which shall be submitted to the Chanhassen Building Official and Fire Marshal for review and approval. 3. Relocate the proposed fire hydrant located by Lot 1, Block 2 to the property line between Lots 3 and 4, Block 2. 4. Prior to combustible home construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 5. Street signs (temporary allowed) shall be installed prior to building permits being issued. The Fire Marshal must approve street signage. 6. Prior to combustible construction fire hydrants shall be made serviceable. Parks: 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication. 2. Construction of Great Plains Boulevard trail from the southwest intersection of Lyman Boulevard and Great Plains Boulevard traveling south for approximately 675 feet to the southern terminus of the property. The developer shall provide design, engineering, construction and testing services required of the Great Plains Boulevard trail. All construction documents, including material costs, shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of construction. The trail shall be 10 feet in width, surfaced with asphalt and constructed to meet all city Mr. Mark Elko Arbor Glen — Planning Case 2015-16 July 13, 2016 Page 7 of 7 specifications. The applicant shall be reimbursed by the City for the cost of the aggregate base, trail surfacing, and storm water systems utilized to construct the trail as well as for redesign of the plans if necessary. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation, design, engineering and testing services are not reimbursable expenses. Planning: 1. The developer shall install a gateway element similar to that at Southwest Village which includes decorative fencing and landscaping. Final plat documents including a development review application and fees must be submitted to the city a minimum of 30 days prior to the City Council meeting in which you wish to have your final plat approved. Conditions of the preliminary plat approval must be addressed for final plat approval. Enclosed is the list of items required for submittal for final plat approval. The rezoning of the residential lots shall not be official until approval of the final plat and execution of the project development contract. Should you have any questions, please contact me at (952) 227-1131 or by email at beenerousaa.ci.chanhassen.mn.us. Sincerely, Robert Generous, AICP Senior Planner Enclosure c: Gianetti Properties, LLC ec: Kate Aanenson, Community Development Director Todd Gerhardt, City Manager Todd Hoffman, Parks & Recreation Director Terry Jeffery, Water Resources Coordinator Jerry Mohn, Building Official Jill Sinclair, Environmental Resource Specialist Stephanie Smith, Project Engineer Daniel Schmidt, Sathre-Bergquist, Inc. CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2015-16 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, March 21, 2017, at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for amending the Planned Unit Development - Residential District (PUD -R) on property located at 9170 Great Plains Boulevard. Applicant: Arbor Glen Chanhassen, LLC. Owner. GianettiProperties. LLC. A plan showing the location of the proposal is available for public review on the City's web site at wwwci.chanhassen. mn.us/2015-16 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous, Senior Planner Email: bgenerous m ci.chanhassen.mn.us Phone: 952-227-1131 (Published in the Chanhassen Villager on Thursday, March 9, 2017* No 4422) Affidavit of Publication Southwest Newspapers State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly sworn, on oath says that she is the publisher or the authorized agent of the publisher of the newspapers known as the Chaska Herald and the Chanhassen Vil- lager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331 A.02, 331A.07, and other applicable laws, as amended. (B) The printed public notice that is attached to this Affidavit and identified as No. Y v� oL was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged as being the kind and size of type used in the composition and publication of the Notice: abcdefghijkhnnopgrstuvwx Y LaurieA. Hartmann Subscribed and swom before me on this C), of .( 2017 JYMME JEAN'NEffE &4RK NO'. AA1' Pl;f3JC - M'NNESOTA N blit MYCOMMSSIq-IEhPIIRESo1I31I:8 RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................ $31.20 per column inch Rate actually charged for the above matter .............................................. $12.59 per column inch SATHRE-BERGQUIST, INC. 150 South Broadway Phone: (952) 476-6000 Wayzata, MN 55391 Fax: (952) 476-0104 www.sathre.corn To: Bob Generous City of Chanhassen 7700 Market Boulevard Chanhassen, Minnesota 55317 Phone: 952-227-1100 transmittal Date: April 21, 2017 Job #: 87925-001 From: Dan Schmidt Regarding: Arbor Glen 0 Herewith ❑ Fed Ex ❑ Under separate cover ❑ Courier (3 -hr) ❑ Mail x Hand delivery o -=09W. k- Ch: a w; P� seg: V=VO . T_rw�� . n=aad� Notes/Comments Please call with any questions. A digital copy of all material is available at httos://sathre.sharefile.com/d-s3177f73157344918 5 22x34 Constriction Plans - Full Size 1 11x17 Construction Plans - Reduced 1 Report Drainage Calculations — w/DrainaM — Digital On 1 Report Storm Sewer Design 1 8.5x11 Engineers Cost Estimate 5 22x34 Final Plat — Full Size 1 8.5x11 Final Plat - Reduced 1 8.5x11 ' Legal nphon 1 8.5x11 Lot Tab 1 11x17 Tum Radius Plan 1 22x34 SWPPP 1 22x34 Lot Compliance Sheet o -=09W. k- Ch: a w; P� seg: V=VO . T_rw�� . n=aad� Notes/Comments Please call with any questions. A digital copy of all material is available at httos://sathre.sharefile.com/d-s3177f73157344918 - DRAINAGE AND UIILIIY EASESffNIS ARE $IgMNTNDS: 511 I� NDT TO SCAB Bewg S Tm in vNW eMn egouwg si#: ka lino W marld n�n,mle,sdmsse+miLmm,m lar in u,PA.Hn eejdnmgnBN ofwTlmLv unlLa dnn.ssr W, �c..m.0 o�me#m The ba.�, f r enc 4ann6.a:.�Lm i. tnL wn� I,m' of Ae To , 11 Ne we50Y#„elo�LmLm or5eniw±a. 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ThecmNdin of said HigMyNo. 101 is deunbed as full—Beginningcl a,.nl on rhe Noth ne ofrad Sumhw prance Of Section 26. To% mNp I I kRange23, a disurce, of 63252 fear EW of roe NOMwesr eemer Of -W SouWwes Ouaner, Ill,Foinrg of theOM li NOM Of the Sone oun—i Otnt is a4amed to be South gN degrees- M minutes 29 sxmds Ear Thimce SwN 4 dapres 24 lissome, 47 amount Was a dc0see of 413,2 TNet, thence on a encu el rune aO of tad Eau bating a emtN angle of 11 dcgnes 38 ma ma'_I .mond. and u radius of lam_ 19 fad a d. of3%62( ThemeSash Tde®m 13 minutes U amoods fns ungrr0 to the las mm described coa On— of 217 0 knd;eMwr on a saes num rune, commas -no Ws W e Weving a canard atgk of F, 4gae 39 mammas IT sato had a radius of 1166.15 fm a oi.—of 2.,P feet, este On leu, to i prom an th Sand hire of the North Half of tad Smat ponces Of Sestgn, and diseases, trmmirewg mid Peter dieanre 6LO.M face Fapnly of the Southwest camcr of the h'mh Halfof Me Southxa Qame,. EXCEPTING THEUPROM Peal 71C of tad Minnesota RWr®enl of Trwpmotivn RigMo4Wey Phi No. 1019. as the sura is w Gk and of txwd in the aRce of tad County ResaNm in ad fur Curvy Carry. Mimaxa Has eatased the awe m be smeyed meal pklB.d a ARBOR GLEN aW du haetry dutiae or Be IN. for public to cast the dra®ge read wpm wmeoq mated Manta h wia¢s whmearuid Cdflrte eao8e, uh : has caved maty pressures to Na aipoet by him proper affister rYs day our 2017. Ch"'Isbc Carries, LLC Matt Ulm Mamgm STATE OF MINNESOTA COTRTY OF The TacBmsl mmtax ahoowk$etl bef me Bars day .2017. by Mad, Ulm Manager ofGolflas, Caodas LLC, My C—son—im Empires: Naury Public, Hma;in Cgmry. Mimweop Vdvy No" Name 1 David B. Penniman. do hmby Oval nor thh pot wss prepard by or, a under rey direst roper, ton. for I w a duly licensed land surceam m Bae time of Ment thor thea plat is a come repreaenano. of roe Munday survey; Wu all maWemanpl duty and buds are stormily designated on the par; that all monwrcno dWtmd M 4z pat luee been or rs ill M enneNy mi within me year as trended on rhe plat Nat .11.mer Wadasom ad sear area a defined in Minonua Sutures. Senior 504 ol. SuM'neim 3 wiling sm orB tae of thu aniocation are dmun and aolN on do phi.. and Nat all priblie—a an 4,0—ad aheld m Bh Ply 1Mrid B. Pwbmm LinmveE IadStvn-v MIDaam Liawe No.40144 STATE OF MPN'ESOTA COUNTY OF HENNVM This rmegaog imm — xgmwkdgd W— me thin day of No sry Public, Hennepin County, Mi. SATHRE-BERGQUIST, INC. Sat Pried Nese 2017, by Orvid B, PmWtm. Pmfessimul lad SurreS'u. Monti Lateness, No. 40W CHANHAsSEN. MI\\ESOTA Tbir PW of ARDOR GLEN was appmvW and accepted by Ne City Caused oflbe CM ofCluohussn, Mismreau a acgalar meeting hcMlbu_day Of ,HITT. rod o as compomce with the poviaiays of MWnesoty Sharon, Seadoo 505.03, Sabdi hma 2. CRY COUNCH. OF THE CITY OF CHANNIASSEA.M 4NWOTA Marc Ad,dnhoerm COUNT'SUIVEYOR. ca-mcmard"Minrcwo Pumunr a, Cbagm 395. Naimoli Laos of 1971. Nis plat has b® gpoed Ibis day of Brim Pasge Cmm Came S— COUNTY ALDTTORRRPASIIIIER Corer Comrr, Mi®noo I hereby adry that uxn paabkW Wpies Yeas have been PWfm Lutd descdTdon NU Dlat Ord thh_day lank Oavies. Cmmry Audition— POINTY udition m POINTY REroRDER Grva Cont Mi. I heart meruN Boat this PLO NTOBOR GLEN war 6kd the as- Dominant No. ('army R®M -------------------------- C.S.A.H NO. 18 (LYMAN BLVD.) 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CITY CODE DATE TYPE MANAGEI PERMANENT BUFFER WIDTH 25 FT STRUCTURE SETBACK 30 FT RILEY PURGATORY 60' FT BUFFER INFORMATION)OF THIS PROIXICT IB STRICRY PROHIBITED WITHOUT AVERAGING = MIN 30 FT, MAX 120 FT LOWEST FLOOR 3 FT ABOVE 100 YR FLOOD ELEVATION aNWaG NAAE NO. BY DATE REVIBION4 USE (INCLUDING COPYING. DISTRIBITION, ANIOR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PIAN OR BPEGIE"TION MWS EKLO BASE al DIS 0126116 WATERS(® REVBIWIS INFORMATION)OF THIS PROIXICT IB STRICRY PROHIBITED WITHOUT PREPARED BY ME OR UNDER W DIRECT 9UPBIMMW AND TIM OMMMBY 10 MDM O>26n8 GRADING gEYl510r96 SATHRE9ErtGOUIST, INC'a EXPRESS WRTITEN AIfiHORDATgN UBEWn1rWT AMA WLY REGISTERED PROF£SSM)NA@1GM1®ill1al93T1E LIW 11 OLS WIV16 WATEPBI®DISTRICTIEV. 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THE CONTRM.TMSHA_L DETERMINE THE EXACT LOCATION M MYMO ALL EXISTING UTILITIES BEFORE COMMENCING WORN. HEAGREES TO BE FULLY ftESF'ONSIBLE FOR MYMD ALL DAMAGES MISING MT OF HIS FAI W RE TO EXACTLY LOCAMAND PRESERVEMYMD PLL EpSTNG UPLITES. DRAWING NNNE NO By DATE REVISIONS USE(INCLUDING COPYING, DISTRIBUTION, MOOR CONVEYANCE OF EIO.OMSE N DIS 0728/16 WATERSHEDRE"li INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WTHWT DRAWNBY 10 MOM 0726116 GRADINGREMSION9 MTIREAERCOUIST,INC 's EXPRESS WRITTEN AUTHORPATION. USE WITHCUT LAY it DLS 04112116 WATEPSHEDDISTPCT RE,,. SAID AUTHORVATION CONSTUUTES MILLEGITIMATE USE AND SHALL THEREBY CHECI 12 1 DLS 012511) FINALPIANSUBMRTAL INDEMNIFYSATIIRE-BERGQUIST, INC. OF III RESPpISIBILT'. d_a 13 MDM OOATHT REVISE SITE PLM — SATIREEERGOUIST,INC. 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PR'AR TO COMBGSTIBLE coNSTRucnoN, FIRE HYDRANTS SHALL SESElMCEABLE A MAGELLAN REPRESENTATNE MUST BE PRESENT WRING WORK AROUND PIPELINE(S) CROSSROADS COURT � UA�C:)t.9T _ O'NPTL STA 3.9950 Y RYWORUNDER UN DER THE THE STATEOFMINNESOTA a $ SATHRE-BERGQUIST, INC. g LOW PT 8 B6 i ,,,, S PVI T&vlaiH,W .W S.$ n PVI LEV9iBfie E g Xb00 ° Le to w as 9 R`AB v✓ i n PA. to m ¢ u �m UA -191% am .WL -r masmmmmA�m�m9m� $NIG 550 BN0 BNO FINAL STREET PLAN ARBOR GLEN GOLF LAKE CONDOS, LLC TND 950 940 930 920 910 900 990 FILE 410. z3eoaaDl 2 11 _I L1 n51m S sa �m m r g $ m -R, m �'E 1 1 g �g ml 3 % wr m m m a m 4,80 ONO M80 1410 1F30 INGO 2x80 SIM 3410 NOD MNO CERTIFY THAT THIS PIAN OR SFECIFICATION WAS CITY PROJECT NO. OBY ME OR UNDER MY DIRECT SUPAWSION AND THAT DIONALENGINEER � eggA _ Y RYWORUNDER UN DER THE THE STATEOFMINNESOTA a $ SATHRE-BERGQUIST, INC. I;A / , -�`• i ,,,, 1506WTB BRWOWAY WAv TA4N.aa]W las)lna000 HANHASSEN MINNESOTA ma PE 01-11-1) L NP. MR R`AB v✓ masmmmmA�m�m9m� $NIG 550 BN0 BNO FINAL STREET PLAN ARBOR GLEN GOLF LAKE CONDOS, LLC TND 950 940 930 920 910 900 990 FILE 410. z3eoaaDl 2 11 _I L1 WARNING i� HIGH PRESSURE PIPELINE EXDavaem aM Gr 0G,,s9Uchon PIY3hibReO Wltlwut c Ihaace WBII stab One -Call, AND WiBwut WnBen Permission FICIn MAGELLAN PIPELINE, L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT WRING WORK AROUND PWEUNE(SI FIE NOTES 1 MOR TO COMBUSTIBLE HOMECONSTRUCTION. FIRE APPARATUS ACCESS RCAOG CN'ABLE OF SUPPORTING THE WEIGHT OF FIRE A'PARATUS SHALL BE MME SERVICEABLE 2. STREET SIGNS SHALL BE INSTALLED PLICA TO BUILDING PFRAITS BEING ISSUED. J. PRIOR TO LOMBUBTIBLE CONSTRULnON, FIRE HYORANT53WYL BE SERVICFIBtE. C.S.A.H NO. 18 (LYMAN BLVD.) LOT E 1. ALL DIP POR SANITARY SEWER LINES SHALL BE POLYWRAPPED AND ALL BOLTS USED SHALL BE STAINLESS STEEL. 2. REFER TO DETNL SHEElS TO SEE STRUCTURE CETALS 3 ALLHYDRANTWNCHMARNSMETOPWTDFHYDRANT. <. WYE LOCATIONS TO BE SUPREO B VERIFIED BY CONTRACTORS. WYE STATIONING S CALCULATED FROM THE OOWN STREIM MANHOLES. S. ALL TES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES. 8. ALXYDRANTSMDHYORANTWTEVAWSMERETAINMANOTEDBPGKTOTHEWATERMNNT WMEPNSOFA'!BAYED MEGOLW9 UNLESS OTHERWISE NOTED 7. AL SEINER SEMOCES ARE LOCATED 3 FEET DOYMBTREAM CE WATER SERVICES E SEWER AND WATER ME IN THE SAME TRENCH. B. ALL SEINER AND WATER SERVICES ME EXTENDED IO FEET BEYOND THE PROPERTY LINE UNLESS OTHERWISE NOTED 9. ALL VALVES ON THE WATERMAN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTERFLY VALVES SHALL BE USED ON TIE WATERMAN FOR THIS PRQIECT 10. THE CITY OF CHANHASSEN CURRENT£NGINEERING GUICIELINES AND'SPECIFICATIOTYS' SWLLL CAVERN 11. INSTAL HYDRANTS S BEING CURB (TYPICA-). POLY WRAF, ALL HYDRANT BARRELS ii) BOC ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT W SERVILE 12 ALL 4-12- WATERMAN SHALL BE PVC CSW IDR25). ALL 1S' WATERMAIN SHALL BE P/C CDO!I S3R18) 13. MECHANICAL BOLLS SXAL BE INSTALLED IN SANITARY SEINER AT CONNECTION PDONTWOLLOWNG INSTALLATIDN OF PPE TO PROTECT EX IBTINGLIWSFROMDEBRIS.SSEDIMENTINFILT TON BALSSH LREMANUNTLLIWSARETEIEVISEOBIGCEPIEOWY CIW 1<. THE CONTRACTOR SHALCONT.TTHE SEWER S WATER WSION AT LEAST NB HOURS PRIOR TO ANY PUBLIC SEWEIWIgTERMAN CONNECTION. 15. SANITPRY SEYAER AND WATERIMIN SIIKLBECOMELT'GYMFD PETER CONSTRIICTbN AND ILCEPTANCE BYL1iYCWNCIL. 16. SANITARY SEINER TO BE AS -BUILT PRIOR TO WATERMAN CONSTRUCTION. SO a B a SD 1W ■ ■ ■ BWEMFEET 930 ME iPPROYIYgRIE iMESB:'N+AWL MHO MH5 NIMEN5g159+Wt0 pE4(N RIM 9210 RIM9211 BT BY RHE A:gN"TGP IN BLD'. 116 BLD 113 ♦G%IRDMIfE Mnl 4 DNS +Aµ L NU.. r /A CFE 4 B PARA. ER MX , TC 9 F � INV B4]9i III 1x00 W00 ^.B ]P 9•].93 Ce J3 ..TC TSlNV 91]83 WARNING i� HIGH PRESSURE PIPELINE EXDavaem aM Gr 0G,,s9Uchon PIY3hibReO Wltlwut c Ihaace WBII stab One -Call, AND WiBwut WnBen Permission FICIn MAGELLAN PIPELINE, L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT WRING WORK AROUND PWEUNE(SI FIE NOTES 1 MOR TO COMBUSTIBLE HOMECONSTRUCTION. FIRE APPARATUS ACCESS RCAOG CN'ABLE OF SUPPORTING THE WEIGHT OF FIRE A'PARATUS SHALL BE MME SERVICEABLE 2. STREET SIGNS SHALL BE INSTALLED PLICA TO BUILDING PFRAITS BEING ISSUED. J. PRIOR TO LOMBUBTIBLE CONSTRULnON, FIRE HYORANT53WYL BE SERVICFIBtE. C.S.A.H NO. 18 (LYMAN BLVD.) LOT E 1. ALL DIP POR SANITARY SEWER LINES SHALL BE POLYWRAPPED AND ALL BOLTS USED SHALL BE STAINLESS STEEL. 2. REFER TO DETNL SHEElS TO SEE STRUCTURE CETALS 3 ALLHYDRANTWNCHMARNSMETOPWTDFHYDRANT. <. WYE LOCATIONS TO BE SUPREO B VERIFIED BY CONTRACTORS. WYE STATIONING S CALCULATED FROM THE OOWN STREIM MANHOLES. S. ALL TES AND DISTANCES ARE TO THE CENTER OF SURFACE STRUCTURES. 8. ALXYDRANTSMDHYORANTWTEVAWSMERETAINMANOTEDBPGKTOTHEWATERMNNT WMEPNSOFA'!BAYED MEGOLW9 UNLESS OTHERWISE NOTED 7. AL SEINER SEMOCES ARE LOCATED 3 FEET DOYMBTREAM CE WATER SERVICES E SEWER AND WATER ME IN THE SAME TRENCH. B. ALL SEINER AND WATER SERVICES ME EXTENDED IO FEET BEYOND THE PROPERTY LINE UNLESS OTHERWISE NOTED 9. ALL VALVES ON THE WATERMAN FOR THIS PROJECT SHALL BE GATE VALVES. NO BUTTERFLY VALVES SHALL BE USED ON TIE WATERMAN FOR THIS PRQIECT 10. THE CITY OF CHANHASSEN CURRENT£NGINEERING GUICIELINES AND'SPECIFICATIOTYS' SWLLL CAVERN 11. INSTAL HYDRANTS S BEING CURB (TYPICA-). POLY WRAF, ALL HYDRANT BARRELS ii) BOC ALL HYDRANTS UNTIL THEY ARE TESTED AND PUT W SERVILE 12 ALL 4-12- WATERMAN SHALL BE PVC CSW IDR25). ALL 1S' WATERMAIN SHALL BE P/C CDO!I S3R18) 13. MECHANICAL BOLLS SXAL BE INSTALLED IN SANITARY SEINER AT CONNECTION PDONTWOLLOWNG INSTALLATIDN OF PPE TO PROTECT EX IBTINGLIWSFROMDEBRIS.SSEDIMENTINFILT TON BALSSH LREMANUNTLLIWSARETEIEVISEOBIGCEPIEOWY CIW 1<. THE CONTRACTOR SHALCONT.TTHE SEWER S WATER WSION AT LEAST NB HOURS PRIOR TO ANY PUBLIC SEWEIWIgTERMAN CONNECTION. 15. SANITPRY SEYAER AND WATERIMIN SIIKLBECOMELT'GYMFD PETER CONSTRIICTbN AND ILCEPTANCE BYL1iYCWNCIL. 16. 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INC'SEXPRESSWNTTEN AUTHORRATON U$E WITHg7T SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INC .OFALL RESPONSIBILITY . SATHNEAERGQUIST.INC RESERVES THE RIGHTTO HAD ANY ILLEGITIMATE UMSQtaRPMLEGALLY RESPONSIBLE FOR DAMAGES oRLOSSES RE3ULnNGOM ILLEGITIMATE USE IHERESY C TINY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISOR AND THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UNOERTE LAWS GF THE STATE OF MINNESOTA _ '.. _ �� N,�W mNX PE -- -- DMB 0111-17 La. No 147 Ras By $ SATHRE-BERGQUIST, INC. cITY PFIOECT No. FINAL SANITARY _ HANHASSEN, MINNESOTA SEWER AND WATERMAIN PLAN ARBOR GLEN GOLF LAKE CONDOS, LLC FILE Np 23805001 3 EKED BALE W ply DTnAIfi WAIER$HED REVSNXNS DRAM" 10 MGM 0728/15 GRADINGREVISKNS WIN ,1 DLG OBMW6_.WATERRSHED DISTRICT REV. - -IIINDEMNIWSATHR-BERGOUIST, CHECIOEDBY ,z DLS 01n517 FINAL PLANSUBMIITAL m- IWSOUTHBROADWAYWAYGTA,MN563910153)A78®00 __- a q, '1S .` _ OLS 13 (BUM OWI117 REVISE SITE RAN MTE —1401-S MI -117 REVISE SITE PAN -- BF+WSS - — / <i I�1 o — _ --- ----- --- .9 — C.S.A.H NO. 18 (LYMAN BLVD.) ,�5>k V SwISInNm 910 STRUCTURE TASTE Nm Np TC m15 BLD: S B - \ T-llfif9 VLF. . +SAYX 4z .a. 2+m 82) 9'10 910 930 900 910 890 910 990 900 870 890 2.m -1' 3.m Nm 5q 6W0 SwISInNm 910 STRUCTURE TASTE 930 Tc: NL.B tc 919n CL5 o031X Tazn s r L:N9B BID �p BLD: S.a CA4rND NOTES . A CS 921 9158 —_ —_ — — -,2 921 a gig CBMI leis-12TXr 1cL 915) Cr H 910 :19• N '�°F° OL5®51SN Q _ im2'-15TCP ODD Nm Np TC m15 BLD: S B - \ T-llfif9 VLF. . +SAYX 4z .a. 2+m 82) 9'10 910 930 900 910 890 910 990 900 870 890 2.m -1' 3.m Nm 5q 6W0 SwISInNm 910 STRUCTURE TASTE INV STRIICTURENN.E TYPE CL5 o031X TCB+Bw L:N9B BID �p INV CA4rND NOTES . A CS 921 9158 W5' -,2 a gig CBMI CL LL 5 ®11 20% 915) Cr H 910 :19• N '�°F° 9192 �� S95D ODD CSLN „H 917.1 800 9113E M M M M 890 0.00 Q BOO e.a MeG DRAWING NAME NO. BY DATE REVISIONS CB 2515 9192 ID 9159H FILE NO. z3ms00+ 890 0&21 1a' 917.1 5.1• 9120I DATE 11 DLS 01R1HT REVGESDEPLAN --aaTlws D.I.ISd.Ie.vE Oa:�+-+++T,� LC N9miLi (SMI 880 -1M0 ONN 1MB 2.m 3000 111M 5W0 Nm 939 9110 930 10:8102 BlD EL• TC: B1B2 TC N6) Tc�e111 Mn s.9 BLD:1a BLP17 70'.9118 921 BLD: ea 921 21•APRON 910 cLsg599x 8 — :3 1BsrnssKp :\ Ear 910 .44 D�i6pu �^ CL.50021% e s�wuTrox Egli1284-18X ISr3 ! i CLAO3. 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BY DATE REVISIONS CB 2515 9192 ID 9159H FILE NO. z3ms00+ EKLOSASE m DLS 024.5X8 WATFBSHm REnSION3 0&21 1a' 917.1 5.1• 9120I DATE 11 DLS 01R1HT REVGESDEPLAN --aaTlws D.I.ISd.Ie.vE Oa:�+-+++T,� LC N9miLi (SMI 18' 9160 SA 9134J OB m 9+80 /.a 9110 FES TNAE SwISInNm TMPE BNKwcNm TYPE 50E ON.) INV C.Y. RPRM F FE8 21 8020 10 L FES 12 SMD 0 OU11£r STRUCIIME TABLE SwISInNm TMPE INV OETNL K OCS MS.m 9EE STRUCTURE OETNL am I.-.. LJ HIGH PRESSURE PIPELINE Excavation aMlor CDnsWction PrMibitHd M'. IMST ,r Rv WitboN compliance with Stile OneCall,AND '+•Oqt�' Mb CmET WI91aut Wri2en Pepnission Fnxn - S9 35 0 25 50 tm EX WUHLMESSHOWNARESHOWNINANN OXIMATEWAYONLY. THE GONTRACTgi SHKL DETERMINE TIE EXACT MAGELLAN PIPELINE, LP.M M M M M LOG OFANYANDKLEXISTINGUTILITIESBEFORECOMMENCING WORN. HEAGREES TO BE FULLY RESPONSBLE FOR A MAGELLAN REPRESENTATIVE MUST BE PRESENT WRING WORN AROUND PPELIN SCALE IN FEET ANY AND KL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE A1A'ANO KL EXGNNG UTILITIES. DRAWING NAME NO. BY DATE REVISIONS USE(INCWDING COPYING, DISTRIBUTXIN,AMMIRCONVEYNICE OF INFORMATION) OF THIS PRODUCT G STRICRY PRpleJi®WnT1011i SATHRE3ERGWIST,IIIC.'s EXPRESS WRITER NRHORDATION. U�WIUIQR SNDA HORRATIONCONSTITUTESMIILL FFMATEUSEANDSHALLTHEREBY INDEMNIFY SATHREBEItGOUIST,INC.OFALLpE5Pp131SILITY SATHRE3ERGOUGT.INc RESERVES THE RIGHTTO HOLO ANY ILLEGITIMATE USER OR GITIMAEGKLY RESPONSGLE FOR DAMAC£S OR LOSSES RESULTING FROMIIIEGITIMATEISE I HEREBY CERTIFY TINT THIS PLAN CR SPECIFICATION WAS PREPARm BY SE OR UNDER MY DIRECT SUPERVISION AND THAT I AMA WLY REGISTERED PRCfE5310NK ENGINEER UNDER TIE IAWSOFTIESTATEOFMNNESOTA ^l JVu� - ,'/ iV. 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THECONIRMTOR9HALLDTETERMINE THE EXAOTJ q 4 Omn LOG MO MYMOALLEXISTINGUTILITIE80EPORECOMMENCINGWORIC NEAGREFS TO BEFULLYFESPONSIBIE FOR BCALE IN FEET " ANY MO ALL OAMM£S ARLRING WT OF HIS FAILURE TO EXACTLY LOCATE MD PRESERVE AflYMO ALL EXISTING UnUTIES. -6 DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, MOAOR CONVEYANCE OF INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED YOHOUT MITTRE-BERGOUIST, INC 'e EXPRESS WRITTEN AUTIKKRWTION. USEWITHOIIT SAIDAUTHORIZ TIONCONSTIIUTESMILLEGITIMgTEUSEMD$HALLTIEREBY INDEMNIFYSATHREUBER0001Sr,INC. OFALLRESFONSMIUTY. SATHREAEfiGOUIST. INC RESERVES THE RWMT TO HOLD ANY ILLEGITIMATE USFN IXt PARTY LEGALLY RESFtlNSIBIE FOR DAMAGESOR LOSSES RESULTING FROMILLEGITMATEUSE . I HEREBY CERTIFY THAT THIS PIAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT IENa AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA 17 f Jp ^), /i .,4., _� OLL Dan elSCnmm.PE Dee 01-11-1] Ln NO. 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M$E WRHOUI SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY INDEMNIFYSATHREBERGOUIST, INC, OF ALL RESPONSIBILITY SATHREAERGOUIST,INC. RESERVESTHERIGHTTOHOLDANYILLECMMXTE USER ORPARTYLEGALLYRESPONSIBLE FOR DAMAGES ORLOSSES BESULTNG FROM ILLEGITIMATE USE I HEREBY CERTIFY THAT THIS PLAN OR S IPCATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION ANO T TI AMAOIILY REGISTERED PROFEBSIGNAL ENGINEER UNDER THE tAWSOF THE STATE OF MINNESOTA (1 UT -I/. �'�'�'—�VVV��('.7'Li(. �aa R} 6OgA` eA °j•Wa Pxe SATHRE-BERGQUIST, INC. IN SOUTHBRO]DWAY WAYZATAMN. 55301 (961)Q61W0 CRYPRO.ECTNO. FINAL EROSION CONTROL PLAN ARBOR GLEN GOLF LAKE CONDOS, LLC FILE NO ]390500+ ENLOBNSE OB OLS 012fi119 WATEiRSHEO REVISIONS — IXRAWN BY 10 MDM 012911$ -GRADINGREVSIONS - HANHASSEN MINNESOTA 6 11 we, 11 'OLS 09/13/16 WATERSHED DISTRICT REV CHI BY 1Z DIS 012511] FINAL PLAN SUBMITTAL OLS 13 MOM 0/101/11 ,REVISE SITEPLVR mm 11 DLS MIA? FEV19EsinPLAN DenWSFAmid.fi. — Dem, 01-11-11 Lw. NO, M,Q 04,ON15 iI 60 BUFFER 41 9630S a � C.S.A.H NO. 18 (LYMAN BLVD.) i RANCE _ BERM - �/ � BH81 'TE W AMBROS.P6FELWEEASEB ORION - 3 NN mmm WIEBI 61 m,w WIm VEI8a lB 9LIB 1B EL16AS 4 5 6 8 o d 8j 8� 9LIB dB 9'EILB is vE16 is 9ESAS z"a As 0 Is is nzeu Dlzsai sMAl B� 8� B� 9� YIZa� 9MAD - EM AD BOTAil f"IZ613 LILA Al LLLB 11 %MAI 90L8 jD O'MAD V'LL�1D a"IL6 iD ZMAD )MAD 0 O t 921 B 1 GF 9209 \ TF 9221 TFWl2 GF 920.8 GF9216 GF921.0 WWA GFM,O BF 12 9' WO TF 9211 TF 9219 TF 9213 TF921.] TF922J 8912.1 BF9122 9 WO 91 WO 91 WO WO 17 BF9121 BF9129 BF9123 BF9134 BW9a0 �'/,'/,/�.�.� >' 16 � 15 14 13 12 GF MZ GF=5 / TFw8 TF9229 WO WO OUTLO W9145 BF 9195 HIGH Cmns PRESSUREPELINE val� I EAca9on aM/ar Calsbuc9Dn PItl90ibC \ Wl t wrTpIwace waN Stab 0ne4aH. AND Wftu1 WITPAn Pellni9 Flop MAGELLAN PIPELINE, LIP. A MAGELLAN REPRESENTATNIE MUST BE PRESENT WRING WORK AROUND PIPELWE(3) E STINGUTILMUBHOWNM BHOWNINMpPPROkI MWAYONLY. TIEGONTPALTgt S1YLLL pETEftMINE,ME E%IGT LO('ATN)N OF ANY M10 ALL E;IsrING vnurlFs BEFORB GOMBENpING WYXiK ME MaREES To BE FULLYNESICNSIBLE FaR MIY ANO ALL DAMAGES gRI51NG WT CF NIS FAILUNE TO E%ACTLY L04ATE ANO RiESERVE gNYgFA ALL IXISTNG UTLII£$ DRA'MNG NANE NO BY DATE REVISNXLS ,HEREBY CERTIFY THAT TNIS PLAN ORSFE<:IFICATgN JTLOT BUFFER AVERAGING PLAN 41,630 SF C.S.A.H NO. 18 (LYMAN BLVD.) W M 9 7 5) tw \BBB■ 3<'ALE IN FE! f hOR BUFFER NOTES: 11 1. BUFFER AREAS MUST BE PLANTED WITH NATIVE VEGETATION. SEED MIX TO BE USED IS MN STATE SEED MIX 34-271 WET MEADOW SOUTH AND WEST SEED MIX. AT A RATE OF 100 LBSIACRE 1.1, BUFFER VEGETATION NOT TO BE FERTILIZED 2. POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES TO BE MINIMIZED TO MAXIMUM EXTENT POSSIBLE AMOCIRGTY fROIECT NO FlLE NO USE (INCLUDING COPYING. CULT UT9TN, nY 1IR CONVEYANCE OF AM _ 23a05w1 ENLO 80.5E O9 'DCS 0]2&16 WAlEit5HE0 REVISgNSINFORMATION OF THIS PRODUCT 495TRICTLY PROHBITEp WITHgITPHEPARFD BY ME OR UNDER MY DIRECT SUPEliM51ONAlL 1lMTI syq — BA1 BA1 AAADULrRECISTEREDPROFEss1oNALENGINEEnuNOHyT1E BUFFER AVERAGING PLAN DRAWNBT 10 MOM 0]2611fi GRADINGREVL91DNS SATHREAEIiCAUIsr,INC'eF2IPRESSNRITTENMITHg91IATtON. U,EWm1Wt MDAUTHORIIATgNCONSTITUTES ANILLEGITIWTEUSEAND SNILLTHEREBY INDEMNIFY SATHRE-SERGDUIST, INC OF N.L RE6FbN'$IBILITY IAWSOFTHESTATEDFMINNESOTA i — g i SATHRE-BERISQUIST,INC. 1MS011D1 BR050WAY WAYIATA MN SSH1 NM1aTsa069 HANHASSEN, ARBOR GLEN M 11 DLS WWW 'WATER WDISTRICT� GHEDNED BY 12 DIS 01 FjFINMPIANSLIBMOTK_ DLS 13 MDM.OIq)Iti REVISESITEftAN SATHREAERGWIST,INC RESERVES THE RIGHT TO HpLpµYILIEGITIMATE-, REsuLrING MOM RLEGALLY RESIrorvsIeLE FOR DAMAGES CR LosBS '.p FO _ s mPE — Dam _ 01-11-17 Lx No 2614T _ g e q.�O` MINNESOTA GOLF LAKE CONDOS, LLC DATE 14 DLS OWlM7 REMSESITEPIAN OIABl1s _ .T C.S.A.H NO. 18 (LYMAN BLVD.) � I _ . Mincltm Fin Uhwarnmkr'rAtcalal / Z4r So-aynanDMRY.s BIrJI B 4 1BBB CWP RelSvsl MNb1a11 TrIWitl 9 2Sr o t iI Ree Ort O,�oarlbl ] 2alWi - t - I Mor 04.r.d 7 2sr t I.aeer BROS. PIPELINE EASEMENT vara PYu,MISDo a Br r /WILLIAM WhftPer PlaaaPaNa a Br - r—rte TW ]I —— — _______ -�Or eE,aLTR� K PY4 YY/Ai 111 ?r 1 - .... _ --- -- --r - --------- __ v nary a % IllieaaPl 4 rr CMn 1 I I ' 2 ,' I 1 1 3 ---- ---------- ----- ----- I I I I I ----- I 4 E5af 14n lLc lYMllir• 15 ]r NY p� un Muama 13 3SM nl NcaNr .rtalu. a wHT Pe DmmNtrBal m.. „ x11T aeP lI I ; I 1 , , I I 1 ,, ;; /n% I 7 8 9 1 CD I I v 1 I NOTES: FRONT YARD TREES: -ALL LOTS SHALL BE PROVIDED WITH A MINIMUM OF ONE DECIDUOUS OR CONIFER TREE TO BE Z e PLACED IN THE FRONT YARD. -- -21 LOTS =21 FRONT YARD TREES Pf —� LANDSCAPE BUFFER: REQUIRED PLANT UNITS PER 100' AS PER SUFFERYARD B n 2 CANOPY TREES T _ Lu 4 UNDERSTORY TREES/EVERGREENS \i S SHRUBS Q - 950 LINEAR FEET BUFFERING COLLECTOR STREETS REQUIRES THE FOLLOWING PLANTINGS: 19 CANOPY TREES 38 UNDERSTORY TREES / EVERGREENS NATIVE SEEDING 57 SHRUBS rur THE SOILS WITHIN THE BUFFER AREA SHALL BE PREPARED BY RIPPING TO A DEPTH OF 12 INCHES 'ilA i I TO LOOSEN THEM AND SHALL MEET MnDOT SPECIFICATION 38773 FOR SANDY LOAM TOPSOIL„d-'`rte""`"r�,m,�„""�""'-e"�""` BORROW. ,mwr..m ",awm ALL RESIDENTIAL LOTS SHALL HAVE A MINIMUM OF SIX INCHES OF TOPSOIL MEETING THE SPECIFICATIONS FOR MnDOT SPECIFICATION 3877-1 FOR COMMON TOPSOIL BORROW PLACED ON - 25, -- — , , I ALL THE AREAS TO BE SEEDED OR SODDED IIII,.r...a,.reeem,N..�.Awr�.•mm,amm..e...m I YELLOW TAGS FOR NATIVE SEED SOURCE MUST BE PROVIDED TO THE CITY. ALL SEED SHALL BE 4 NATIVE AND FREE OF NEONICOTINOIDS. I I I I WETLAND BUFFER MU( .mm,. mw.„+r.m.wi..,w...•.,..a..,•.,,,.m,e.nww„s WETlANO BUFFER I I I I I / Mind Haight Mevc PraineMia a.n.".,.em��.. ir.r.•..mar • . . (nnMnNrrre %9w Seds/Sq.R RLM/Y ba.wrn..,...a�ee...e..e. , M Graves And•Pogo^8eram.. Bid 900 496 LE A,d,,,, �',een I I I -O.%em Bwselwaan�Pe�eula Aee-OabGrama am 1zW las m• ..... r.m-�^�. Elrmr,snndensis Onda Wild Rye 900 zM L35 3^ 1 Pmiam mraatum 5wI¢nglass lm 10.9 OW c wlwu�e wmearas.rvaaw...,.wewou. • • • • �.�Kiv_� ` go, Stlriarhvnum saparlum Lnle Nuestem 15.m am zx I O'l sorBM1astium mrtans maim Dazs 900 195 Lx D I.rarr.sea�en...bwrm m,a, b.a: I 5pwpti.M1 erdeps Prai ne Mopseed 100 n29 am '^'u"••'aa'r e'aaraa°1m°�^' • . 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CF ALL NOfIBr n,15.SOGUTES LANDSCAPE ARCHnECTS.INC RESE0.VE$ THE RIGHT TO HOLD ANY IlIUMITI"M USER OR PARTY LEGNLY RESDONSIBIE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITMATE USE ms "® b' �'� �� °•' "rmm"' "" CITY PROJECT NO. Norby &Associates Landscape Architects, Inc. CHANHASSEN, MINNESOTA IWEUSn'aal Sr n C -, RL4 55118 (952)361-0614 LANDSCAPE PLAN ARBOR GLEN FRE ND. NM 1 NRI 8615 RalooY Wlfrp Nppm DMWNBY 2 Tw 1.2417 w0ytmarely - NM 3 M 4�-1F Adtlllll 0ua1r ft. -- - 8 12 CHECI®BY 4 TYF 4fn2'1T - pts errs ala par rylRESPONSIBILm DAM / U - x � /�.�e � —[,.,:.coni.. 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USEWIHN%IT END AUTHORIZATION cONSTITUTESANILLEGITIMATE USE AND BHALLTHEREBY AMADULY REGISTERED MOFESSIONALEWINEERUNDER THE THE STATE OFMNNESOTA f SATHRE-BERGQUIST, INC. - INDEMMFY SA„1REAERGWIST. INC. OF ALL RESPON9BILITY,+\ -AWSOF 1 cHa.%iHiisse%i, ARBOR GLEN 11 L R DB; i SATHREAERGQUIST.INC. RESERVESTHEWGHTTOHCIDANYI., TIMATE 1 ' Y�1U \ j 1W SOUH BROADWAY WAYZATA. MN. 553 B1 (W) 476 MINNESOTA LATE -- USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES NGES LOSSES RESULTING �L i"CA�/ s'Ip GOLF LAKE CONDOS, LLC — FROM ILLEGITIMTE USE DANIELI SCHMDTP,E e•�A 11 DaM 1-1,47 LI.W 16147 ARBOR GLEN KNOW ALL PERSONS BY TBFSE PBF.gENT$: TWf Gotfa Caodm, LIE.f owoerofde Mowing downbM poputy uOutM to 16e S= ofMmmW, Ca QfC .Wmot All thane of We No cHy 130.00 fad of do North W of the Southaven Quarter of Swvan 24,Towm*116, Rs 23, a moatd ak"gthe Wmlino thawfsod lying Wcoaly a theccn u of Soto Highway Na.101.114 cmtnlim of said Highway No. 101 ie d4 -.c a.follow.-. Beginninguapawt eo the North lice of theSwWwed Quab of Sstion 30, towmhry 116, Range 23,adutana of 63252 fm Pao of We NOMwem wrnd of said SmMwea Qu ,, the baring of the NOM lice of the Sou wo Qua t u avu d to be S eS degs® 46 morula 29 —on& Fop. Iherce SwN 4 degrtm 24 minurm 41 vewo& Woo a � of 413.8 fm; Wenn oo a .,.1i4 cant, wnuve w U Eom having a cmnal angle of 11 degsm 38 minora 21 —o& ad a Mia of 196219 fm a dutaceof 398.62 fen Thence Slob 1 degsm 13 mwaa M e o& Faa wgmt w We lest dmnbd cwva a dooa of 21] 65 fob thence on a mgemial nine, Lmave w the Wen boviog a amoel angle of 1 4&grin 29 minora 11 swvda and a Mia of 1 166.15 finea diol cof 244.88 fec1, mom orlmc. to apoint mtheSmh live of the North Hdf of We Swlbwmt Quem of 8 tiw 24 and Wince lmmiaung uid point diwae 660." foe Paa.dy ofthe Swthwat comer of We NOM Halfoftk S9u&wese Qanm. EXCEPIAIG THEREFROM Parra 71C of the Mwomoo fkpanmmt of TOapoadw Rigbtuf Wry PHt No. 1019, m the came a on fik sod of mod w We afio of 1M Cauvy Re w and fm Carve Cawty, M. Ha me 1 the mono to be sorve5cd ad plemd a ARBOR GLEN ad dm b yde to the pWk fa public we f a the Avnage ad oohl easing m aood hdewilh to wimasw ufasid GaffI Cwdw LLC baa these ptowo w M mpod byio poen ofO thio dry of 2011. Mak F2tlo,Mv STATE OF M2NNh5OfA CIXMEY OF Ih toeBoing inmtmmtwa semol.W Wi me this d, of Noory PWlie,Hdee, Cavy.Morena SURVEYORS CF. RT2P2CAn 2011, by Mesh Mo. Manager ofGolf Lege Candor, LLC. MY Co®uam ENitm: Namy fl N- 1 EhV B. Pembawq do bneby ocofy than thin put wan pepaed by a. mwdm my dam vtpnruiw, thaI ma"YHamad W mrveym w ON SMW of Mwosod; don Wes Plan u a wear n.Wamd a We bwoda, curve. WadimW®udcam ad hbcb mw y doigawd on We plq da all mmtwao depimd on We plat Wvc boo or will be wnecdy m voW oco inmidkad on ft pk Wes W woo bmmdaia ad wet laud.0 defied w Muses SuoSection 505.01. Subdivwian 3 outing m of the &w of oral adonm Wown eM l lodm We Pat: sod Waa0 pob0e wayamabown and W leder the Pk. Datil thk dq of Osvid B. pmbawn. Lewad Lad Smeym Mmmata Licwo No. 40344 STATE OF M NT YTA COUNTY OF 30R.MEPW Tbo foo owg iamwmt wan rlmwkded ki =this Noory Public, Hewepw Cavy,, ® a e SATHRE-BERGQUIST, INC. °`F a day of 2011, by Oavid B. Pcmbmto0. PmfmsiooA Land S qm. Mivaau Liao<No. Q0 My C-00 Ery— Not, P ry—NavyP Nave PLAT FILE NO. IC.R. DOC. NO. I CRMTSASSEN, M3NNESOFA Thio Plat ofA RGLEN wm ap od and=cP dby&o City Come0 ofthe City of Chanbuan, blinaand az• regales maeliogheld thin_&Y of n in e®plwoce with the Poovuiom of bfwnmo Sumo Sou. 505.03, Subd mim I C COUNCKOFT C OFCIIAM3AS.SEN,MB4NF.SQfA COF.TTY SURVEYOR, Canvm Covnv. Minmma P aant w Chaps 3",Mi®caa fawx of IW1, Wia pla ha ban appo. thir day of Brian Pnslte,Ca counrySlnveear By COLTTY ALMORRREASL' R Carvin Comm. Minocod I bme y mutt' Wes me pSable w .and prior Yon love ban pid fa w Wil )ML 0. fl- _day lean. Dane, Cowry AuWtman— COUNTY 31ECOMER, C—mCa ,bGwewo I bmby=* da thu pW ofA RGLEN wo fild a tWunumm No. 11 2011. ARBOR GLEN I A Wl 6 11E A l/1, 4LN /I \' SA'IY51'E 0.1253 -�� I I I I .-Il lIF 6 0E 111/1. 4GN (MN"tl4 - 6ID) I 1 ., �.,,.n. LV. I E_t 1Yllll• EiV VI_LYIVIV S89°47'54"E 551.19 i�SS I 3Q.991N 9,L733/]2 Vw 479.74 spat Gs y v - - _ _ _ I OUTLOT B v , _E/SYOR EPI PMN: E9•p¢ m w W. ' Y0'b'31-E 590.31 P amLmf4 epr ^I m I „ __J___-_______________-_____________ Q 30 0 20 10 80 \ 5830'311 318.3 _.3 %131.0 4.0 54 .0 54.00 . 99.97 I 00 --J_-_N nI I O Y3 l WI I I I-PtN1AQ MO „ mNIY 15 L1J FA411flIL �a �n--(� -11- ORADIAGE ANDUTRIT-3Y E1ASFLA@IIS ARE SHONRi THOS: I �FC- :. � s�a��,..1 =I II 2 =�11oy <a>N-an „1 ;,nIN�,< L0005,4b'731',p 1`21�g "I f r --1 F- --I 1 I yk-I 13 4 5 1' 1 6 7 1 8 1 1 I I 9" 5 "Oew1r1 I0 _ IBr k +•.J L -sss�•f31.e]I* 1 I' -J �-- �J J -J L` J I;r 8j L �.`I NCO �ry� 21.26 21.42 31.84 - I NOTT05CA9E I bi ' R. ��ISM V le-e'x'4_Y^I n.P 38.9] Sa.00 54.00 54.00 T nL - OiJTLOT n \ I �- IJw ego 9MYfbtn F^3WOO .Tv �rmw "5fwtinwiirhx5 Aomiog si�ld lino ana mr bt i \J9 I P 1p0 T _ \`l. ' N a' I 5eu•2T01 �L _ - R�30.00+/ \ pINI1ff N9 1 n i3 4'epa et 3s.a3 , - °p 1= ser31•P'E was -1' \5. mm` y.'i� n L', I ,dpini0g ng51ofwny l�nn. ucie plU rise ind�cvMu�M.e 3019' SI�BJ 9 \ \/' amort w�Le Plzi s: 1 I_ III \u l,/ oF-I 28.19 54.00 54.00 29.2] {.� �.4'y. `/�$ a2n 1 p $ Im q=n1 loe 10 WI C °� r r 1- (b "'R / \a� 51!°b'S0'E /f3 7 1_ 18 61 non __� L1J I I� 1 Is 17 Qxi 9�4.9.9A9 1 I„ s `1 1 y 161 ;1 b I I; I I- I9 ml I I ml 15 IIs 14 1 1g 13 gl 14 I TnwmhiPlIk Rm Zlr5icboa Wb ^O I N o n 12 /i. �<4< Na1N 00 degm 93 awua 95 mud wea L - - - 2Z L �I I al 1 1^ I Ir No o D¢ alanllli0[ONyl4i�i,m Pipe, mfr Im �'�J I nl 1 I� + $ N1 1 $nl 1°`�3y443� \�\2 9y� p pwmam makW by l�[w. NoQW3 ;.$a9'34'S0'E 'VJJ°4J'IS' ��801 1010 I 1 1 I ynvY Iim� 433, r y\O5� w as.3J J Ls].00 J Lu-ooJ L3._Da s • Dmam,FauoO Ow Mwlmml Cr- O 41 J L54.pe N �I1D Oevam,38'3'Fme Cu-h-Mml 3112'E 111.0 0E N8.15J 0In 10 O / C, I n <- � m m fn \ 3 W 9io � Nei MTYE OST I I �.m 1 11 8 C3 CURVE ANO UNE TABLE .9 L 58.55 J L_ 98.28�xe 3o.n 1 W F C ADCANG 389'3112'E 155.18TAB EON DLTA N C1 18.91 M199 Imm 191 189 L7 C2 1535 MWW41• 4109 3,5.9S19W1929 OUTLOT D " B C3 5129 5=25'3Ytl' 115Mslr" 3W 50.81 I ; 1 \ . U G 150 MBtla1p 69.00 970'SB23w 1b C5 8.99 bnlW 47M ffi9458 BAB z 08 2198 6=1125.1?• 8500 31B'1T4214 2131 I '-f q• Ce n'R$ u 35-09 a=T3.2pL1• mw slrw1 35.815 b \ \ . \ P�, I ji.,li t1 OUTLOT EAt 2a 25'39191/ I . ZJ23/ I 12 12M S23.30'taW Pa•.P 91• unnr DODEH \ 2 n V ,500 53{9133W I OIEN Nl R PI1Lm E J• 19 In U ,338 825'30'181Y </ ° O 91ET LANG \ ` \ n P I or g# 1�1I SATHRE-BERGQUIST, INC. a N� u ---------------------- C.S.A.H NO. 18 (LYMAN BLVD.) =q 1 19ERM - - A"LIAM BROS PIeELI4EEA$EMEh' - A NO. TYPE MANAGEI PERMANENT BUFFER WIDTH 25 FT STRUCTURE SETBACK 30 FT RILEY PURGATORY 60' FT BUFFER MDM AVERAGING = MIN 30 FT, MAX 120 FT LOWEST FLOOR 3 FT ABOVE 100 YR FLOOD ELEVATION STPAUOSON ST PAVL, MN 55120 INFORMATION) OF THIS PRODUCT IS STRICTLY MOHIBIMD WITHOUT PREPARED BY ME OR UNDER MY DIRECT SU%RVIS0N AND THAT OlUk"BY II 1 II 07119116 1 -1 II — —4 T--3 i1 11 AM A DULY REGISTERED PRCfESSIONAL ENGINEER UNDER THE LIN — � T —_ —,—I WATERIER PEVOi101,121 SAID AUTHORIZATION CONSTIryTES AN H I EGMMRTE USE AND SHALL THEREBY i 2 CHECREDBY 10 MDM 076MVIS YI 11 /. 013 11 DIS OVID16 WATERSHEDD6TRCFREV. USER at PARTY LEGALLY RESPONSISIE FOR DAMAGES OR LOSSES RESULTING 4 i 5 6 ii DIS 7 ii 8 ii 9 FROM ILLEGITIMATE tSE Di1wl Sd dt PE OWWr6 1 W11] i11i 1� Yi �i �1i1 1z 1111 _I ori L___J L --- J L --- J IO -o I _ -�- 1-- --1 I I-- F--- FFF A' 1 1 I 1 1 L1-----1-8' 1 I 15, ,14 ,/ n18, i 13 1 1 12 � L I-____� IIIIIIIIIII II II IIIIII I '—J L_—_� III _ 10 - �..�� wETLANp eUFFER� 44M1� _ o F�IIIIIII III.. 1 I I J L____- Illllllll'i ., illllllllll'' OGT IiIIIIIIII' EOSTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY THE CONINAGTCR SHALL pEiEAMINETHE EIVLF LO TIONOFANYANDALLEISTINGUTILITIESMFOR MMENCINGWORN HEAGREES TO BE FULLY RESPONSBI.E FOR ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO ISQICRY LOCATE AND PRESERVE ANY MID ALL E%STNG 11TILITE3 IIIIIIIIIIr, Iiillill IIIIII -ITv RECEIVED SEPI APR 17 2017 CHANHASSEN PLANNING DEPT 2030 LAND USE PLAN PROPOSED ZONING MIN LOT LOT FRONTAGE MIN LOT DEPTH SETBACK WETLAND RESIDENTIAL 1.2-4/AC PUD 5,000 SF (50'x100') 54 FT 100 FT FRONT- 25' FROM CURB TO GARAGE REAR = 20 FT, LOTS 2-11 133 10 FT SIDE LOT LINE= 6 FT SIDE STREET = 10 FEET(CURB) CITY CODE NO. TYPE MANAGEI PERMANENT BUFFER WIDTH 25 FT STRUCTURE SETBACK 30 FT RILEY PURGATORY 60' FT BUFFER MDM AVERAGING = MIN 30 FT, MAX 120 FT LOWEST FLOOR 3 FT ABOVE 100 YR FLOOD ELEVATION STPAUOSON ST PAVL, MN 55120 pMWIRENAME NO. BY DATE REMSKK6 2 UK (INCLUDING COPYING, DISTRIBUTION, ANDA COWYEYMICE OF INEREDY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS EXLO BASE 07 MDM 0]/15116 _REVISED EASEMENTS STPAUOSON ST PAVL, MN 55120 INFORMATION) OF THIS PRODUCT IS STRICTLY MOHIBIMD WITHOUT PREPARED BY ME OR UNDER MY DIRECT SU%RVIS0N AND THAT OlUk"BY a MOM 07119116 REVreED BMEETB SATHREEERGWIST,INC.'s EXPRESS WRITTEN AUTHD6IZATION USEW ROUT AM A DULY REGISTERED PRCfESSIONAL ENGINEER UNDER THE LIN a DL5 07/16110 WATERIER PEVOi101,121 SAID AUTHORIZATION CONSTIryTES AN H I EGMMRTE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA CHECREDBY 10 MDM 076MVIS GRADRIG REMSIal4 INDEMNIFY SATHREdERGWIST, INC. OFAU-A6PgiSIBILnY SAT A1JER000IST,INC RESERVESTHERIGHTTOHOLDMIYILLEGmUMTE /. 013 11 DIS OVID16 WATERSHEDD6TRCFREV. USER at PARTY LEGALLY RESPONSISIE FOR DAMAGES OR LOSSES RESULTING •a OAIE 12 DIS Otl1<J1]_FlNAL PLAN BUBMIFML FROM ILLEGITIMATE tSE Di1wl Sd dt PE OWWr6 1 W11] REVISE SITE PLIN 000 O,Y. 01-11-17 LnW mw WARNING - HIGH PRESSURE PIPELINE Excavationand/w CwSllUaion Prohibaed Without oompllanue with Slate Or eCaIL AND Without Written Permission Fran MAGELLAN PIPELINE, L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT WRING W016KAR0{IND PPELME(S) PREP:11PREPARED FOR DeBactian 1 TAM 2 NW1IYZATAMNCONTACT 3 . SBnilary Sw.er and Watminni Plan TOM GUDSQNBFAXNE'.(•S2) Stam Sewer Plan BLVD FK P521,]8 STPAUOSON ST PAVL, MN 55120 BoaXX1 Contra Plan PHONE.(651) 28, 3]90 Laldscapa PIM 8.11 CONTACTpV1ELSC �mm ©o X00 •a n 000 moa ori IO -o WARNING - HIGH PRESSURE PIPELINE Excavationand/w CwSllUaion Prohibaed Without oompllanue with Slate Or eCaIL AND Without Written Permission Fran MAGELLAN PIPELINE, L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT WRING W016KAR0{IND PPELME(S) PREP:11PREPARED FOR DeBactian 1 TAM 2 NW1IYZATAMNCONTACT 3 . SBnilary Sw.er and Watminni Plan TOM GUDSQNBFAXNE'.(•S2) Stam Sewer Plan BLVD FK P521,]8 STPAUOSON ST PAVL, MN 55120 BoaXX1 Contra Plan PHONE.(651) 28, 3]90 Laldscapa PIM 8.11 CONTACTpV1ELSC SHEET INDEX TABLE SHEET DeBactian 1 TAM 2 1 SBeal Pure 3 . SBnilary Sw.er and Watminni Plan 4 Stam Sewer Plan 5 Grading Plan S BoaXX1 Contra Plan T Laldscapa PIM 8.11 City Details w a 0 a w 1m .�MENEM SCALE IN FEET g SATHRE-BERGQUIST, INC. TITLE P" _ IwSOIITIIBRO.ADWAYWAYZATAMS MIN. RM 4711400 HANHASSEN ARBOR GLEN 0.f"�•` MINNESOTA ARBOR GLEN CHANHASSEN, LLC �a C.S.A-H NO. 18 (LYMAN BLVD.) PL Me CL I" VL semC to Boe1 :i to Bpd xo 1. aeoe Coupe to be t/r nee.. EdW e1 - ttt sp°` 4 - r .r a- TWui. Seel 1 %3'-M WT 2360 SPeE0N05 "Ab a See- Noetb ToN Coat - 2157 r -MI 1360 WNw- Cm ble Co. 13' -Om 5 eggryo:e 2 - MNDOT 31N.20 See Gr. e— ('See Note 7) NOE 1- Mini— fiebt-of-ft, Rtyuvad -fie'. Mo.— street ".E. ).OS 3. tr m seet 11.E. 0 150 6 l0'mToo 0 Nocee In eieb.io. ar<vs- 5. 2 Roils ma beema Cure. 6. Ti. bituminous Beim, -I— ylex be 0—d Ino ne. cp eb d c- ]. 19cn 101. in9 placdnMt of . bitumTous aoee. test rat of tee P,. subpaae 91.1 be W. br Ibe —er onr corse -tum, me vtT noe me -.- -. a bon booed en tee teet r.l. -ee .m9 botn . p1 roWeay L111 OF TYPICAL CWMEN RESIDENTIAL FIRE NOTES 1. PRICK TO COMBUSTIBLE HOME CONSTRUCTUN, FIRE MPNMTUS oCCESS ROUIDS CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS SHALL BE MADE SERVICEMI ]. STREET SIGNS SHALL BE INGTALLEO FRIIXY TO BUILDING PERMITS BEING ISSUED FIRE MAPSHAL MUST APPROVE STREET SIGNAGE. 3 PRIOR TO COMBUSTIBLE CONSTRUCTION. FIRE HYDRANTS SHALL BE SERVICEABLE wkklil HIGH PRESSURE PIPELINE Excavation and/w Calstrucuon Prohibited Without compliance Ydth State Ona-0ah, AND Without WnBen Pemissm From MAGELLAN PIPELINE, L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINE(S) CROSSROADS COURT umI I I' i t I 900 No IIIIIIIIIIII Il II I _ _ uc,1.B3 I�IIIIIIIIIIIIIIII --- 910 g e $LOW r $Es EV BID. STASao O II II II II II 1111111 �.:, sm EE PVI]e95.W Q$ - I I I I PW ELEV:9111ae g K'WW !11111 I No "sY 930 1111 ISq1l 920 -Tot% D70% _ 920 . _ _ _ _ _ _ _ _ _ _ _ _ _. _ _ _ \.... 910 910 900 900 7, 35 9 25 W 100 99 89D 0 �BGLE IN F£Ei _ Drt1 ReiA mQ m m $ Ep3TIN0UTLRIESSHOWN/1RESHOWNINANAPPRO)I;MATEWAYONLY. TIECONiRIGTORSHALL pETEpMINE TEEXACT LOwT OFANYANDALLEXISTINGUTILITIESBEFOREGOMr.ENCING WORK tEAGIBSTO BE FULLYRE5F0lSBIE PoR - ANYIWDALL DAMAGES PRISING OUTOF HIS FAILURE TO E3IDTLY LOCATEAND RE89NE AWY MID ALL E%ISTINGUTIL(IES pat (HID IHW teat leW 36at 2a0 Seat 3em 4e00 "I'm 5.00 5'k 6e00 Beat ]eW ]eat tMAWWGLl1AE NO. 1 BY DATE REVISIO619 IHFAEBY CERTFY THAT MIS PIAN OR SfECBMATgN WAS CRY PROECTNO. FILENO. USE (INCLUDING COPYING, DISTRIBUTION, AND.OR CONVEYANCE OF C EALO 8113E W WM 07115/16 REVISED EASEMENTS INFORMATION) OF TINS PRODUCT IS STRICTLY PROHIBITED WRHWi PREPMmBV ME OR UNDER MY DIRECTSWERVLSIOHNW THAM �4K FWAF — FINAL STREET PLAN 33at3001 WA BY OUT 0 ; MUM —071IW16 REVISED JLSHED REVISIONS SAID ptE1THORIZAT ON CONSTEITUTES AV It GRIMOI�E USEANO SIWEWITH �Y IAWBOFLTHE SIATE OF MINNESOTA IONAL ENGIt1E01 UFAERTIE f MIN SATHRE-BERGQUIST, INC. LHECIfEpew 10 MDM O712fi116 GRADING 0.EVISIpN3 INDEMNIFY SATHREEERGOUIST, INC OFAU RESPONSIBILITY (� 7 1 HANHASSEN, ARBOR GLEN 2 SATHREbERGOUIST, INC RESERVES THE RIGHT TO HOLD ANT ILLEWTIIMTE �l I „ l` .,.. tat30UTH BROADWAY WAYUTA LM. SE1 (BST13i8WW DLs n DlS-oa12i1s wATER3HEn DIBrwcrlEv.�:�*�.�, % :• MINNESOTA USOMOR PARTY LEGALLY PESPONSBLE FOR DAMAGES qY LOSSES RESULTMYO ♦ + DATE 12 1 MO 01 117 FINAL PLAN 9tIBMTTK FROM ILLEGITIMATE USE. Dee S1AmRPE 44 4 pe,Fn ARBOR GLEN CHAN HASSEN, LLC 0408113 1 MOM 0407/17 REVLSE RAN 06:01 -it -1) Lc. No. ... 2aL41 ROAD 1 NMMs SYbm Ree. IaIMh LbaChee Diladm D6 Anpe Lt WWW l9a ST/TMSSE Cl 0019,00 100.00 MSB 911.31.10 tcW WHIM, U aeaem 1728 S3 W1a13'W C2 111 100,00 MSB SIT N'W83W 35'3TLT I3 1e3ln Wm SO'ar"mm C3 1eB620 WW On III ITS334E 88.1911' U 2111.74 an SM-21.45SIE G aeZ1,42 3WID 30-18 861- SF U.74M ff fale IS "At 31V 881.3TWS]£ CS 3MO.M 30000 3751 SM•mWSS£ ]WDT IS 46Z710 IHSS SBB'31, I:36E d 111 mm mm 31111- Sir 01.10E wiml P V Se8)S3 2211 Sb'M'WSBE wkklil HIGH PRESSURE PIPELINE Excavation and/w Calstrucuon Prohibited Without compliance Ydth State Ona-0ah, AND Without WnBen Pemissm From MAGELLAN PIPELINE, L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINE(S) CROSSROADS COURT umI I I' i t I 900 No IIIIIIIIIIII Il II I _ _ uc,1.B3 I�IIIIIIIIIIIIIIII --- 910 g e $LOW r $Es EV BID. STASao O II II II II II 1111111 �.:, sm EE PVI]e95.W Q$ - I I I I PW ELEV:9111ae g K'WW !11111 I No "sY 930 1111 ISq1l 920 -Tot% D70% _ 920 . _ _ _ _ _ _ _ _ _ _ _ _ _. _ _ _ \.... 910 910 900 900 7, 35 9 25 W 100 99 89D 0 �BGLE IN F£Ei _ Drt1 ReiA mQ m m $ Ep3TIN0UTLRIESSHOWN/1RESHOWNINANAPPRO)I;MATEWAYONLY. TIECONiRIGTORSHALL pETEpMINE TEEXACT LOwT OFANYANDALLEXISTINGUTILITIESBEFOREGOMr.ENCING WORK tEAGIBSTO BE FULLYRE5F0lSBIE PoR - ANYIWDALL DAMAGES PRISING OUTOF HIS FAILURE TO E3IDTLY LOCATEAND RE89NE AWY MID ALL E%ISTINGUTIL(IES pat (HID IHW teat leW 36at 2a0 Seat 3em 4e00 "I'm 5.00 5'k 6e00 Beat ]eW ]eat tMAWWGLl1AE NO. 1 BY DATE REVISIO619 IHFAEBY CERTFY THAT MIS PIAN OR SfECBMATgN WAS CRY PROECTNO. FILENO. USE (INCLUDING COPYING, DISTRIBUTION, AND.OR CONVEYANCE OF C EALO 8113E W WM 07115/16 REVISED EASEMENTS INFORMATION) OF TINS PRODUCT IS STRICTLY PROHIBITED WRHWi PREPMmBV ME OR UNDER MY DIRECTSWERVLSIOHNW THAM �4K FWAF — FINAL STREET PLAN 33at3001 WA BY OUT 0 ; MUM —071IW16 REVISED JLSHED REVISIONS SAID ptE1THORIZAT ON CONSTEITUTES AV It GRIMOI�E USEANO SIWEWITH �Y IAWBOFLTHE SIATE OF MINNESOTA IONAL ENGIt1E01 UFAERTIE f MIN SATHRE-BERGQUIST, INC. LHECIfEpew 10 MDM O712fi116 GRADING 0.EVISIpN3 INDEMNIFY SATHREEERGOUIST, INC OFAU RESPONSIBILITY (� 7 1 HANHASSEN, ARBOR GLEN 2 SATHREbERGOUIST, INC RESERVES THE RIGHT TO HOLD ANT ILLEWTIIMTE �l I „ l` .,.. tat30UTH BROADWAY WAYUTA LM. SE1 (BST13i8WW DLs n DlS-oa12i1s wATER3HEn DIBrwcrlEv.�:�*�.�, % :• MINNESOTA USOMOR PARTY LEGALLY PESPONSBLE FOR DAMAGES qY LOSSES RESULTMYO ♦ + DATE 12 1 MO 01 117 FINAL PLAN 9tIBMTTK FROM ILLEGITIMATE USE. Dee S1AmRPE 44 4 pe,Fn ARBOR GLEN CHAN HASSEN, LLC 0408113 1 MOM 0407/17 REVLSE RAN 06:01 -it -1) Lc. No. ... 2aL41 Hl tRi,M Bp( - T CF En E% IIH W, 1 TC 9 NV,63]9l ® 33 tC 9YGT§ H , TC 92293 IYMv9t].8, 0 MH EX.2 rx 940 O 930 En 880 BWO II90E=Rf e STA 0�24 X 0 G'T''P' Ci ND D F" -ND - O RIMA24A !n f31YY W R r Sm IL\ R D9sl,w trvM G BLD 181 MH 1 MH2 910 las rttlp WARNING — — HIGH PRESSURE PIPELINE EXpvBBm and/or Comst lan Pm bd Wi0wu1 complianns W Sfab Gn1CAII. ANO Witlwul Wrltwi Pl isl FIIXn MAGELLAN PIPELINE, L.P. FIRE NOTES 1 MOR TO 00MIUSTISLE HOME DONSTPLCTION. FIRE APPMTUS ACCESS RODS WINSLE OF SUPPORnNG THE WEIGHT OF FRE APPARATUS SHALL BE MINE SERVICEABLE 2. STREET SIGNS SH LL BE INSTNIEO PRIOR TO BUILDING PERMnB BEING ISSUED FIRE MORSHAL MIST APPROVE STREET BIGNN£ 3. PRIOR TO COMBUSTIBLE CONSTRUCTION, PRE HMRM'TS SILLLL BE SERVICEMLE C.S.A.H NO. 18 (LYMAN BLVD.) 1. ALL DIP FOR SWRNyY WAER LINES SHALL SE POLY WRAPPED AND ALL III USED SHALL SE STAINLESS STEEL. I. PEER TO DETNL SHEETS TO SEE STRUCTURE DETNLS. 3. ALL HYDRANT BENCHMARKS ARE MP NUT OF HYDRNaT. <. WYE LIX TIONS TO SE SUPPLED 6 VERIFIED BY CONTRACTORS. WYE STATIONING IS LN.WIATEO FROM THE COMM STREM M NHOLES. 5 ALL TES AND DISTANCES ME TO THE CENTER OF SULFACE STRUCTURES 5. ALL HYDRANTSAND HYpiNiTGI VKWS ME RETAINED A40 TED BOCK TO THEWAMRMNN TEE BY MEANS OFOPIROVID MEGA,UGS UNLESS OTHERWISE NOTED. T ALL SEINEN SERVICES ARE LIX'ATED 3 FEET DONNSTREAM M WATER SERWCES F SEINER AND WATER ME W THE SALE rRENCX. B. AL SEWER AM WATER SERVICES ME EXTENDED IO FEET BEYOND THE PROPERTY LINE UNLESS OTHERWISE NOTED. 9 ALLVKWSMN WATERMNNFORTHISPROIECTBIIpLLWE MVR.VES. NO Bll1-fERFLYVKVE5514LLL BE USED IXI TIE WATEIWAM FOR THIS PROJECT. 10. THE CITY OF pWNHASSEN CUWRENT ENGINEERING GUIDELIIEYAND 'SPECFMATpN3' SHNL CAVERN. 11. INSTALL HYDRAM9 5 BEH W D CURB (1YPICAL). POLY MRMN HYDRANT BARRELS nl END N -L HYDRANTS UIRIL THEY ARE TESTED MD PIT IN SENILE. 12 ALL 4'-1T WATERAMIN SHALL BE PVC C9o0(DR25). ALL 1E' WATERMAW SHALL SE PVC C905 (DR18). 13. MEl BALLS LBE INSTALLED IN SMl SEIVpI AT GONNELTbN POINTWOLLOWNG INSTN.IATION M PIPE TO PROTECT EXISTINGLINESFROMDEBRIS,BSEDIMENTINFILTMTWN. B LSSHALLREMNNUNTILLINESMETELEMSEDBACCEPTEDBYTHECDY 10. THECONTROGTORS LCONTODTnESEW£RBWATERDIWStp1 AT LEAST<B IgLIRB PRIOR TO qNY PUBLK; 9EN£MYATERMNN DONNIll. 15. BANITMYSEMERMOWATERMNNSHALLWCOMECITYOWNEDOFIERCONST ML ONMDACLEPTM BYCITYLOUNLIL. 15. SWITMY SEWER TO SE ASAUILT PRIOR TO WATERMNN CONSTRUCTOR. SO 0 0 25 FA 100 aruE wRST 940 930 920 910 900 1. MH6 MHS RIM 9210 RIMS21.I BUD 110 BUD 113 I nan.lre YM ATON I u sslrO oaNg i ? 930 920 OHL EOSRNG UTILITEBSIIOWN APE SHOWN IN M APPIROOMATE WAY ONLY. 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DLS SING AUTHORI TIGNCONSTITUTES ANILIEGITIMATEUSE AND S LTHEREBY MNSQFTHE STATE OFMINNESOTA ARBOR GLEN 9 CHECKED BY WDEMNIFY SATHREISERGQUIST, INC OF KL PESPoN591LT' ) I . ' 150 BDUTH BRDADWAY WAMTA, MN. 6591 (E6MAteSDDO CHANHASSEN, OLS SATHRE43ER000IST,INC. RESERVES THE RIGHT TOHOLDANY ILLEGITIMATE 1Y� "!. P,YN�' L" MINNESOTA DATE USER MPARTY LEGLLLYRESPONSIBLEFOR DAMAGES ORLOSSES RESULTWG a R e ` a� ARBOR GLEN CHANHASSEN, LLC FROM ILLEGITMATE USE. DANIELL. SDHMDT,PE Q< . 11 avows Db: 1-11-17 L No. ZDO 7. Clsas•�.m�axxa�.� L r• •l • —sCwMETE f RESID,+'AL ff� IKµ. _ ':: E. N1 M DRILEWAY 1N-T.CEs wre 1cMWAA'9 USE(INCLUDING ICOPYING.DISTRIBUTON.ANDOft CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFlO`ON WAS lAIT1'IRV.2{il rvu. 1.Nv DL3 INFGRMVITION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERNSON AND THAT `y.Evs "W`•. — DETAIL SHEETS sa60 1 EXUWN BY --- SATMREAERGWIST. 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DISTRIBUTNX", ARpgRCONVEYANCE OF INEREBY CHRTIFY THAT THIS PLAN OR SPECFMgTgN WAS FILENO - �- INFOR MN)OFTNISPRODLICTISSTNICTLYRYWIBITEDWRIgUT PREPMEDBYWM UNDERWDIRECTSLpER ANIITHAT +pas A, ` DETAIL SHEETS '2y 1 MTHREEERGGUIST, ING's EXPRESS WRITTEN AUTHORIZAMIN USE WLTIICUT AUTIORRATION CDNSTRTES AN ILLEGITIMATE USE AND SI WL THEREBY AMAWLYREGISTEREDPROFESSIONALSCID LAWBQFTHESTATECFMINNESOTA ie SATHRE-BERGQUIST, INC.ING.OFMLRE.AON VUTY 7CHANHASS ARBOR GLEN 10SCTHRE ;QlKNUTHBROPDWAY WAYZATA.MN SSIBt TRU)4B '..� RGDUIST. INC RESERVES THE RIGHT TO HCL) ANY IL GmMATIE �N � _ mrPNpAa USER GR PARTY LEGALLY RESPONSIBLE FOR DAMAGES CR LOSSES RESULTING A ARBOR GLEN CHANHASSEN, LLC DANIELL SGHMIOT PE FROM ILLEGITNIAM USE PS 11 - D. 1-1147 Lc No M1O q'w�ml 1 r r` 15 cn.iu reiw.. t♦ I MSADt dip O(IX YM MialE alas tWA1M " sN� 1FI.PSR .ACRES OALIE55� cuuvc NVMeANT "" Sb3i *mu - I PU6YFIIT O.iaYi t0/Inbrt ^" SNU is sv sires �_ a Tz � {tel � ` iS -..- � � r •aLSw'RT'. .i/FdLVf9.'sf8 � � � 1!' r lQYJVi05\LP61'.F<T� �ysts.aarara+sasr. mi.am..aM•ust �iaz`+i:Treiw`veea +survgrrr�.wmr�s-- �Y I �� ('I es--md s•uoum n.x 5-xnsbWs v e *mu - I PU6YFIIT O.iaYi t0/Inbrt ^" SNU 1 �T .� • s� :meq l ^. r �K \\ ram r q [ r. • IlW 11i a. w_�iw ewer 1\\ YIL' Sliii'�••-•••-•-•�_y � woi�ruUrr,cexenvwn� ;TJRfi1��8LY••-r��• Y�6'L �^ USE (INCLUDING COPYING, DISTRIBIRION, MIDODR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECT TION WAS QTY PROJECT ND. FILE NO. p? INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBRED NITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AID THAT wAc^' '•r t - DETAIL SHEETS x�sosrol DRAWN& SATHRE GO ST.INC.sE ESSWRITTENAUTHORISATON. USEWTTHOUT AMADULY REGISTEREDPROFESSIIC A ENGINEER UNDER THE Ap $ SATHREBERGQUIST, INC. DLS SWDAUTHORRATIONCOMSTITUTESANIl1EGITIMATEUSEgNUSHALLTHER®T LAWS QF THE STATE OFMNiNESpTA - ARBOR GLEN 11 CIffCXED INDEMMF SATHREAERGODIST. INC. OF ALL RESPONSI9UTY, CHANHASSEN, SATHREBER ST.INC. RESERVES THE RIGHT TO HCLD My 111 nMATE 150 SOUTH MOAVNAV WAYUTA YN SbBI IffiIQBdtD DUs �' F MINNESOTA DATE USER OR PARTY MEGALY RESPoNSI6LE FOR DAMAGES IXi L0.5SES RESULTING h FROM aLEGITLWTE USE. DANIEL UIU17 OT.ve. ewEAr F�pd ARBOR GLEN CHANHASSEN, LLC aAaans orc t-It_n Mc. Na_ zBUT is :1h Oy' � � � 1!' r lQYJVi05\LP61'.F<T� �ysts.aarara+sasr. +survgrrr�.wmr�s-- __ 1 �T .� • s� :meq l ^. r �K \\ ram r q [ r. • IlW 11i a. w_�iw ewer 1\\ YIL' Sliii'�••-•••-•-•�_y � woi�ruUrr,cexenvwn� ;TJRfi1��8LY••-r��• Y�6'L �^ USE (INCLUDING COPYING, DISTRIBIRION, MIDODR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECT TION WAS QTY PROJECT ND. FILE NO. p? INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBRED NITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AID THAT wAc^' '•r t - DETAIL SHEETS x�sosrol DRAWN& SATHRE GO ST.INC.sE ESSWRITTENAUTHORISATON. USEWTTHOUT AMADULY REGISTEREDPROFESSIIC A ENGINEER UNDER THE Ap $ SATHREBERGQUIST, INC. DLS SWDAUTHORRATIONCOMSTITUTESANIl1EGITIMATEUSEgNUSHALLTHER®T LAWS QF THE STATE OFMNiNESpTA - ARBOR GLEN 11 CIffCXED INDEMMF SATHREAERGODIST. INC. OF ALL RESPONSI9UTY, CHANHASSEN, SATHREBER ST.INC. RESERVES THE RIGHT TO HCLD My 111 nMATE 150 SOUTH MOAVNAV WAYUTA YN SbBI IffiIQBdtD DUs �' F MINNESOTA DATE USER OR PARTY MEGALY RESPoNSI6LE FOR DAMAGES IXi L0.5SES RESULTING h FROM aLEGITLWTE USE. DANIEL UIU17 OT.ve. ewEAr F�pd ARBOR GLEN CHANHASSEN, LLC aAaans orc t-It_n Mc. Na_ zBUT ARBOR GLEN KNOW ALL PERSONS BY THESE PRESENTS: That Golf Lake Condos, LLC, a Florida limited liability company, fee owner of the following described property situated in the State of Minnesota, County of Carver, to wit: All that part of the Northerly 730.00 feet of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23, as measured along the West line thereof and lying Westerly of the centerline of State Highway No. 101. feet East of the Northwest comer of R 2 a distance of 632.52 o the wQuarter of S coon 24 Township 116 ane 3 point on North line f e South este ' w ION is described as follows: Beginning at of o e The centerline of said Highway a No. P g g Y 8 g P said Southwest Quarter, the bearing of the North line of the Southwest Quarter is assumed to be South 88 degrees 46 minutes 29 seconds East. Thence South 4 degrees 24 minutes 47 Seconds West a distance of 413.72 feet; , thence on a tangential curve, concave to the East having a central angle of 11 degrees 38 minutes 21 seconds and a radius of 1962.29 feet a distance of 398.62 feet. Thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve, a distance of 217.65 feet; thence on a tangential curve, concave to the West having a central angle of 14 degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance of 294.88 feet, more or less, to a point on the South line of the North Half of the Southwest Quarter of Section 24 and thence terminating said point distance 660.44 feet Easterly of the Southwest comer of the North Half of the Southwest Quarter, Carver County, Minnesota. EXCEPTING THEREFROM Parcel 71C of the Minnesota Department of Transportation Right -of -Way Plat No. 10.19, as the same is on file and of record in the office of the County Recorder in and for Carver County, Minnesota, which was taken by the State of Minnesota in Final Certificate dated July 28, 2009, filed August 27, 2009, as Document No. A506726. FURTHER EXCEPTING THEREFROM that part of Tract A described below: TRACT A: That part of the Northwest Quarter of the Southwest Quarter of Section 24, Township It 6 North, Range 23 West, Carver County, Minnesota, lying west of Trunk Highway No. 101; which lies northeasterly of Line 1 described below: LINE L Beginning at a point on the east line of Tract A hereinbefore described distant 100 feet southerly of its intersection with the southerly boundary of the public road running on the north line of said Tract A; thence run northwesterly to a point on said southerly boundary distant 100 feet westerly of said intersection and there terminating. Has caused the same to be surveyed and platted as ARBOR GLEN and does hereby dedicate to the public for public use forever the public ways and the drainage and utility easements, as created by this plat. In witness whereof said Golf Lake Condos, LLC has caused these presents to be signed by its proper officer this day of 72017. Golf Lake Condos, LLC Mark Eklo, Manager STATE OF MINNESOTA COUNTY OF The foregoing instrument was acknowledged before me this day of 2017, by Mark Eklo, Manager of Golf Lake Condos, LLC, a Florida limited liability company on behalf of the company. My Commission Expires: Notary Public, Hennepin County, Minnesota Notary Printed Name SURVEYORS CERTIFICATE I David B. Pemberton, 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 the plat; that all monuments depicted on the plat have been or will be correctly set within one year as indicated on the plat; that all water boundaries and wet lands as defined in Minnesota Statutes, Section 505.01, Subdivision 3 existing as of the date of this certification are shown and labeled on the plat; and that all public ways are shown and labeled on the plat. Dated this day of 12017. David B. Pemberton, Licensed Land Surveyor Minnesota License No. 40344 STATE OF MINNESOTA COUNTY OF HENNEPIN The foregoing instrument was acknowledged before me this day of 2017, by David B. Pemberton, Professional Land Surveyor, Minnesota License No. 40344. Notary Public, Hennepin County, Minnesota Notary Printed Name CHANHASSEN, MINNESOTA This Plat of ARBOR GLEN was approved and accepted by the City Council of the City of Chanhassen, Minnesota at a regular meeting held this with the provisions of Minnesota Statues Section 505.03, Subdivision 2. CITY COUNCIL OF THE CITY OF CHANHASSEN, MINNESOTA Mayor Administrator COUNTYSURVEYOR, Carver County, Minnesota Pursuant to Chapter 395, Minnesota Laws of 1971, this plat has been approved this day of Brian Praske, Carver County Surveyor By: COUNTY AUDITOR/TREASURER Carver County, Minnesota I hereby certify that taxes payable in - ,2017. Laurie Davies, County Auditor/Treasurer 0 and prior years have been paid for land described on this plat. Dated this COUNTY RECORDER, Carver County, Minnesota I hereby certify that this plat of ARBOR GLEN was filed this 2017, at o'clock_ M. as Document No._ �a��Rs SG�L6 0 lu P N w men CryFRs P`Pa��Q• County Recorder day of The basis for the bearing system is the west line of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23 which has a Carver County bearing of North 00 degrees 02 minutes 05 seconds West NAD93 (86). O Denotes a 1/2 inch by 14 inch iron pipe set in the ground and marked by License No. 40344 (� Denotes a Found Cast -Iron -Monument SATHRE-BERGQUIST, INC. 2017. day of My Commission Expires: day of , 2017, and is in compliance DRAINAGE AND UTILITY EASEMENTS ARE SHOWN THUS: LL J L--!1- 1 NOT TO SCALE I Being 5 feet in width when adjoining side lot lines and rear lot lines, unless otherwise indicated, and 10 feet in width when adjoining right of way lines, unless otherwise indicated, as shown on the plat. SECTION 24, TOWNSHIP 116, RANGE 23 LOCATION MAP NO SCALE \ V� r\ i O SITE t` \ v - x \ w n F J 40 20 0 20 40 80 NW COR. OF THE SW 1/4, SEC.24 SCALE IN FEET CARVER COUNTY C.I.M. • - - - - - - - - - - - T - - - - - / S89O 47154N E 632.52 - - I III 1 -N. LINE OF THE SW I/4, $EC.24 (S88 461 29 E - DEED) S89°47'54"E 551.19 FND. MNDOT MON. • - \ "1318" 30.99 _cvl 17.73 2233yr,a 479.74 1,A1%Ir\/1T ) /%A/ JI AT EI/\ 'I \_/ n 'I \^,t U- CHORD DISTANCE C1 I V I I V L./ \./ I m LYMAN BOULEVARD VV t L _P't 1 I v I I v C2 16.35 0=19°55'41" /til� 100 DEED 16.26 C3 F` �\ S89047'5411E 99.97 � /♦ �• A 11 NI/1 4� 50.84 I\/AAAAI /1111 t f)A )r1 _ �m v..:.J-1.f1. IVV. I.. 0 z T L_I IVI/"tIV U L.vL. _Lvnf\Ll m F_- \/ /� r_ �� T I / 1 t\ I j \vLL_ -?I I Q as 38.66 0=29033'23" �i 1`7!•t S89°47'54"E 551.19 FND. MNDOT MON. • - \ "1318" 30.99 _cvl 17.73 2233yr,a 479.74 N OUTLOT B - N -EASEMENT FOR PIPELINE PURPOSE PER DOC. NO. 70394 - z � 1 � W W \ U � N o ro � \ DRAINAGE AND UTILITY EASEMENT n M va - - 588 30'31"E 590.55 _ - _ - OVER ALL OF OUTLOT 8 - - - - - - - - - _ tD - ") V -- (--- -- \ J V: n o I \ S88°30'31"E 548.34 -CN N 1ct 54.00 \ + 66.37 56.00 56.00 54.00 54.00 54.00 \ / _ - - _ _ - - - 54.00 99.97 N O 15 15 ='� _ - -DRAINAGE AND - �-� - 1 33 \ \ I I to w �\\ ISS UTILITY EASEMENT - - - _s_ - �, ( \ L I J n fp t0 �/o O 0 00_ O o n ^ O I FN �-- � F FT �1 L 54.17 \ \ \ () SAS 01'rtC4 ci r0 I i,, 1 'n I N N M I Uo N88°30'31"W I \� / - 1 AL �o U 00o ,5 ,5 �I IW 2 WI 3 -I I 4 NII 5 _NII 6 NII N1 I = 8 N I I w /SF` <� o__ NMI I� M �I I M �I I O WI I I I "I I I I 00 ItM UJ O00o 9N1 Of N Ri N "O1 00 I M W W W tr) LO I I N rt I C M �p 0 00 to o ry N , ° I o �� 01 MM _N �N NII I I I I �, �_N N I � N 00 �9 �� - ZN� Z I no °°, oI I� ZI I "I I NI I c / 001 I� M I Iz MI 1N / Z n O o \ N O I M O r 3 \/ i° L 1�\ I/, 11 I I ZI I o ZII II A� a8 0 1� N L 11 - N a 0. l0 39.27 28.35 38.24 Imo- �I L� �J L� 21 �l 1 2°Os, ZI W I r R, 1 ^ �=l0°16'38" :' 36.97 54.00 54.00 54.00 / 8S9\ 22" °p p\ Sy 94 n� L i u) R=218.9 n 1°27'04" ^t 37.01 o J+P,, 8 I N f- 7°D4'D9" _ OUTLOT C _ _ - 68\) ( E 6 ( R=x.00 11 11 R=30.00/ \\dp UTILITY EASEMENT y �OLO 00 ° 1 1 1 61 2 081/4" rV-J 49.12 1 S88 31 12 E 184.35 �3SS49 \ OUTLOT C N \ 1 17.47 N \�° OVER ALL OF Mtn M I -IJ �z 1� - L / 26.49 54.00 54.00 t2�9.27 �.i% R 944' \ -\0 _ 22.71 k LI CO- ;y10 10 _ r- -� r- I 000 80002?° \�01 548°46'50"E 7_33.27 I I 01 I Sad MI LI�t"o /I I� ,/ + _____� 31.46- LIJ Q O eo M ` v I I ✓ 60.00 18 �I I 1 / -I I II It MI I µ - N83°49'04"E O6 �, 1 (3) Y` N of I 3 16 3 I I I I I -1 1 ory �p2�` ��6ti�o� o�� t co 3 N ° `30 O \ c - 1- 1 �I 14 3 ti� �� I of I N I I 3 ��' to It aD 13 i o L__o 0 NII 1 0l I l0 1 Io NI Id12 11 G0%��6� �I W �' 00 J `�� 1 t� 67.19 22.39 0 ' S �1 I N 1 vii N o I I _e0D tO aSS \8 \\0 �Z ,9" M I _K 2 _ 4.96 I I I I I 0I 1 N61 I N 4, a c� c� `S89°34'50"E N77°47'15"w 8 0� 110 10 I- - -I I- _ -1 L - - 1 �t 4S8' \oy o m I 'I LL o • - - _ 0 ( 135.36 57.00 54.00 54.08 54.08 N I I to o I I \ - - - l!_ NOCgNa \ S88031'12"E 111.00 `� \ S85°30'04" I tr O 10 0 �It E 107,320 13- n M - zad LO1 03 Z S S4 0 1- O 1 0 00 _` L1- y\ \ \ v'c�. 4 40'3 ,1 1 11 1 1 N N 17 i r\ 3r 2 w ?i N I I NI cd 11 \ F c0 to \ ✓ °Oh o 40 (n' \ LIQ IL _ N �- �- 1-- _ SSUJ 92 N 56.88 98.28 2�� so.77 \ WET LAND \ /s"F Co S88°31'12"E 155.16 N U \ 8J0 - �- ; , 4 OUTLOT D \ � 11 DRAINAGE AND UTILITY EASEMENT In = OVER ALL OF OUTLOT D U 6 \ S N V'\ \ J 3 � C.S.A.H. NO. 18 -� LENGTH I sR >: BEARING/ CHORD BEARING CHORD DISTANCE C1 18.91 LYMAN BOULEVARD 100.00 S20005'11 9"W 18.88 C2 16.35 0=19°55'41" /til� 100 DEED 16.26 C3 F` �\ S89047'5411E 99.97 � 115.00 S12044'07"W 50.84 \ - W . TO STATE PER 3 Q� BOOK 113, PAGE 7.50 o 53.00 112 (V (TRACT A) // N r-o�.�.I 00 0 0 z T 6.99 N CY) C) T 30 6.98 10,7 0) 3 z = < 85.00 51, FFe�y \ S N Fly O nI Q as 38.66 0=29033'23" �i N m 3 L1 17.28 M N OUTLOT B - N -EASEMENT FOR PIPELINE PURPOSE PER DOC. NO. 70394 - z � 1 � W W \ U � N o ro � \ DRAINAGE AND UTILITY EASEMENT n M va - - 588 30'31"E 590.55 _ - _ - OVER ALL OF OUTLOT 8 - - - - - - - - - _ tD - ") V -- (--- -- \ J V: n o I \ S88°30'31"E 548.34 -CN N 1ct 54.00 \ + 66.37 56.00 56.00 54.00 54.00 54.00 \ / _ - - _ _ - - - 54.00 99.97 N O 15 15 ='� _ - -DRAINAGE AND - �-� - 1 33 \ \ I I to w �\\ ISS UTILITY EASEMENT - - - _s_ - �, ( \ L I J n fp t0 �/o O 0 00_ O o n ^ O I FN �-- � F FT �1 L 54.17 \ \ \ () SAS 01'rtC4 ci r0 I i,, 1 'n I N N M I Uo N88°30'31"W I \� / - 1 AL �o U 00o ,5 ,5 �I IW 2 WI 3 -I I 4 NII 5 _NII 6 NII N1 I = 8 N I I w /SF` <� o__ NMI I� M �I I M �I I O WI I I I "I I I I 00 ItM UJ O00o 9N1 Of N Ri N "O1 00 I M W W W tr) LO I I N rt I C M �p 0 00 to o ry N , ° I o �� 01 MM _N �N NII I I I I �, �_N N I � N 00 �9 �� - ZN� Z I no °°, oI I� ZI I "I I NI I c / 001 I� M I Iz MI 1N / Z n O o \ N O I M O r 3 \/ i° L 1�\ I/, 11 I I ZI I o ZII II A� a8 0 1� N L 11 - N a 0. l0 39.27 28.35 38.24 Imo- �I L� �J L� 21 �l 1 2°Os, ZI W I r R, 1 ^ �=l0°16'38" :' 36.97 54.00 54.00 54.00 / 8S9\ 22" °p p\ Sy 94 n� L i u) R=218.9 n 1°27'04" ^t 37.01 o J+P,, 8 I N f- 7°D4'D9" _ OUTLOT C _ _ - 68\) ( E 6 ( R=x.00 11 11 R=30.00/ \\dp UTILITY EASEMENT y �OLO 00 ° 1 1 1 61 2 081/4" rV-J 49.12 1 S88 31 12 E 184.35 �3SS49 \ OUTLOT C N \ 1 17.47 N \�° OVER ALL OF Mtn M I -IJ �z 1� - L / 26.49 54.00 54.00 t2�9.27 �.i% R 944' \ -\0 _ 22.71 k LI CO- ;y10 10 _ r- -� r- I 000 80002?° \�01 548°46'50"E 7_33.27 I I 01 I Sad MI LI�t"o /I I� ,/ + _____� 31.46- LIJ Q O eo M ` v I I ✓ 60.00 18 �I I 1 / -I I II It MI I µ - N83°49'04"E O6 �, 1 (3) Y` N of I 3 16 3 I I I I I -1 1 ory �p2�` ��6ti�o� o�� t co 3 N ° `30 O \ c - 1- 1 �I 14 3 ti� �� I of I N I I 3 ��' to It aD 13 i o L__o 0 NII 1 0l I l0 1 Io NI Id12 11 G0%��6� �I W �' 00 J `�� 1 t� 67.19 22.39 0 ' S �1 I N 1 vii N o I I _e0D tO aSS \8 \\0 �Z ,9" M I _K 2 _ 4.96 I I I I I 0I 1 N61 I N 4, a c� c� `S89°34'50"E N77°47'15"w 8 0� 110 10 I- - -I I- _ -1 L - - 1 �t 4S8' \oy o m I 'I LL o • - - _ 0 ( 135.36 57.00 54.00 54.08 54.08 N I I to o I I \ - - - l!_ NOCgNa \ S88031'12"E 111.00 `� \ S85°30'04" I tr O 10 0 �It E 107,320 13- n M - zad LO1 03 Z S S4 0 1- O 1 0 00 _` L1- y\ \ \ v'c�. 4 40'3 ,1 1 11 1 1 N N 17 i r\ 3r 2 w ?i N I I NI cd 11 \ F c0 to \ ✓ °Oh o 40 (n' \ LIQ IL _ N �- �- 1-- _ SSUJ 92 N 56.88 98.28 2�� so.77 \ WET LAND \ /s"F Co S88°31'12"E 155.16 N U \ 8J0 - �- ; , 4 OUTLOT D \ � 11 DRAINAGE AND UTILITY EASEMENT In = OVER ALL OF OUTLOT D U 6 \ S N V'\ \ J 3 � I LENGTH I CURVE AND LINE TABLE TAG # LENGTH DELTA RADIUS BEARING/ CHORD BEARING CHORD DISTANCE C1 18.91 0=10°49'59" 100.00 S20005'11 9"W 18.88 C2 16.35 0=19°55'41" 47.00 S15°32'29"W 16.26 C3 51.26 0=25°32'23" 115.00 S12044'07"W 50.84 C4 7.50 0=8°06'16" 53.00 S29058'25"W 7.49 C5 6.99 0=8°31'14" 47.00 S29045'55"W 6.98 C6 21.39 0=14°25'12" 85.00 S18017'42"W 21.34 C7 38.66 0=29033'23" 74.94 S14048'45"E 38.23 L1 17.28 M S25°30'18"W Nr L2 12.48 S25030'1 8"W L3 18.00 S34001'33"W L4 13.56 S25°30'18"W L5 4.75 N88016'1 8"E 1 A I /-1 /-1 r1 VV \J \,J LJ \ SO, ✓ NL6 04 E4 \ O/ \ f6 M 10 /g 0) ell 0) , M \ � 1 \ N N LO LO OUTLOT E DRAINAGE AND UTILITY EASEMENT OVER ALL OF OUTLOT E C . \ \ o M t11 O) WET LAND \ M Nr S89°47'54"E 581.31 1 1 33 I MINNESOTA DEPARTMENT OF HEALTH Division of Environmental Health PLAN REVIEW APPROVAL Plans and specifications on watermain: Arbor Glen, Chanhassen, Carver County, Plan No. 170342 OWNERSHIP: Chanhassen City Council, do City Clerk, Chanhassen City Hall, P.O. Box 147, Chanhassen, Minnesota 55317-0147 SUBMIITER(S): Mr. Tom Giannetti, 2899 Hudson Boulevard, St. Paul, Minnesota 55128 Sathre - Bergquist, Inc., c/o Mr. Dan Schmidt, 150 South Broadway Avenue, Wayzata, Minnesota 55391 Date Received: February 17, 2017 Date Reviewed: February 23, 2017 APPROVED: The plan and specifications are approved based on the information provided to our office for review. Approval is contingent upon meeting all of the requirements listed below. It is the project owner's responsibility to retain the plans at the project location. SCOPE: This report covers the project design's effect on the safety and sanitary quality of the drinking water. This report applies to this project only, and not to any additional parts of the water system. The examination of plans is based on the assumption that the information provided is accurate and complete and that the owner has the necessary legal authority to construct the project. The project designer is responsibile for, but not limited to, the structural features, material selection, sizing of materials and equipment, equipment effectiveness, and installation methods. Plans and specifications are examined with regard to the location, construction, and operational features of the design and maintenance of all parts of the system, which may affect the safety and sanitary quality of the water. Examination is based on the standards of this department. COMPLIANCE: Construction must be according to the approved plans and specifications. If changes are made to the approved plans, Minnesota Department of Health (MDH) approval must be obtained before such changes are made. Otherwise, the construction will be considered as installed without proper approval. A separate correspondence will be issued for changes or addenda. INSPECTIONS: It is the responsibility of the owner or owner's agent to contact the MDH for any inspections that are listed in the requirements of this report. This project consists of the installation of the following watermains: 1. 54 lineal feet of 6 -inch C900 PVC watermain 2. 955 lineal feet of 8 -inch C900 PVC watermain Requirement(s): 1. It is understood that the installation will be in accordance with previously approved City Engineers Association of Minnesota Watermain Specifications, 2013 edition. ge Arbor Glen Watermain Plan No. 170342 Page 2 February 23, 2017 2. Disinfection of the watermain shall be performed according to AW WA Standard C651. However, if the tablet or continuous feed methods are used, the completed watermain shall be disinfected with at least 50 ppm available chlorine, rather than the 25 ppm dose specified in AW WA Standard C651. 3. When temporary watermains and water services are used, the following requirements must be met: a. Piping used for temporary watermain shall meet the requirements of the MDH. The temporary watermain shall be disinfected in accordance with AW WA Standard C651, with the exception that a minimum chlorine residual of 50 ppm shall be used. The watermain and service lines must be tested for bacteriological quality prior to use in accordance with AW WA Standard C651. b. The temporary water service piping shall be approved by the local administrative authority. The MDH requires that the temporary water service line meet the National Sanitation Foundation (NSF) Standard 61. Otherwise, the service line material must meet the requirements of the Plumbing Code, Minnesota Rules, Chapter 4714, and must be approved by the manufacturer for above ground use. The temporary water service lines must be disinfected in accordance with either AW WA Standard C651 (with the exception listed above), or the Minnesota Plumbing Code, Minnesota Rules, Chapter 4714.609.9. The watermain and service lines must be tested for bacteriological quality prior to use in accordance with AWWA Standard C651. The approval for construction of this project is valid for 2 years from the date of this letter. If project construction has not begun within the two-year period, plans and specifications must be resubmitted to MDH for approval before any construction takes place. While the project has been approved, additional recommendations or requirements may be made to the project when changed conditions, additional information, or advanced knowledge make improvements necessary. If you have any questions regarding information contained in this report, please contact me at 651/201-4684. Approve David Weum, P.E. Public Health Engineer Section of Drinking Water Protection P.O. Box 64975 St. Paul, Minnesota 55164-0975 DW:ak cc: Mr. Tom Giannetti Mr. Dan Schmidt, Sathre - Bergquist, Inc. SATHRE-BERGQUIST, INC. 150 SOUTH BROADWAY, WAYZATA, MINNESOTA, 55391 (952) 476-6000 FAX (952) 476-0104 RECEIVED FEB 17 Zu-7 Feburary 15, 2017 PUBLIC WATER SUPPLY David Weum Minnesota Department of Health 625 Robert St. North St. Paul, MN 55155 Re: Arbor Glen Chanhassen, Minnesota Dear David: Enclosed is a set of Construction Plans and Specifications for the above mentioned development, a single family residential development located in the City of Chanhassen, Minnesota. The proposed construction includes 54 L.F. of 6" PVC watermain, 955 L.F. of 8" PVC watermain, 21 new 1.0" services to serve 21 single family residences. Also enclosed is a completed application and a check from the developer in the amount of $150.00 to cover the plan review process. Please review the information submitted, and call us with any questions. Thank you for your cooperation. Sincerely, SATHRE-BERGQUIST, INC. Mathew Martin, E.I.T. enc. cc: Tom Giannetti, Arbor Glen Chanhassen, LLC. File 23605-001 C.S.A.H NO. 18 (LYMAN BLVD.) I. 0 O z 2 w Q to SITE INFORMATION PREPARED FOR CURRENTLY ZONED A2 AGRICULTURE 2030 LAND USE PLAN RESIDENTIAL 1.24/AC PROPOSED ZONING PUD MIN LOT 5,000 SF (50'x100') LOT FRONTAGE 54 FT MIN LOT DEPTH 100 FT SETBACK FRONT- 25' FROM CURB TO GARAGE woe REAR = 20 FT, LOTS 2-11 B3 10 FT DANIEL SCHMIDT .amudternemn SIDE LOT LINE= 6 FT SIDE STREET = 10 FEET(CURB) WETLAND CITY CODE TYPE MANAGEI PERMANENT BUFFER WIDTH 25 FT 60' FT BUFFER AVERAGING = MIN 30 FT, MAX 120 FT IS�LT'L��i7S�Z�7�lit�Sil��i6:1Z/:>l1>SiZ�77��a�1_�1C�7:1 EXcavaeon and/or Constr lcbOn Plahidletl Without compliance With SGB One -Call, AND W,N t Written Permiasico F. MAGELLAN PIPELINE, L.P. PREPARED BY PREPARED FOR SATHiE.9ERGQUmT. INC. AI®DIIGLBIGII161A98BI,llL- ta S. BROADWAY 23 WAYMTA MN 55391 CONTACT: Sandery Sewer and WatemMil Plan TOl1 GIFa4ER1 woe a HUS MM. FN W4)47SGHX sT.Pall.t6 was 11goh Wemn P1101E:tG11960.4M lowaLIL'ompWiM. woe ORAYINOY W IAM 0Go REUSED EASEMENTS DANIEL SCHMIDT .amudternemn ME FT WTIo� CIECIOm SY 0a DIS 0]T1Nt6 WATERSHED REV4SIDNS woe / StlxM-PIS11-1 156801nHaWAOWAY WAYL1TA w.s6s1 (•4)(16®0 *811-e moo ARBOR GLEN ARBOR GLEN CHANHASSEN, LLC 1 12 wee tY118 -WATERSHEDOISTRICT. - 04DM6 TINY PLAN SUBMITTY mmm Cam, Dd• 131-11-1} LC MP. ]D[l ©o moo Es 0 000 Baa Amo 0 wool mom© EXcavaeon and/or Constr lcbOn Plahidletl Without compliance With SGB One -Call, AND W,N t Written Permiasico F. MAGELLAN PIPELINE, L.P. PREPARED BY PREPARED FOR SATHiE.9ERGQUmT. INC. AI®DIIGLBIGII161A98BI,llL- ta S. BROADWAY 23 WAYMTA MN 55391 CONTACT: Sandery Sewer and WatemMil Plan TOl1 GIFa4ER1 PHONE (9 IVILSM a HUS MM. FN W4)47SGHX sT.Pall.t6 was 11goh Wemn P1101E:tG11960.4M lowaLIL'ompWiM. CONTACT ORAYINOY W IAM 0Go REUSED EASEMENTS DANIEL SCHMIDT .amudternemn LN7 ae MEM 07119116 REVISEpSHEETS SHEET INDEX TABLE SHEET 018801/313011 1 Td18 23 Sbeel Plans 4 Sandery Sewer and WatemMil Plan 5 6 St— Sewer Plan Grading Plan 7 Erosion Gond Plan 6 Landscape Plan 612 City Dae's It 5o a o a 5a W SCALE IN FEET 6 ECSTING UTILITIES SHOWNw MVCAIJ•n ncrnwcn I w I,YC ............... nano wnwnu rY•eunGal Hp ARESNG THE CONTRAGTpt SHALL CELERMINE THE ENACT ABEFO UTILITIES LOCATION OF ANY AND YL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLV RESPONSIBE Fpi ALL COMIWNCING ANY ANO ALL DAMAGES ARISING WT OF HIS FAILURE TO EXACTLY LOCATE ANO PRESERVE ANT PND YL EXISTING IflILRES. E76E NG NAAE NO. BY DATE REVISIONS USE COPYING. DISTRIBUTION, AtODRCONVEYANCEOF IHERESY CERTIFY THATTHIS PLAN OfLSPECEIGION WAS CItt PROLLTNE FILE NO _ 075,115118 Si RE RNGDUISTMT iNcte FJ6CRTEI55 WRItTENY AUT10gW �WmgUT SND AUTHORITATIONCONSTITUTES ANLLEGITIMATEUSE NOSHALLTEI�Y " ADDUED ULYY FEGSTFRm PPR DER ESSIONRLE Ur�yT ESUFTI LAWS OF THE STATE OFMINFESOTA SATHRE-BERGQUIST, INC. TITLE zreasaa, ORAYINOY W IAM 0Go REUSED EASEMENTS LN7 ae MEM 07119116 REVISEpSHEETS CIECIOm SY 0a DIS 0]T1Nt6 WATERSHED REV4SIDNS INDEMNIFY SATHREEERGCUIST, INC. OF ALL RESPONSBILIry. gATHREBERGEUIST, INC. RESERVES THE RIGHT TOHOOD ANY LLEGmMATE OILGITWTEUSII FROMIILEGITIUMTELOSE / StlxM-PIS11-1 156801nHaWAOWAY WAYL1TA w.s6s1 (•4)(16®0 *811-e HANHASSEN MINNESOTA ARBOR GLEN ARBOR GLEN CHANHASSEN, LLC 1 12 Dl5 10 ADM 072X16 GRADING REVISIONSMTE tY118 -WATERSHEDOISTRICT. - 04DM6 TINY PLAN SUBMITTY Cam, Dd• 131-11-1} LC MP. ]D[l -- —--�------ -- C.S.A.H NO. 18 (LYMAN BLVD.) ---- — — —----�--- VINCE JUIENT BERM saml OUTLOT B Ib IAeler MAI sta•sa'mffiE r--#6ElBKn--� tl•Wa1 ms Tlm Twse + I — Dy� I I I 141_ rte„r a mo c I'=1I Y (ty 11 Y---rT--T 9'L16 AS I DMY A%* 1 , I 3 1 I O° _I G.A Y aOMJS 1 1 M( 1 IN I a5d) I I td 964e11 I 11 I A 1 Mm Narmsa 8£ I BA 1 I L _;1 z93tt gil 7 1664654 I I DHSA I I OWASI 31 T2 5104 19 ROAD I 8� I OO4fid8 I 9d 1 EBNSA ] I 8� I site I IS �p Y L mQ� V, i>^ ru y uFE' J 4 06463D r i 08481D / L O<46 q�Raglhda l x401 5414m S DIVIIWIT iO�Q 8550 MID NOW �r � WBs > / 10,019, / /o1a: -7 rj� WWO&II S:M'1rmI VI-Oa33.rlE xh, deal CS �� as 24am -111111111111. �_/ i/-r/ 1,0, 84 BERM I LLLLQm_q— or—lD� l m"Oho IIx II IIIilllllll IIIIIIIIIIIIIIIIIII �'/ C--. ° / / SIR �°� IIII IIII as Ole isse e 1 a _ _ IIIIIIIIIIIIIIIIIII "e� / / 10' 1'e / 1 'QNB I• � III I Iilllllllllllllllll Illililllllllilllllllll j / 8 \ nenw+o SUFFER I I I I I i l l l l L "4<i F°9,6 \ _ IIIIIIIIIIIIIIIIII .l. w9,5ss m 1 1 1 1 1 1 I I aq) i gse1 bur , )Fq BO I I W9155 I VI I x esK•0a 1 i -TF 9175 I BFW75 Q i • O I I I I h'. �_ � 1 1 �.� y -O T PON � Nwl nm 111111 III . 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The city has the authority to real ire haat l sutgmae nor. -ria taped m the test ir,11 9 Droll e stall be placed along path sides of roaawiy See plate 5232 far aetanp. 65044 Ra TYPICAL Y11�t��DwYI RESIDENTIAL 4� STP 4c•cw\ssccstsxh ENGINEERING DEPART', ROAD 2 None. saml ROAD 1 Ib IAeler MAI sta•sa'mffiE Go tl•Wa1 LMaTJIod Di1W9M1 DMY A%* Lt Mm Narmsa 8£ 31 T2 5104 s x1r488BEwm STr3YwA IS m C21 q�Raglhda l x401 5414m S DIVIIWIT GO G 8550 MID NOW 36.50 9911 tm43 WWO&II S:M'1rmI VI-Oa33.rlE 761129f 14WY CS SaMSS 24am n.71 srl Sa0.8Bm tazvuv U I all 48.08 swr11'11%E ROAD 2 None. saml R.ew Lass' IA1e1.11Ma waM.X1 Dea Allele Ib 0•mm MAI sta•sa'mffiE Go 8•]941 aur 5818 sim-we438E I val 1, 1•w.SB Mm Narmsa 8£ ROAD 3 Hunter SI46M Rag Lw18N LaleCtwtl oratlitn G ArGM C1 MR1S] BSM 42M N10.16'm.16E 3rWIP V OswBB BOX Nl'W47, S CAPABLE OF SUPPORTING THE WEIGHT OF FIRE LPPAMru3 SHKL SE MADE WARNING CROSSROADS COURT Lvca].ar _ LOW PT 918.49 Low mki 918 d9 PVIaTIEVS18m M K3ON 8.93 RB K38w }mad IS 950 HIGH PRESSURE PIPELINE F NOm: Ezwva60n anOlor Construction PIONIDitetl +. MIM TO COMBUSTIBLE HOME CONSTRUCTUN, FIRE APPARATUS ACCESS ROADS CAPABLE OF SUPPORTING THE WEIGHT OF FIRE LPPAMru3 SHKL SE MADE W ialout Compliance wIM State One -Call. AND 6ERVICEABLE Wlalout Wntlen Pennissal From 2 STREET SIGNS SHALL BE INSTALLED PRIOR TO BUILDING PERMITS BRING IBSlED 830 MARGWIL MV3T AWROYE STREET SIGNA(£ IS -- M"ELFIRE PIPELI 3 PRIOR TO COMBUSTIBLE CONSTRUCTION, PRE HYDRANTS SHKL SE SERVICFABIE. EMUST BE PRESENT DURING A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINE(S) CROSSROADS COURT Lvca].ar _ LOW PT 918.49 Low mki 918 d9 PVIaTIEVS18m M K3ON 8.93 RB K38w }mad IS 950 910 900 w zs a zs w ton phi m u SBI C g m� m B mf' a s m v v m S v m o a mn g k-R sOKEIMFEEr ■ 090 Deo9 Ira o•w 1.88 BI t.fio all 'IIs 2.50 Imp 3.88 IIs 3.50 Ills 4.00 f 4sN 5�5e Sseo B•w E%49RHG URLITE881gYM ARE SHOWN IN API APR40%IMATE WAY ONLY. TIEOONIMCTOR SHALL pETERMBE THE FxA LOGTKIN OF AIIY NOALL E%ISRNG UTILITIES BEFORE COMMENCING WORK IEKBiEE3 TO BE FULLYRFSP01610LE fOrl ANY AND ALL DAIAAL£S KBaING WT OF HI$ FAILURE TO EXACTLY LIX'ATE AND PlE�tVE Alrt'At0 ALL EXISTING UTILRFS. oIUWINGNNIE NO. BY DATE HEVISIp3 THEREBY CERTaY THAT TNIBRN7ORSNFtFR'ATpx WAS CRY PRO.BGTtq FILENO USE (INCLUDING COPYING, OLUCT IS SIDN, Il FF1COHVEYNME OF EKLO SAg m Dl5 OS1M8 WATER REUSE REVtSgNs INFIX4MAnpN)OF THIS PRODUCT IS STRICTLY PROHBf1ED WITHOUT PNE]AREp BY ME OR UNDER LW OPFLT BlB9tV@gtt AtOTIWTI rf Wry,A - DRAIINBY m MDN o1/15I18 REVLSED E0.4EMENis SATHREEERGWlST,INC.'s EXPRE;S WRITTEN AUTpgRaATgN. IISE WrIHgfr AMAWLY REGRrERm PROF135pNALENGe®yIBB)Byr1E q FINAL STREET PLAN zlwsaDl UW d Iplm/1808 REVISED SHEETS saDwTMORWTIONOONSnruIESANILLECIT11MrElISEMWSW11T14AlBiY uwsOFTIEsrATEOFW�Tw 9 SATHRE—BERGQUIST, INC. GHEC1r81 BY m q8 012BNfi WATERSHED RE/6KKis INMMNIF MTHRE�BHtG *T, INC OFALL RE6PoN31BILRY OLS W AOM O/Lfiltfi GRADING REVWONS SATHREJLERGWIST, INC RESERVESTHERIGHTTOHaD lLIEGmMATE *� RIII IN sourH BROIDwAr wArlwTA w+.as1(�41ssu.; CHAN HA$$EN ARBOR GLEN PATE 1 8 WATERSHED OlSTR1CTREV. USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES REBULTa1G P - �' ,� e� MINNESOTA �2 FROM ILLEGITIMATE USE. mflrsaNllia PE ire 2�♦ ARBOR GLEN CHANHASSEN, LLC 1 5 FINK I1 OW: 01-11-17 Lig` has ]810 940 830 ad IS -- 920 910 900 w zs a zs w ton phi m u SBI C g m� m B mf' a s m v v m S v m o a mn g k-R sOKEIMFEEr ■ 090 Deo9 Ira o•w 1.88 BI t.fio all 'IIs 2.50 Imp 3.88 IIs 3.50 Ills 4.00 f 4sN 5�5e Sseo B•w E%49RHG URLITE881gYM ARE SHOWN IN API APR40%IMATE WAY ONLY. TIEOONIMCTOR SHALL pETERMBE THE FxA LOGTKIN OF AIIY NOALL E%ISRNG UTILITIES BEFORE COMMENCING WORK IEKBiEE3 TO BE FULLYRFSP01610LE fOrl ANY AND ALL DAIAAL£S KBaING WT OF HI$ FAILURE TO EXACTLY LIX'ATE AND PlE�tVE Alrt'At0 ALL EXISTING UTILRFS. oIUWINGNNIE NO. BY DATE HEVISIp3 THEREBY CERTaY THAT TNIBRN7ORSNFtFR'ATpx WAS CRY PRO.BGTtq FILENO USE (INCLUDING COPYING, OLUCT IS SIDN, Il FF1COHVEYNME OF EKLO SAg m Dl5 OS1M8 WATER REUSE REVtSgNs INFIX4MAnpN)OF THIS PRODUCT IS STRICTLY PROHBf1ED WITHOUT PNE]AREp BY ME OR UNDER LW OPFLT BlB9tV@gtt AtOTIWTI rf Wry,A - DRAIINBY m MDN o1/15I18 REVLSED E0.4EMENis SATHREEERGWlST,INC.'s EXPRE;S WRITTEN AUTpgRaATgN. IISE WrIHgfr AMAWLY REGRrERm PROF135pNALENGe®yIBB)Byr1E q FINAL STREET PLAN zlwsaDl UW d Iplm/1808 REVISED SHEETS saDwTMORWTIONOONSnruIESANILLECIT11MrElISEMWSW11T14AlBiY uwsOFTIEsrATEOFW�Tw 9 SATHRE—BERGQUIST, INC. GHEC1r81 BY m q8 012BNfi WATERSHED RE/6KKis INMMNIF MTHRE�BHtG *T, INC OFALL RE6PoN31BILRY OLS W AOM O/Lfiltfi GRADING REVWONS SATHREJLERGWIST, INC RESERVESTHERIGHTTOHaD lLIEGmMATE *� RIII IN sourH BROIDwAr wArlwTA w+.as1(�41ssu.; CHAN HA$$EN ARBOR GLEN PATE 1 8 WATERSHED OlSTR1CTREV. USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES REBULTa1G P - �' ,� e� MINNESOTA �2 FROM ILLEGITIMATE USE. mflrsaNllia PE ire 2�♦ ARBOR GLEN CHANHASSEN, LLC 1 5 FINK I1 OW: 01-11-17 Lig` has ]810 _ 0 C.S.A.H NO. 18 (LYMAN BLVD.) 1Afa.E LINGO _ BERM 940 OUTLOT B fie 8 a z5 50 IN MAGELLAN PIPELINE, L.P. HIGH PT ELEV. 91549 _ Ag-..`•. eRos PIPE, I,.E=:. WI STA '.0>133fi had OUTLOTA—"—°"—"— -- - PVI EUV 915" ANY ARD ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE gNYAND PLL EJUSnNG UTILIT£5. —... --P,---� ORAWNGNAME NO. BY DAT£ REVISIONS -- -- — iJW e Y't $ SATHRE-BERGQUIST,_ INC. ,g ... INSOUTH BROAOWAY WAY2 TA MN.afi39t ( )478 yF �. 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PRIVATE DRIVE 940 9.70 920 910 900 0191 0100 0N,0 1M 1+58 ZIW 21W WARNING HIGH PRESSURE PIPELINE Excav bm and/or Conslxu o PmhibD9a Wi018U10 pbameW Stab Om -Call, AND Wi018 t Wn0en Penniseion Fmm 940 HIGH T STA art]54 fie 8 a z5 50 IN MAGELLAN PIPELINE, L.P. HIGH PT ELEV. 91549 MMMM� AMAGELLAN REPRESENTATrvE MUST BE PRESENT DURING WORK AROUNDPIPELINE(3) - --= — --- WI STA '.0>133fi had SCALEINFEET - -- - PVI EUV 915" ANY ARD ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE gNYAND PLL EJUSnNG UTILIT£5. ILAF ORAWNGNAME NO. BY DAT£ REVISIONS USE COPYING. MOHONYEYANCE Of THIS PRODUCT IS STRICTLY PROHIBITFDWITHOUT SAAIDRUHERGOITIONIC�ONST�TEESSI ELLGIITMATHUg�ETT SUSEWIFREBY INDEMNIF MTHRESERGOUIST. INC oFALLRESP N BILRV $ATHREBERGDUIST.INC RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE MOMILLLEITIMnTEU�eYRESPpNSIBLEFOR DAMAGEsoRLossESResuLnNG I HEREBY CERTIFY THAT THIS PLAN OR SPECffMATxIN WAS PREPMEO BY ME OR UNDER AIY DIRECT SWDAASIONAND INTI AIN A DULY T ESTA�MRRNEEOTAONAL ENGIN U1119t1NE VV 4'1 R�� J_' }-(At[U,„i `'4XuA,-� iJW e Y't $ SATHRE-BERGQUIST,_ INC. ,g ... INSOUTH BROAOWAY WAY2 TA MN.afi39t ( )478 yF �. Alt v�H i W FlLE NO. zxosml EKLO SSE OB DLS0.V1W1fi WATER REUSE REVSIONS ___INFORMATIONIOF 0UWBY HANHASSEN MINNESOTA 3 12 bs W CHECNm aY ro DLs mnane wArERSHED REvlsxx9s DUB 10 MDM GSNB GRADING REVISIOKS -- GATE wA D 6 920 A -05x — 910 PVM:OND.00 PiIE 015M 900 - fl -!7 940 9.70 920 910 900 0191 0100 0N,0 1M 1+58 ZIW 21W WARNING HIGH PRESSURE PIPELINE Excav bm and/or Conslxu o PmhibD9a Wi018U10 pbameW Stab Om -Call, AND Wi018 t Wn0en Penniseion Fmm fie 8 a z5 50 IN MAGELLAN PIPELINE, L.P. MSTINGUnunEg$HDwNAREgH INMAwRGMMr WAYONLY.Tra:cDNTRucroR SHUL DETERMINE THE Ew+�r MMMM� AMAGELLAN REPRESENTATrvE MUST BE PRESENT DURING WORK AROUNDPIPELINE(3) - --= — --- LOCATpN OF ANY ARDALL EXISTING UTILITIES BEFORE COMMENCING WORN. HEAGREFS TO BE NLLY RESPONSe3lE FOR had SCALEINFEET - -- - ANY ARD ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE gNYAND PLL EJUSnNG UTILIT£5. ORAWNGNAME NO. BY DAT£ REVISIONS USE COPYING. MOHONYEYANCE Of THIS PRODUCT IS STRICTLY PROHIBITFDWITHOUT SAAIDRUHERGOITIONIC�ONST�TEESSI ELLGIITMATHUg�ETT SUSEWIFREBY INDEMNIF MTHRESERGOUIST. INC oFALLRESP N BILRV $ATHREBERGDUIST.INC RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE MOMILLLEITIMnTEU�eYRESPpNSIBLEFOR DAMAGEsoRLossESResuLnNG I HEREBY CERTIFY THAT THIS PLAN OR SPECffMATxIN WAS PREPMEO BY ME OR UNDER AIY DIRECT SWDAASIONAND INTI AIN A DULY T ESTA�MRRNEEOTAONAL ENGIN U1119t1NE VV 4'1 R�� J_' }-(At[U,„i `'4XuA,-� iJW e Y't $ SATHRE-BERGQUIST,_ INC. ,g ... INSOUTH BROAOWAY WAY2 TA MN.afi39t ( )478 yF �. Alt v�H CITY PROJECT NO. FINAL STREET PLAN ARBOR GLEN ARBOR GLEN CHANHASSEN, LLC FlLE NO. zxosml EKLO SSE OB DLS0.V1W1fi WATER REUSE REVSIONS ___INFORMATIONIOF 0UWBY HANHASSEN MINNESOTA 3 12 OB A�1oM �/N1&18 REVISED SHEE 6E CHECNm aY ro DLs mnane wArERSHED REvlsxx9s DUB 10 MDM GSNB GRADING REVISIOKS -- GATE wA D DBe*N .MPE. D: 01-11-17 U0.N0. M147 OW915 TIRFNDI TCP (Y I 1. KLDIPFORSYIrtpAYBENIIILINn S8 WMLY-NYMP MDp WLMU8m8 LMSTNNL STEEL. Kx EwExBCxS s«Ewry ro%WPiE *RHES 4cruu 2 REFERroDETAIL SHEETS TO SEE STRUCTURE pETNLs. IS s«wA o THE c9ry Toe IN lx 3 au«row,Nr NENCHMpRKs,wEroP NUT OF «YpR,wr. - _WARNING 'KF Nix P - - IC -20L. r5w 1. WYELOLIES TO BE SURPLEOe VERFlED BY LONTMCTCRS. WYE STATIONINGGCALCULgTED FROM THE WWTISRENA HKaH PRESSURE PIPELINE IC -4 1, MANHOII:s nR W`I JI}�, 5 ALL TES. AND DISTANCES ME TO THE CENTER OF SI ACE STRUCTURES. EKWvati(Nand/or ConsWdi011 PldlibMd SE+�'{' T w .89>.9{I BBB 1 Imo,\.� �Y.i. I µy 6. AMLUNGS UNLESS OTHERWISE NO VKVF80RE gETNNPo ANp TED 80CK TO THE WATERMNN TEE BY MEANS OFAF4ROVIED WiNOut CAm la. `MlJG Siete OiMi 11, AND mN NEGALUGS UNLE330R1EAWSE NOTED. PI ®]3 ik _ S1.rv.17.2 ] NI SEWHI SERVICES ARE LOCATED B FEET DpVM$TREgM M WATER SERVICES F SE AM WATER ME IN THE SAME TRENCH. IIS WiUgut Wn"en Pemi55ion FlCT UTO .22.03 922 T55 I5'INv9 I 8. AL SEWER ANO WATER SERVICES ARE MTENDED IO FEET BEYOND THE PROPETITY LINE UNLESS OTHERWISE NOTED. MAGELLAN PIPELINE, L.P. (7I 8. ALwuVES ON THE WATERT FOR THIS PROJECT BHAL BE GATE VALVES. NO BUTTERFLY VA -WS SHALL BE USED ON THE I,i A MAGELLAN REPRESENTATIVE MUST _B_EPRESENT DURING WORK AROUND PIPELINE(SI;, WATERMAIN FOR THIS PROJECT. Q \ 10. THE CITY OF CHANHASSEN CURRENT'ENGINEERNG GUIDELINES' AND'WELIFICAHOW SHALL GONISN. 11.. INSTAL HYDRANTS S BEHIND CURB TYPICAL) FIRE NOTES. POLY IMP AL HYDRANT BARRELS O I 1 ) BM ALL HYDRANTS UNTIL THEY ME TESTED AND ft T IN SERVICE CA TO LOSUU TlEHOME CONIAT OF FIRE FIRE ARATMAHALLTUS BE ACCESS ROADS CAI OF BUFPDYTNG RE WEIGHTOF FIRE APPMATUB SHALL BE MIRE O\ 12. ALL 4. 12' WATERMNN SHALL BE PVC CSW OR251. SFRWCEPBLE AL18'WATFAMAW SIWLBE PVL CmsIDRte) 2. STREET SIGNS SHALL SE INSTALLED PRNNI TO BUILDING PERMITS BEING ISSUED. QJ 13 MECHANICAL SLLS SIMLL BE INSI IN SMITHY SEVER AT CONNECTION PoINT9FOLLOVANG INSTALUATKIN OF PIPE TO PROTECT FIRE MARSHAL MUST APPROYI: STREET SIGNAL£. \ 1�1 EbSTING LIAES FROM 0EBR15,89FDIMENT WFILTMTN#N. flALLS51lLLL RERAN UNRL LINES METELEN4DlILLEPTED BY TECITY 2 PRICR TO COMBIl CONSTRUCTION, FIRE HYDRANTS SHAL BE SERVICF%I.E. 0 _ 11 THE CONTRILTOR S«ALL CONTACT MESEWER6 WATER DMSbN ATLEASTIBHOURSMORTOANYPUBLICBEWERrWATERMAIN 15. SVIITMY SEWEIIANO WATERMNN SHALL BECOME CITYwIIIED AFTERCONSTRIICTIO11 AND ACCEPTANCE BY LITYLWNLIL MHEX1 MN 1A STAM00D STA1H09A RANI) RIM=9 BLD 25A RB'RY SnRID_ dIFeO W% MUt STA8+225 RINHI BUO MB BANRARYSTATIONNG -1+W C.S.A.H NO. 18 (LYMAN BLVD.) O+UO 1M0 2+W UNG 1+00 t.-- (SINES) OUTLOTA � F::' / g \ _ EKLO BgSE OS TER ALS OS10/1S 'WAREUSE RENSIONG DRAWING NAE NO. BY DAM I REVISIONSOB BERM ♦ � _. M BERM • l� vENIY `HIO, To O.TRLC1.1 CHANHASSEN, MINNESOTA 1 OUTLOT B 910 \ q ----WILMM BRQ$pIPEUN= NIH 2 D9I1I/16 WATERSHEOOISTRICTREV. WATERGREVISTRI MD:218 Sl MH 3 rw RUBIES STA :1+SiS _ -� BID'. 190 RMA1B8 MSI 1251 TSA BLD: 179 310 Ev15TxG :aux � ta'uNl 2182 RM1e2 BUD: 18.1 N.iwIB.T m, Dmw I, 22'j 1 F----1 -- - I I Ni Wy1 I I Is I 2E IQo1, EASEN . �+ t.+N 1 L i i n. �BIE N11 n L y' d"9LLBUB 1 •` 8� I j� 1 sELel9 roee j I j IF it 1 o0m4 I. 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BY DAM I REVISIONSOB EUSTING GRADE 922.0 920 � _. EST TCP D NI NE - 917 gHl FINAL SANITARY SEWER AND WATERMAIN FLAN ARBOR GLEN ARBOR GLEN CHANHASSEN, LLC FILE NO II805001 vENIY `HIO, To O.TRLC1.1 CHANHASSEN, MINNESOTA 1 PR OSED ONADE-921.8 910 STA3122j WCGpSED OM 9P4(]9')-91925 910 RMA2I2 NIH 2 D9I1I/16 WATERSHEOOISTRICTREV. WATERGREVISTRI MD:218 Sl MH 3 rw RUBIES STA :1+SiS _ -� BID'. 190 RMA1B8 MSI Eu9 xGwiA.Gdmo TSA BLD: 179 310 Ev15TxG :aux � ta'uNl 2182 RM1e2 BUD: 18.1 N.iwIB.T m, Dmw I, � a cws 1st ESN. s* T-N]T MH5 we MHT STAI+884 SAM31S STRAW)♦ xYrNAIr RMA15A RMA15T 1011171 -I. M V.w IeGE=NAT BLD: 12-1 BLp:f2j— BfD:Tf2 ,RFoe.awn IOOE�NIt FN1f® R ' � GAiia O .111`00. g24LF09+o •• `r �• ^ 1••1gLi 1x1 SANITANI SEWER SPALL 9E ASBMLT MON TO WATERMAIN g g INSTAL1RiICN TO VERIFY T«AT IT 2 Z Z NESTS A MINIM. 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HEAGRREES TO BE FULLY AESPONSBIE FOR SGALEINFEET OR ANY AND ALL DAMAGES ARISING WT OF HIS FAILURE TO ENAOTLY LOCJITE AND RESERVEANYAND ALL E%LSTIIIG UTILITIES. DRAWING NATE NO. BY DATE REVISIONS USE(INCLUDING COPYING. DISTRIBUTION. ANIORLONYEYNIL£OF I HEREBY CERTIFY THAT TH IS PLAN OR SPECIFICATION WI CT'PROE4TND. FIEND. EKLOBASE OB DLS W10/16 WATER REUSE REVSgN$ INFORMATION)OFTHm FRODUCTISSTRICTLYRg118OEDW111gUT PREPAREDBYMEORUNOERMYDIRECTSLIPERVmIDNANDTRATI- ORAWNBY W mom a7/1S,18�REVmEDEABENENTS SATHREEERGDUmT,INCSEXRGESSWRITEENPDTHgiDAIONLISEWRIODI AMAWLYREGISTEREDPROFE3SgNALENGII�tUIO@(TIE `h FINAL GRADING PLAN mBBam LAV ae ICOM 07/19/16 REVISED°HEEB SAgAUTNOR214TgNDOI15TrUTESANILLEGITIMATELISEANDSIVLLTNER®Y LAWSOFTHESTAMOFLMMESOTA ; g SATHRE-BERGQUIST, INC. CHECMI DILLS 01W16 WATERSHEDREVISIDL INDEMNIFYSATHRE�GDUmT.INC OFAll, FIESPONS61Lm. T 1®soLRNBROADWArwAYIArANNSRWLEMII>8®00 HANHASSEN ARBOR GLEN s DIS tG MDM Orrz6itfi GRADING REASON4 $ATNREdERGOIIIBT,INC. RESERVES THE RIGHT TO HOLD ANY AlEO116A1E /7r}' r � S DATE L W1- 16 WATERSIEODISTRICr REV USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAC£Sg3LOSSSESR®IAIMG {{{^^^***AAA^^w1K 1.`�+ W ° MINNESOTA .12 FROMILLEGITIMATEUSE DW1S,sd'S .PE to. PL,i ARBOR GLEN CHANHASSEN, LLC Dl 5 FIWLLPLAN SNBMEITAL - - DWB: M -,1-,T UI 311 9 �NL 'M O EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. T!E WNiFACTON $HALL OEiEAMItE 11E EXAOT LOC. NOFANYMDALLE ISTINGUTILRIESBEFOREMMWMCINGW WAGREESTOWNLLYNE$r016HEFOR ANYIWDALLDMI UMISINGMTOFHISFAILURETOE. nYLOCATEM PPESFRVEr MID EX6IRIGUTLRES USE IINCLWING COPYING. DISIRIaIfiION.NaRl11 CONYEYANCE(F 1 WFORFMTION) OFIHISPRD T4SSIRICTLYPR011BR®WIt1gUi PREPAREDBYWGRUNDMMYDIR SATHREAERGWAT, INC' a EXPNE95 WRITTEN AURQiOATXIN. USE Yrtr1UfT AM A WILY REGISTER® PROFFSSIC 1 h: LAWSO STATEOFMMeai90TA INDEMNIFY SATHREBERRCAUIST, INC. OFALL RE9PIXL4B6M CONCRETE WASHOUT SOHREBF IST,INC RE.YEINESTNERIGHT TOIIOLDAM'LLEGRBMTE USERORPARTY LL=(aALLY RESTVNBIBLEFMDM1MfSpRLp IIESTATVIG �r�� / r �'�` FROM ILIEGM1AAM USE. �w&,IZ- MISM �f4 p4n4o �. 11 N IrylpII1V1,, a. a.. . • 1 1 � t I1 �••� aI � �Mpq IryphRNggy JI Npa�Vpry � / �'fS, Y i4�a nil 111 ryl "n In 11 1 Iv♦ I T vYaaaa•a�_�a•�r .. c�� yAn-.,°uughN4rihu"�iailti,I�MhIE!J �Bg�j a • "V��Q'� nn'� NIL�hppppapyL�N'1�a�bQun�hyV-�;�� d I d '1 M41 "1++"" ryll hl ry 1•••tiv � � \ • t y�Y1 �" LynuydnunryahV"ry+SAG•. �; '• . i � �v I . aKvp^VAu4 h�ha�hJ 4pp��;1•:�-a 9�! ��:��I�i� 3�� I� ` .d;whuMagNtl , ' ° �1y9upN .MY NI■al I EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. T!E WNiFACTON $HALL OEiEAMItE 11E EXAOT LOC. NOFANYMDALLE ISTINGUTILRIESBEFOREMMWMCINGW WAGREESTOWNLLYNE$r016HEFOR ANYIWDALLDMI UMISINGMTOFHISFAILURETOE. nYLOCATEM PPESFRVEr MID EX6IRIGUTLRES USE IINCLWING COPYING. DISIRIaIfiION.NaRl11 CONYEYANCE(F IncNteT UtliIR. InAI InISHLA.YI WFORFMTION) OFIHISPRD T4SSIRICTLYPR011BR®WIt1gUi PREPAREDBYWGRUNDMMYDIR SATHREAERGWAT, INC' a EXPNE95 WRITTEN AURQiOATXIN. USE Yrtr1UfT AM A WILY REGISTER® PROFFSSIC MO AUTF+ORRATION CONSTITUTES AN ILLEGRaa TAE AI s=TIH✓®Y LAWSO STATEOFMMeai90TA INDEMNIFY SATHREBERRCAUIST, INC. OFALL RE9PIXL4B6M CONCRETE WASHOUT SOHREBF IST,INC RE.YEINESTNERIGHT TOIIOLDAM'LLEGRBMTE USERORPARTY LL=(aALLY RESTVNBIBLEFMDM1MfSpRLp IIESTATVIG �r�� / r �'�` FROM ILIEGM1AAM USE. �w&,IZ- o°°o°oo°oo ROCK ENTRANCE BERM SILT FENCE POST GRADING SILT FENCE —e•— BIO -ROLL ® CONCRETE WASHOUT O INLET PROTECTION EROSION BLANKET wTC,ESw xas MSTE wTAxM.uxswrcw.eCTxo loaw.o=.vlaoaomworcarxle 1 .12.1. W9 TE M9r,WH1 NiOV FT.nTYxT. T x'V./6Ci BtlMfYIrE .uRT ,Yes CF� � Enlw lamxaMreaFxv..rlo®. roowlaroneowaas e TSR ro Rums vx MmroF rwwion�orvc wl�wroEsrriorormrm.lmxrol�vma..uaa MiNG�mh Ar l r .E sVT wr ffE rbc aIOTT \® c e .T�T.1e w.RrFrSrwmen.N.R.CFomc, �soaC.v.®wiwewlawa.e.uaul�xosvnxrvwvrew. rtiE T .vCRwT. �wRr smRVRT CCR1R 01M Tffl .xTw w I, cay.A OT CorelnclxxxovaerwloT8 pTI9LS� LFCFNRY ro Tr sT.SL.Tr OF 1. 91 �xo�lsal.w mrwvwrw e" sou s�.LESYmFv c rm R II4GCWST.TV.:a..oF�:w�w egNweVw.1 IO1: OF mramclarmE®Ys�e�® .u,G.. so.L.Lee.:•. r. w.on Rm ,o. oa:. OF Te x.�LE:. eve ro. TlI� THEM..emnn�rwnoxmm EXcaration anI Construction Plohi0ile0 Wnhoul compliance with State One -Call, AND T T1 a(s,,w .......—....... f $ SATHRE-BERGQUIST, INC. +SesWTNIe1010WArWAYIATAAN.�B+IeBZIA+B®BB HANHASSEN, Y W •` MINNESOTA �Aa vJ{ Without Written Permission From MAGELLAN PIPELINE, L.P. W m 0 m w 100 �IN FE��T •OR Y'MO SCNf FILE NO FINAL EROSION CONTROL PLAN I m•san ARBOR GLEN 7 ARBOR GLEN CHANHASSEN, LLC C.S.A.H NO 1R 11 VMeAI 01 vn Y at �r lIi'III-0i I�r �i yallryla^1'y�:N 7B-ge 7\ ��y�,•,. .4'' u%�:�2'"1�1,11L1„��1NN�A ''%�j�. .'-1\��J�►,� r/ U P 11 • a�errra TVT� �� q 1 'fig.... ll,l ao all R0 Fil IF III FOR D=S OR L� RESULTING FF III rY1( r• 1 »�� ARBOR GLEN PLANTING LEGEND KEY1 COMNONNABE BOTMSMIlgi E CITY. 31M NOTES TREES r NOTES: O AL Reamptl LYtlw 71111, aaaaabsa'Remnlor S 24BB smilotigagalke0er Z 1u Case a%rYMgege 4 ZS -BB Streightskyl Hl Gboll obtnbam w. onamb Skylaggit 4 25' BB StraigItsinaIIII PE Frmigan Ban Mail wurkaaa Pric:ala! S 2res bamr RB Reversal BMab RiIng 3 10 BB Ckm aM Red Suszl I9er1•aa rnv* R S 24 BB liftwitiamr RO Red Oak t7a m Saba S 25' BB Vl0 Vl Oak OUNcm B1w S 2Y BB amytingill,k%Itler EVERGREEN3 57SHRUBS THE SOILS WITHIN THE BUFFER AREA SHALL BE PREPARED m Back 1915 SMce ago" 0gaw manage 10 S BB NP Newaritypow, pimm&haa S BBB OF TOPSOIL MEETING THE wP Wage Pbs Pias Socha 7 SBB ORNAIIENTX TREES YELLOW TAGS FOR NATIVE SEED SOURCE MUST BE PROVIDED TO THE CITY. ALL SEED SHALL BE NATIVE AND FREE OF NEONICOTINOIDS. PC Pet spal Coaxial uggauPotaiil 7 roe Moved Height Medc Prairie Mia L Aaffiang. BIYIaa • AMuw Bala•:a S S BB Caa1I Ill•58• 9m 4% 135 Boomlwacurtipendwii Side -Oats Goma am 1261 345 KL MPC Kge1 IlN. u" ill 12 WHT PammonyrPatum Switchilont A10B VW VDurawa 15 3r HT HN Almaliml H•2MNLd cwykwwtww 12 3r HT 6w 5.29 am ON OisotlO Nnmbk 'DdIYn 15 new Astlepias inarnao North Milkweed am an am T" 135 120 am on r C) r NOTES: O FRONT YARD TREES: -ALL LOTS SHALL BE PROVIDED WITH A MINIMUM OF ONE DECIDUOUS OR CONIFER TREE TO BE S Z PLACED IN THE FRONT YARD. ' - 21 LOTS = 21 FRONT YARD TREES >>r LANDSCAPE BUFFER: - REQUIRED PLANT UNITS PER 100' AS PER BUFFERYARD B 2 CANOPY TREES w 4 UNDERSTORY TREES/EVERGREENS S SHRUBS Q - 950 LINEAR FEET BUFFERING COLLECTOR STREETS REQUIRES THE FOLLOWING PLANTINGS. 19 CANOPY TREES 38 UNDERSTORY TREES/EVERGREENS 57SHRUBS THE SOILS WITHIN THE BUFFER AREA SHALL BE PREPARED BY RIPPING TO A DEPTH OF 12 INCHES TO LOOSEN THEM AND SHALL MEET MnDOT SPECIFICATION 38773 FOR SANDY LOAM TOPSOIL BORROW. ALL RESIDENTIAL LOTS SHALL HAVE A MINIMUM OF SIX INCHES OF TOPSOIL MEETING THE SPECIFICATIONS FOR MnDOT SPECIFICATION 3877-1 FOR COMMON TOPSOIL BORROW PLACED ON ALL THE AREAS TO BE SEEDED OR SODDED YELLOW TAGS FOR NATIVE SEED SOURCE MUST BE PROVIDED TO THE CITY. ALL SEED SHALL BE NATIVE AND FREE OF NEONICOTINOIDS. WETLAND BUFFER MIX Moved Height Medc Prairie Mia Selene&Name Canmon Name %d Mia Seeds/S ft Fria lx G..a AndmMongeramii Big Bluestein 9m 4% 135 Boomlwacurtipendwii Side -Oats Goma am 1261 345 Symusowdemis Canada Wdd Rye 9,00 2.58 L% PammonyrPatum Switchilont 4m 309 am SMizachynumsmpatum Wtlealuestem ISM 12.40 225 Sorghastrtm are Indian Goss 900 5% 135 Swro6ious hetemmois Pralrle Cropued 6w 5.29 am Parma Amrm.came orae Iewplant 125 110 an Astlepias inarnao North Milkweed am an am AsdeOiassydara CommonMilimeed 120 am on Ardlelastuheroea Butterfly Milkweed 025 am am Aster laeva Smooth Blue Aster an a45 am CFamaecnsta fasdculata Partridge Pea 225 041 041 =:cartada VAite Pralne Clwer I.m Lm am galea 0umuoum Pottle PMrle Clover 4.00 131 am Oeamodiumonatense Canada Tick Trefoll 1-25 am 019 Neliooeshellantholdes Common Ox Eye 200 069 am uarisli'li'WIN Meadow BlazinBStar am on am Oatrismon.h,a Prairie Blazing star 125 On an IAonarda Nstulao veld eaBamor e.m 1a6 an Pyrarthemlamymi inianum Mounn;n Kant an Lae am aatinimainem yellwecoreflower 125 207 an audhealamaa Nack Eyed Soule LM 634 an Widagad,da SOR Goldenrod L3 1% an VeNenastnota Hoary Vervain L25 LO an Lzia aural Golden Aleaandeo 125 am an Seeds/sa fl: Rin Seed We on am sourced from MN Native taMsopes,81401 Street NE Otago, My 55362 CITY PROJECT NG. / Norby & Associates G Landscape Architects, Inc. CHANHASSEN, MINNESOTA Im FAw S¢md Sweet ITWa, MN 55319 (952)36L.m44 NATIVE SEEDING omae+omwa A�tl. �~� v,ana �mr.aue. ppn.+tiar neu v. � v.e v bnWeuaerM YL Me.TMmt Wmw Wm'N6•o xeow wu4•ammnrm WN.si vmn,mex b5«W� �Ima"iv�e.; ma�.mwaw � M a.��.�. ,.«xe <m gym. o.• s..v �.... as a �»....».,: m•ouw•ara aln�•^mv��•a a4mm w.xrnwae • ui nwMewar,—m r re-ww nyex.e m�•au.•n v C xas�.•ornan.m menuwumwd�.msse�owu•psmaavxr uJ+wkn.4..•M<a• nMnay.•wmMMaa.m•d3 mW' i�F . N Cux M16rawM.aned+n. ,srs.ispdsua.�R.wiara.mww. sr.,m wvdml.+r.n rmu�rwam lmr+.m�m�•n wner,.I«N�� eua. r w.. m ...enmua a inn un •mw+ u.w. „wmuwe rwna msro sin m.n nava +� uar P.m ma «r wM wawa .s Hp.m.ne�rcwra .a.a•s�..0 uw�v u, naN�mn+caro Mr�mwvmn. x �winv a Yww W w�evJ�. mrcaw.•H�Piera. scm a.n ....m >o«..o •u,..tavw�a�ru+.s�. +'.wwuwwaws FILE W. LANDSCAPE PLAN ARBOR GLEN 8 12 I hew. "" L SSNM a -Y-M. CASING AND AO.AISTNG DETAIL uEe.v.on. 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FRRr[oraf LEW YT_•u , A. on NAUTCN ® mTNL h USE (INCLUDINGCOPI'ING.DISMIX.FTION.NppYCONVEYNNCEOF THEREBY CERTIFY rHpr THI$plpN aR$FCFMAl1DN Wp4 RAI! LEW TNN)OFTHFSPRO TMSTRICTLYFEWH6GEDWR1NMlT FSFXIS EO BY ME OR UNDER MY DIRECT GUPFRVENGM WD1W,T pf! DETAIL SHEETS awINFO INC'sE%PRESSMRITTEN AURgRPATION LSEYIITHOUTMDRUTHORIATIONCONSTITUTESMILE ITIMATEL MDSHALLTHEREBY TAWS YHESTATEOF NESOTA fAk : SATHRE-BERGQUIST, INC. INDEMNIFY$ATHRE-BERGWIST. INC. OF ALL RESRDNSISUw ( ) -/ � �.PP`,w IeD SOUOI BROeOWAY WAYIATA, MN. 55351 (p�)R)GlmOUSER 7HANHASSEN, ARBOR GLEN 9SITHREZERGEI I$T,ING. RESERVES THE RIGHT TO HOED ANY ILLEGITINMTE ,' "''" +CHANHASSEN,MNR� CR PARTY LEGALLY RESPONSIBLE FOR DAMAC£$ CR LOSSES RESULTING FROM �' NATHN30. H9iMW. PE A ILLEGITMATE USE. aetn RRR, PI! I DMI'OS L NI. cur PpD Wn T =01 iCNIRR SIRUCNRE " wvl ®wanFUT y 5149 -5� uc.os mns u•tv..� w w. m cs rngvsz I� f TTPICAL STREET PATCHING YT MANN p ® GnIE ATM SMINWSI CEP=MEx- rix x'5202B for ::�. • 'ACES@: 9EP4 3 Eqfl-- CUR •4.IMIER STRUCTURE RE1R 4AHNRIF _ ExLIEiOYa LOYIINNi �" 5109R B 21N/I//ABT• Wif TIPICPL CU'e f� RADIUc x,mmxm�. oD 520a V. - �IR4FiiiSIL�.�� `%L+: ams u.w J��i 4 b Q{IIY TYPICAL URB C&1R1601 xe g1TlEF OLS 5"7—A j l MM AxD Wixour NATHgIMRNERMAN,PE OMs'. R- Lit NO. W147 �'n wrwsW na�xuwa�m SECTION A -A mlf ® fll®1® Cp5,R11C1NM1 AT CAip 9A9N _xcrl[EIwC [EPaanpi "" SIC6 mlf mlcu a' gAMETER ® CATCx BAS'x u4xx0.E eHorCmrlu [Er.wrvwr vie. C.-" for ::�. • 'ACES@: 9EP4 3 Eqfl-- CUR •4.IMIER STRUCTURE RE1R 4AHNRIF _ ExLIEiOYa LOYIINNi �" 5109R B 21N/I//ABT• Wif TIPICPL CU'e f� RADIUc x,mmxm�. oD 520a V. - �IR4FiiiSIL�.�� `%L+: ams u.w J��i 4 b Q{IIY TYPICAL URB C&1R1601 xe g1TlEF OLS for ::�. • 'ACES@: 9EP4 3 Eqfl-- CUR •4.IMIER STRUCTURE RE1R 4AHNRIF _ ExLIEiOYa LOYIINNi �" 5109R B 21N/I//ABT• Wif TIPICPL CU'e f� RADIUc x,mmxm�. oD 520a V. - STANDARD CIIL GE SAC ��. �Inal mx.wrtow PPICAL NL -DE -SRC +�.u•+m�va F+GxEWeG O.P/AnExT �` 5^0` 3: ,mf,w.P = R-- �IR4FiiiSIL�.�� `%L+: f {4-2 RESICENTAL BI MIN S II =t �f QQdEmt4 OLS STANDARD CIIL GE SAC ��. �Inal mx.wrtow PPICAL NL -DE -SRC +�.u•+m�va F+GxEWeG O.P/AnExT �` 5^0` 3: ,mf,w.P = R-- �IR4FiiiSIL�.�� `%L+: tpw° "uFRF f SATH RE-BERGQUIST INC. -- - t=)4m ... ISSSOU"HBROApwAVWAYIATAMNSS19tTUSER 0. •4e vLN {4-2 RESICENTAL BI MIN S II =t �f QQdEmt4 OLS 5"7—A j l MM AxD Wixour NATHgIMRNERMAN,PE OMs'. R- Lit NO. W147 �'n wrwsW na�xuwa�m SECTION A -A mlf ® fll®1® Cp5,R11C1NM1 AT CAip 9A9N _xcrl[EIwC [EPaanpi "" SIC6 s y. sxe's.T `a~ Ns�w�w�LaT R RE9OpTIIL STREET SECli1M V +✓. c.6a�s 5m eun rr rx.r�A WEf I RIP R.1P ® OEiu ®If mcu STREET SE ET WC fffa 1Wl ENiEkAw oOwlzFxi "" 5202 1 • '' a ,f�P` r_. �IR4FiiiSIL�.�� IHEREBYCERTIFYTHATTHISPEANORSPECIf MAT WAB PREPARED BY ME OR UNDER MY DIRECT SUPEIMSMIN AID THAT AMADFTHESTTEREDPROFESSIONA`ENGMIF�'DMH`T1E LAWSOF THE STATE OF TA �� tpw° "uFRF f SATH RE-BERGQUIST INC. -- - t=)4m ... ISSSOU"HBROApwAVWAYIATAMNSS19tTUSER 0. •4e vLN {4-2 RESICENTAL BI MIN S II =t �f CCN<REIE RE�L. OLS E.T".DRnEwne pw+�; � MM AxD Wixour NATHgIMRNERMAN,PE OMs'. R- Lit NO. W147 0wv - :-FEET INIERE-CTDN REre fll®1® G — eun rr rx.r�A WEf I RIP R.1P ® OEiu ®If mcu STREET SE ET WC fffa 1Wl ENiEkAw oOwlzFxi "" 5202 1 • '' a ,f�P` r_. �IR4FiiiSIL�.�� IHEREBYCERTIFYTHATTHISPEANORSPECIf MAT WAB PREPARED BY ME OR UNDER MY DIRECT SUPEIMSMIN AID THAT AMADFTHESTTEREDPROFESSIONA`ENGMIF�'DMH`T1E LAWSOF THE STATE OF TA �� tpw° "uFRF f SATH RE-BERGQUIST INC. -- - t=)4m ... ISSSOU"HBROApwAVWAYIATAMNSS19tTUSER 0. •4e vLN {4-2 RESICENTAL BI MIN S II =t �f CCN<REIE RE�L. OLS E.T".DRnEwne pw+�; � MM AxD Wixour NATHgIMRNERMAN,PE OMs'. R- Lit NO. W147 a. w w.. >,o• I. � R..,.�L vw.:..w as..e• e. m - xu n.vem D+D sEcnp WIN ® I PAT(HMGLBIP-i'u EluFf£zuL TEP = OLS USE(INCLUDINGCOPYING.OISTRIBUTMNI.AIO:ORCONVEYM OF INFORMATION) OF THIS PROOUCT IS STRICTLY PROHIBITED WRHgIT SATHRE"BMf TIIO INC.IEKPRE83WILTG i MORQAT UBEMRTHOUT INDEMWHORIIATION LONSTITUlES AN ILEEGRIIMTE USEAIASHALL THEREBY INOEMNIF GCUIET.INC REST,INC.OFALLRESPONSIBILRV. RESEAKSTHERIGHTTOHOLDANYILLEGRMATE OR PARTY LEG LY RESPONSIBLE FOR OAMAGE$ OR LOSSES RESULTING FROM ILLEGITMATEUK IHEREBYCERTIFYTHATTHISPEANORSPECIf MAT WAB PREPARED BY ME OR UNDER MY DIRECT SUPEIMSMIN AID THAT AMADFTHESTTEREDPROFESSIONA`ENGMIF�'DMH`T1E LAWSOF THE STATE OF TA �� tpw° "uFRF f SATH RE-BERGQUIST INC. -- - t=)4m ... ISSSOU"HBROApwAVWAYIATAMNSS19tTUSER 0. •4e vLN DETAIL SHEETSMD�T ARBOR GLENSATHREAEfIGWtST,INC. CHANHASSEN, MN RESICENTAL BI MIN S �l f� WP WAI ENTTrmccs wm <ND wTTIwT cLRes xF,[xK pEPMIEIrt Y 5^09 OLS USE(INCLUDINGCOPYING.OISTRIBUTMNI.AIO:ORCONVEYM OF INFORMATION) OF THIS PROOUCT IS STRICTLY PROHIBITED WRHgIT SATHRE"BMf TIIO INC.IEKPRE83WILTG i MORQAT UBEMRTHOUT INDEMWHORIIATION LONSTITUlES AN ILEEGRIIMTE USEAIASHALL THEREBY INOEMNIF GCUIET.INC REST,INC.OFALLRESPONSIBILRV. RESEAKSTHERIGHTTOHOLDANYILLEGRMATE OR PARTY LEG LY RESPONSIBLE FOR OAMAGE$ OR LOSSES RESULTING FROM ILLEGITMATEUK IHEREBYCERTIFYTHATTHISPEANORSPECIf MAT WAB PREPARED BY ME OR UNDER MY DIRECT SUPEIMSMIN AID THAT AMADFTHESTTEREDPROFESSIONA`ENGMIF�'DMH`T1E LAWSOF THE STATE OF TA �� tpw° "uFRF f SATH RE-BERGQUIST INC. -- - t=)4m ... ISSSOU"HBROApwAVWAYIATAMNSS19tTUSER 0. •4e vLN DETAIL SHEETSMD�T ARBOR GLENSATHREAEfIGWtST,INC. CHANHASSEN, MN FlIt IVU 33R05UOT auwN BY 7HANHASSEN, 12 OLS CHECNEO BY DATE NATHgIMRNERMAN,PE OMs'. R- Lit NO. W147 0wv - r m.n a. �.. r.. •w..rs �sa�. ® smlxr RND mAm< pcx INSTALLAIIpI I SS l WIN 455EMBLT �f PMetM CuN Romps ® Pogo mf s „•„mr ` sns ffiT mE oeP.marxr wfwY a,FFt[Nas fart aW[ Ux[ yYavE TRENCH DETAIL TRENCH BET' _ I HEREBY CERTIFY THAT THIS PLAN OR SPECIFCAOIDN WAS DECAL III R1111 - c e� as.v TY CAL SMP PUMP ® u� I°1, INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBRED WITHOUT f �Ill,lk�l 3dlilF�, _... _-_..§rruexam.-..osm.- r m.n a. �.. r.. •w..rs �sa�. ® smlxr RND mAm< pcx INSTALLAIIpI I SS l WIN 455EMBLT �f PMetM CuN Romps ® Pogo mf s „•„mr ` sns ffiT mE oeP.marxr wfwY a,FFt[Nas fart aW[ Ux[ yYavE crof I FIRE I, E bum g A TRENCH DETAIL TRENCH BET' _ I HEREBY CERTIFY THAT THIS PLAN OR SPECIFCAOIDN WAS DECAL III R1111 - Y1Ef TY CAL SMP PUMP ® ORAW NNNE'T": I°1, INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBRED WITHOUT f �Ill,lk�l 3dlilF�, .Al 14 QIICf UFFGTCJIBASH crof I FIRE I, E bum g A I - � , I ,-! 1211A �If I SILT [fes fENS .� �. R� „suw pEPM1nNa s}oo 1 . z _ ,a...g awf I.or aR j MIN "T E'L- s}m CURB DETAIL TRENCH DETAIL TRENCH BET' _ I HEREBY CERTIFY THAT THIS PLAN OR SPECIFCAOIDN WAS DECAL III R1111 - Y1Ef TY CAL SMP PUMP ® ORAW NNNE'T": I°1, INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBRED WITHOUT f �Ill,lk�l 3dlilF�, .Al -xgTION A -A QIICf UFFGTCJIBASH fHURI®I P FITFA BARRrEa C dGWNBY DLS - o�AmRert ""` s]oo SATHRE-BERGCUIST, INC.'e EItPRESS WRHTEN M1TIpRWTpN USEWRHOUT MID AUTHORIZATONCONSTITUTES ANRLEGITIIMTEUSE AND SHALL THEREBY AM A DULY REGISTERED PROFESSIOINLENGIImi UNDER THE lAwsOFTHESTATEOFMINNEsorA g� �A ! SATHRE-BERGQUIST INC. I - � , I ,-! 1211A �If I SILT [fes fENS .� �. R� „suw pEPM1nNa s}oo 1 . z _ ,a...g awf I.or aR j MIN "T E'L- s}m CURB DETAIL TRENCH DETAIL TRENCH BET' _ I HEREBY CERTIFY THAT THIS PLAN OR SPECIFCAOIDN WAS DECAL L= - Y1Ef TY CAL SMP PUMP ® ORAW NNNE'T": :vv oP eye• AMA I HEREBY CERTIFY THAT THIS PLAN OR SPECIFCAOIDN WAS DECAL A a.rt CH Y PNg1E4I rvU. FILE NO INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBRED WITHOUT P— .Al -xgTION A -A QIICf UFFGTCJIBASH fHURI®I P FITFA BARRrEa C dGWNBY DLS - o�AmRert ""` s]oo PepeaKlm. Cwp R, Page 5 as 5 SEJ MME 1RA MODEL#CG'z3 .uw m.NPmM...aa w,w.a r,.,ae me cwn,moR rw � W,f CATCH B4S:. sT Nrl ' mac IevAanc,.: Ad cffff T� 4aCLT'Si3^� mlf uP aao ,HTE :u ax.mvaT+m. vwxc cfnax„Fnt ` 5_aC 00 IRT box IEJIMEMT TPAP f&®l� w_c IXS� AMA I HEREBY CERTIFY THAT THIS PLAN OR SPECIFCAOIDN WAS DECAL SEJ MME 1RA MODEL#CG'z3 .uw m.NPmM...aa w,w.a r,.,ae me cwn,moR rw � W,f CATCH B4S:. sT Nrl ' mac IevAanc,.: Ad cffff T� 4aCLT'Si3^� mlf uP aao ,HTE :u ax.mvaT+m. vwxc cfnax„Fnt ` 5_aC 00 IRT box IEJIMEMT TPAP f&®l� w_c IXS� USEIINCLUDINGCOPYING, DISTRIBUTN)N,ANDANi CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFCAOIDN WAS CH Y PNg1E4I rvU. FILE NO INFORMATION)OF THIS PRODUCT IS STRICTLY PROHIBRED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT Alwe w,, — DETAIL SHEETS 2W05001 dGWNBY DLS SATHRE-BERGCUIST, INC.'e EItPRESS WRHTEN M1TIpRWTpN USEWRHOUT MID AUTHORIZATONCONSTITUTES ANRLEGITIIMTEUSE AND SHALL THEREBY AM A DULY REGISTERED PROFESSIOINLENGIImi UNDER THE lAwsOFTHESTATEOFMINNEsorA g� �A ! SATHRE-BERGQUIST INC. GNECI®BY - INDEMNIFY SATHRE-BERODUIST. INC. OF ALJ- RESPoNSIBILI,Y r ' CHANHASSEN, ARBOR GLEN 11 SATHREEERGIXIIST,INC RESERVES THE RIGHT TO HOLVANY ILLEGRINATE as ;,... 15111 SOUTH BROADWAY WAYIATA MN. (SRf A1B0.A1D RESULTING MINNESOTA RORPARTYUE LY RESPONSIBLE FOR DAMAGES OR LOSSES ILI-EGITIAIITE USE NATHM'R HERMAN PE •� Ai CHANHASSEN, MN OSDB:OI DMa Lie NP. 2BtA1 �Ie FVF 1'] LL wr« oc« MM wernc B.w:msc wrs.on h'z��s ox�ics � 100, a .•,• r awes sm d ti0 ♦p I� PIAq]F}1T ---i 1��--n�•�� fYL�S�Y•ALMfY. `1Yl Rte.—� �� •�- ti Y: S.,_3 •:a:,)ga?��=_>_� : ,3.' • c`ya�,. �[is�'�:��a,.� y"i�' "j fNlaYif'•-•-••—• •�3 jY�-sa,meY.�Ssi. RaSi•)11L3)iAfiSaT __ •S1i.fJlAYLi:AAMiN-� nn,__en •JTAS,'- ✓�1NPA rw. a -s ww• •S�•��"��-'�- •'� �� Sib3, SiNWq NY SiS.dO ) V 3 '^' S{.)q. S!/AIYp FUII Si3)3SO•'1 6 3 i _ • 30.YSWlYYMRSYJS- •aRuaina)wrsaa3e• igga�v+3v33vcrsaia -�.. •i>y�ggssavRarA•ear tiv:•ra \\\ T 'yyAa k-7 _ T =_fir -viers 7�1 "fa Win: iTii1WL)YYil-- VliS3HfC—'•---'—� arescz—�•.----• USE pNCLUDING COPYING.gSTHBUnON. ANDpH CONVEYANf.EOF I HEREBY CERTIFY THAT THIS PLAN OR SPEgFlGnON WAS :-ILt rv�. IXS INFORMATION) OF THS PRDDUCT IS STPoCiLY PROHBDED WRHgfT PREPM BY ME OR UNDER MY QR T SUPERMSION AND TIWT r.c"• 'ar ` — DETAIL SHEETS DRAWNBY SATIREZERGWST.INC:4E%PRESSWHTTENAUnLORlATIM USEWTMWL NAAWLYREgS1EREDPROFE3910NALENGINEEAUNDOiT1E p 9 SATHRE-BERGQUIST, INC. q3 .AU R -= ILLEGITIMATE USE NA SHALL THEREBY LAMB THE STATE OF A C11Ems BY SATH FYBATHRSTANC. EST.INC.OFALLRESPgISIgL m �� -" ¢ SSBSDUDSBROADWAY WAYl TANN.%E11SR14T rCHANHASSEN,ESOTA ARBOR GLENSIITNRE-YSRG sT.INC. 0.ESERVEBTHEHGIRTOHOLDMIYILL£CiIiMOTE NESOTA DAIS USERONPARTYLEGALLYRESPON9 FORDNMGESORLOSSESRESULTING • 12 FROMN1EgT3ATME NATHRN R. ,RE meF,•, ,+' CHANHASSEN, MN owB,B. Ds. o Llc No. zelaz STORM SEWER POLLUTION PREVENTION PLAN (SWPPP) ARBOR GLEN - Mwpkto ba aspect, and Pram PNv t emo and Provide sediment bell snail Win spooddance with that MPCq ell shall include, tk is not repuiremene monWrodtereln 1. CONSTRUCTION ACTIVITY INFORMATION This SWPPP was preparedbypesmnamortified in Oaeasigndconsnction SWPPPs. Copleadoodiwtms are available upon re,uasl Ptoi•Lt Nam•: Arbor Gm otoest Lc.Lod' Address: 5170 Great PIaiW Blvd City-Cmitaasan Sot.: Minnesota Zip CWe'55317 County Parcel ID Number (PID): 250242900 ocelot Type Piedmont ConmeclalAndustral Road Construction Residentialrttoatl Ohs CMmuyyel readue Senate Singly family lots within Me overall site will be disturbed m a M by M basis as Me am sold & homes are Number d acres to be tlismrbed: 66 (tommeenams) Precrosbuepon stem d impemoua sudfamo'. 0.0 (oaths d m ase) Poet-rmnstrulm axes oxminvous surface. 2.0 (tenths d en sae) Total new impeklw. surto. acres 2.0 (tenths d en i ae) R•nMdg Ways - Name d Wassail TT $Spacial sal l Impaired? WmA Lake Riley Lys No yeas Lake Suver lake No yes Waland1 Walare No No PmdI Pmd No a D of OgIMbRpbpn Cmstrulm Stan Data Sprig dDH7 Estimated Cadpyon Dat: Sandal 2. General Construction Project Information Personnel & Training Provide a wdafied emsim omwl supervisor in good sending with who is kroMedgmbw & experaxad m the appicabod of erosion peverum & sediment omtml BMps. Supervisor shall work caro Me peed aginearto ovwaee Implemenoam d Mia SWPPP&Ore Imtalatm,Inspelm&maintn dfinemomw BMPo. Pdunde at lase me certified Insulle y arch wno-adw a aubmnbacy Mat iWwlw wwm coned BMPs. Chain p ResponsiWMy Owner I Developer & Cmtracm are commmitms y the Norman Polludadd Discharge Extermination System (NPDES) Cmsndim Permit Cmtradm is d Bible m comply wiM all aspects d the NPDES Cms m Poral at all prima atl ale Nob. of Tenninstlm (NOT) has bean fill with Me MPGA ortranafaned We hone Wildsho anlawntray. ConM •ear will cameo, a chain of command with all Me alors m Me site m assume Ma the SWPPP will W Impennenwd & stay in aged ural wrutrudim Is complete, the site as final slabiiumpm & NOT ems then automated! b Me MPGA Pqs Mecautrulon activity That +1- 6.6 atm development will emsia d the land development d 21 so" family detadgd Mees. and 860 mar fed d streets. Wer soil demrbing alvitm will iratude: hors, W ikllrg, di vere-y wnisin 1im, ad Io ladscapin, The project will be mass graded and minsi ucte l In t pose, greding wll W completed in Me smog d Md 7, as unique composed! in Me same somal or summer. Soil dismmng advices con include: DemollUm Mf Ma misting structures, iraollabm da rent entraps limn. Llyanng ard gabbing.Imok Wgrdd,M•aminetzed W silt samingprivate utusyam funding etct),the Inslaing a dein forceand tree pence pram er gaming. adi ig Museum W silt fence around toe pmpaed ponding areas alar Me gaming a canoed, peding, now, Ernsng lblakeail. and also be resyador will calipers X of seeding antl who all deluded mareasputamdtheshed row_ Savior blanket call also en installed mal 3:1 slopes or greater. Pddmanal erosm banker may W used Mmugnoit Me site See the Erosm 8 Sediment Cmbd tam for apenfiL locations. 3. Temmary End ft n Prevention Practices Deal Woes d a.im payentm BMPo e_t¢eCod m W impemmmxd Parameter Cmtrd shall be established around the like & around M, Was ofsmckples nal smGple all resin cages than W days. Perimay m1hol is lyplwny asoblished with silt len. coram also meinlbas oras ngl b W dimmed. Sin Fol. locams am shown m Me Goading A Ems. Control plans. WM1ere pasibb 5W WRers gall W maintained amuM surfaw waters & wetland. Dual perimey corms shall W installed M work e W oke pace whin SW dwdfa. waters & waaeds. Edon m blanket will W Insured on x13:1 slopes. During.unkz_m a. Stabilization W all expOLed ami4lnuat W innl8wd Immedi mly m limM1 mil ar.pn lid b rotes coy tlun seven (7) days fifer the coarea lm activity in Out prom d Mm ser bon lympaerlly or pernm nenty.asad. On. greelng a complete, ompxary eros. BMP. call beinsyed urnmidaeiy (ie wwdls, worm basket, dimh deka. elc). No lay tan seven (]) days, Me pfnnanent sobllzapm shwa W m moa.. It Tempomdy readimenl basin requirements described In Pan III .B.1-5 must W used fa co mmm dromi is lowbaa tat serve an area with five (5) a mare some disturbed at me bore. ibis poled is Wing conswded in t posse. Thei mmanent Cry sedime r balms mall W axaMrcwd first age all an sire tlreinage shall W mood m Me prods. The sea dies rad ave any cpn.nbated swa'im Mat call dirndy tladww oR-sIw Listener deet BMPDumnow • Sit Fems(Sefae Cmaaulm)- 3,030 LF • Sit Fen.(Ata Ometrucfion)-305 LF • Emam almost-1_DO SY Mellpds W dissipating relMcity along aaamvme mim,,j w cliental xuao • Rlprep will a used a all taleead onedaaW • Chack Dams-Inswllbpndd damsp~gmdewntmlpialwbmsumsaap wdpsventnlis(ysmes, grmor Man ]5lyer tach a graded 31 a steeper) Modena b be dead her stabilization d doth ad swabwood pormwers . BtoHoll sad be used for subllizam W diyree ad swam as slvwn on Me Emma CckM P'an. 3. Temporary Erosion Prevention Practices (mnbnftkl Home buildin,,MMPs 7. Pollution Protestantism Mawgement MeawAes DRAWING NICE NO BY DATE REVISIONS Singly family lots within Me overall site will be disturbed m a M by M basis as Me am sold & homes are IHEREBY MFtn" THAT THIS PLAN OR SPECFIg11pN Yml4 PREPARED BY ME(Nt UNI MY DIRECT S11P6tyBpNAND THAT I AMA WLY REGISTEpED PROFESSKINAL FNC•II®tlallBtTE lAwsOFTHEfRATEDFMINlESOTA Methods W W used to spry irlfitsam and sediment remazal m that spepbr to dislaya constructed. Hone wnstrulm shell demrb previwsly stabilized areas. Typically entire lore will W damrbetl prep ebremo d Deeliclom arbloidm Inaecacdm erbizwa Em_ linear CJI•miwl all lan�ope • The way quality volume Met must W shall by the project's pennarent slamwater management system as finish grading is completed. Areas not to be d imsed am tywplly designated by Me use d sin force, materials deaaibed m Pan III.C. sell W tl2 inch d mnoR from the new impervious surla.s cleated by tte prdied. Topsoil shall ba preserved by stockpiling with sediment conbq detrokl amuM Me peimater d VIe stmkple. - See Pan 111,C.2 bar more alternation m infilRatim design and appmnate site axd tions. nit is detemiried Individual lots under wnstmchim shall also Imran veride tracking measures such as rock entrance berm a • Producer - aitavwicles andegeip MetsitewnditmsamnorappropriateforiMiltration(ag. lack d 3 I d separator to sasmaliy salurefad otarnckingwntmlBMPtomainoindanstrww. Home Wlkbnehall W responsible formal 6aedimam mguoirum nendlWm Paryurproddrewire mainledanw b reeuw W Iakage. Peb m peducts will W in round water, proximity M bedrock, mnprnmeted soils Me reasons should he documented in the Stomwae g ry ) control installation, maintenance, SWPPP inspection and record keawry for low under MMIr wnstruclim. se ipavenotive su slond a s lig Y ry Y Man suWons usedsa cl q'a Soled et. aril l Clea labeled M as Pollution Plan (SWPPP) di Ma poject. Infiltration a not required Hydrologic Soil Group D gels. Dome Seark�LPE pm: 01-11-17 Lin No. OeM] will W applied according m the menufxmreh rewrnmortlaams. ! a W the able fNugM1pW the arta resulted in volume reduction being alieved vie filtration galls in than ($)rills throughout a Home tlot aWdion ores pm W. cre pral Pdulan lot area use d one or a combination d silt fence, mull, bimduck ugh use fon • Febbes: Fertilizers wills applied only in the minimum amothe as np.Imenexp Ey Mu W burfl In areas re entrance bean, sod buRers or other approved methal. In areas within SOfl of surface waters redundant menuwcmrer. Ono applied, Me wNlize will W cooked inm Ola soil b limit the expmoure to Timelines Steddtas for competing emionw tla imtamits controls installed if can not s Imintaifled. amrmway. ndpr Mbetting- l • Pnab Greding- Sitt and tree ferlmoblmaw Grading limits and ppdW loan yediem aeda.mLmtrol. gradient dSOIL own installdroinage protection on down grotlienlinow. drainage Rork Enance Bend ho W iwtabd. Establish staging I material storage area & Install temporary sanitary Facilities& supply dumpswvs • Poinm: NI cpnoines will W ughtly sealed ane amree sNror rad required for use. Exmoss paint will Prevent & manage spills of stored substances ort be discharged into Me storm sower system, but will W properly disposed d in accordance wnh • Gra; Qim- Emacnblanketwillbeutilizedma113:1sopes Biedls Bill Wlued in rear yartl stales. fill Install Rock entrance berm, maintain clean seeew local regulatiam, seed mix h250 will W sgead at a mw d 1 W lbs.lecre and wdblize with 20-0-10 a 1 W IW lane. Only Heng Cmstrulm poapxaua Ines fabllzeshall W used. Manage 8 protect stockpiles Practice for storage age disposal of hazaWre Internet ra toxic waste • Ubluty & $treat Work- Was todim m all seam sewer camhbasi a Week) sVea sweepin to Pio Y 9 prevent maintain rock entrance berm & perimeter WntrWs hazardous like oil, gasoline and paint must stored. To paver sells sed ofl-ails vehicle edpking. Howeverwakl sweeping y ng may not W edequao. Swerving l rmuired 24 hours bench, install& connect utilNas fly ry come is pessary hazardous m Ceram; Amos, secondary after di•wwry dtrenk M Continue vertical construction ut Ilk proof containment facility shall s used for moa storage woks to Prevent any leakage form commitment a rage Wa. Keep streew clean at all Vmm 8 maintain inlet protection Infiaati the ground • Permanent BMPs-SWimmt Ma ammWinswlmdatflaredendsecmnsdminirgim dgry and Fine grad pads, Upon mmpletim of fine grztle pads& home consWchm sole disWrWg acIddess. M eflprt will be made to stme only enough produce to do Me required lm. infnhaoon areas. Rip -rap b p code eovide energy dissipapm antl pevent edwm. ml lot shall W stabilized wM add, seed, mulch, hydrpmulch, hydroseed, straw dmMng or Cominsudkrl • M materials stored on site will be steed in a neat and assay manna. Mere of Monitor stabilized areas until final stabil¢a is achieved • NI products will W kept In Meir original container, with the original labels lIl seethed, unless May Additional Emsim Control Prevention Measures to s Impewnlyd m Sim Maintain clean streets am not re,se calm. • Erosion Bwnka-TTisblankawillbeinswlladasindiwtedon Mae maWs imentconbolplm. nwit Penmeer&temporary melon& sediment controls are to remain in place until an up grddient areas • Substances will not be mixed with one another unless recommenced by Me manufacturer padW slops protuclim omit Me mals mobliaM1ed. Fa reoining wallLmaMpnam MagWing centracmr will have been permanenMy stabilized. Whenever psasible all of a product will W used up belle deposing da comentr. install EnMlm blanket m Meompxary l: l slopes until area wen armbaam can be wnPlead. Post Conitylm • Menuwdurera' recanmeneations for poor dapaal will W formed. • Bio -ma - Bio lty will W installed in swage arms m hap sk]w rel antl midenze eosin_ Remove silt fence after once final veal stabilizatmrsmeblisted • Seeding RmbmWn-Tempmaryr9 anent Subllization(S iingand MulMirg)-Tenpomgs ingmd Remove inlet protection The site suparmandmtwill routinely inspect the site b snare paper, deposal Ball m sit nationals mull most be placed m all disturbed sol within 14 days, unless actively Wing waked m. al disturbed areas Remove all consbualm materials & debris from 6ily will W restored with 4'to 6- d topsoll. The rmtmapm shall begin whin n roam dMd grading wmwebm clean all drainage sWcwras WWba storage all d,a i dsolid waso in. p4m with Mim. R_M MIS Thesurd mix shall ba MNDot Mix No. 250 amlied at a mte of 1 W IWaae end fellizW wM 20-0-10 at a ram dlW by per ape. The mull shall his Type l and applied at a mw d2tore per ape. disc mchaed(wln Renave all temporary erosion& sediment control BMPs& stabilize areas let disturbed. Sold Waste - Alllimn all mrstructim dams from the, only will W Maden all deposited in disc blades set many straight) Immediady star placement. File NOT for individual y Moment A dumpay will W required for each new tome cdnstruded. The dum.wm Mull s • Sodi l Two types of sodding will ba donewith this project T W flet win W y amim mntrd pvwcbm y emppe l as nemmary. No consWlm materials shall be tuned m site. NI add w aloe W bastards. ate Mm deal of Ma curb and the minor utilitias ton mnRedor sill Tristan Mo rows deed 5. Permanent Stdmmvay Mattagam8nl $tebam diamsed din accordance it she MPGA total equ,.Its (Pad WF 1) W indthewrbyaynp gory mprotmtton. ThesecadtypedsedwilWytheyaasmmothe Ipuse cpriatruLTm a mnpye. Will lye pmlxt result in me acre w mead row im ardour areal -YES Management W pomade triers to prevent bmang and eased denary restos st ac.datwe with 4. TemporarySediment Control Fredlces Minn . -R. ch, 7W rc�as Model W sediment durcul BMPs m W Implement' m sale • The water QYdliy Vdame gletmWtWbated by 6m pOlaLys pamarwril5ymwdyfrlNlegwllerlt system = of a prory and septic wast shall adequately be provded Isd maimained alnalgllall • Me tlllmlm of Me Me • Sediment consols lir temporary or permanent drainage dndnas and sediment banns Met a Mushiest as Part of a tratment system • Installatm d check dams p eller grade control practice m mal Mast flow, old peYmt nlla(y a" lengths grater Man 75 fest with a great d3:1 a steeped. • Sediment wool prattle or all dawn gradient normal per to and meeting alvlker • Sorin dem inlet protection he all made • Sin fencing or ala sediment conbol Norduaing tamprery Mal socathe • Minimize vehicle tracking d sediments (ag., some leads. cavae a was, wash coda. a muivaaa steam) • Street sweeping d tracked sediment Methods to be used fm down gremlem peemote control • Silt Fence- are designed as a temporary sediment turner consisting d a fily all attadue m support post. This site has Spa appliwWns y silt Imo. These appkuMa areashollow 1 reinstallation esin for. along Me gretling Imiw to poled ata wetlands form sediment dump Mti grading and Miry construction process, 2. the mstallatim d silt fen. around Me created Porde add min Seminar all doo sbucum to control the am indent mnoR until ata and is established and Me development a compaed. 3. Me instalyam d silt con. sun.ndmg u mpoary smckpime rc down gradient BMPs am overladen (Eased m frequent failure orenwsvive maimmance), addimal up gmdientBMPoshall WInstalledmeliminate Mtiovedlwding. TainspectormLMntrectasWIIwaythed W eginee m atabllh appopiao up gradient BMPs aelindate any peal mad rpud ow Methods tope used to mn_ted Stockpile Sill yam will be used b provide WMW entre and W sbckpes. Methods b W sued y smrm min inlet Prolcpm • Som Draminlet Pmwctpn-Stem ronin inlst poledimlasediment baniar powe eauntlastrm sews inlet This strudum tor. sedimwt Whore it enters Me gym rower sysbad. The wlrty Iadaacbwll W required to instal mel potelm err Me Clys dawn$ • (.Leel Structure sand Outw PPfir¢dion There are wetlands located within&edlasntm Ma poolasa aftext colla stNCye4 ale prmds will i l serve to Water Flom mi g wel Mawr trabnenl ppdd m Mgw9awld after tre of ThesesPlovdeSwillserveteiby slamming and tele caihd. we nturopealnd the, Was ue of a soma to Provide erosion pmteclim OY proyting the dw150uartl arils hall mrouerw all M1gM1 tlisduge veboaas. MCCwes m minimize vehicle track ng at mnsM.CMI ev6 and sMea aweapm achMm • Tempore • Rmk Ca nMu i t n all - A mdr salience Mena is wnstrucod dcarse dean rink imtaled at the proposed entente point y all construclim vmida. Adetail rills ml entrama Meal a sh.n m ata fine gretling pin. The stone pad pondasatire cleaning rtgdmnlwnyallvlialW eanng Mm sit. Therawme entranwyMl prollct. Plow ser the EroamaSedeallGmhd Planmmappndmi animas Henn. • Stoat SWBeapng. We lyabBda ingshaIIWwk.plaw. Hoseverweaky swsepng mayMW adequaba. Swaepng a requimtl 241aurs ata discovery d bxA M MathpOs to W used to minimize.1 wdnpad. and preserve ad, soil ldmsa di isbla m as bipedal will re Lapped ad sbckpbaa: Gredirg a.rebms all W pehommtl ad ab spm O.s' b ammo y 1c�1 . described in Pad IILG, shall W me (1) inch d hall from tho new impervious surfaces sated by the NI random, sewer waste will be colu clad from ty pvwde units as requimtl by local mg.datms Project. Whom aio weditims Will at least 'A Inch d Me way gality.mlume must be infiltrated Sae Pan III .C.2 for more ltormatim m infilt2pm design and roommate, said conditions, If it a determined Via ser Sp11 p•vmpOn all Moanae for fusing and ewiPrrenl pr ra ads, nelemental conditions are not appopraofor idiltretim(ag. lack d 3 R d separation b seasmaly saturated ground Spill Canada we - .fa. proximity m bedrock. emtaminawd soul tees ns steal WOadlmmyl or gra Simmered Pollution Prevention Plan (SWPPP)y Mi Aped. Infimatm a not required l Hydrologic Soil Group At "its willbaclawd up immediaely after diamvey.larmdarm wnh Mm maMtllys .is • The 901 l1 eaamEBad will be kept well varpaotl. A copy dths Symons Marda,sannent Report a available through Me pea a enginswer upod eximest. • Spill. d toric or hazardous materials must W reported m Moe Mmma ota Duly Offices 1-0 422d7516. SWI baring and wader level map is deluded in the SMnwal Management Report. • A log d oar spill type, di data, and Mme call be pea. by the jl.perinydent. Traspit peventim plan wil W adjusted to include m ms b pew "d soil hoes remwwng. B. Inspection and Mainymnce AdivWs kMdymdnm1ual reapawibe ymetaling mpamangdrag repeeing, and rte swat pa.tim all sediment .rad BMPs m site Theorems. North Darks Company LLC, will W responsible y the operaWn and nwbtenaae due axion all sedimwa wnMo BMPs. He will soled individuals ono all W nespoWL4 yMe impamaa, mainlynan., ad repair alviWE, and for fila, out tW inspection acid maidwname nations. Rapp Farm HOA will opearae and maintain To, sbrd W ponds. The Manor sell keep Me SWPPP and all support ng documents for M rse yeah ate Me Noted Terminabm (NOT). Taledowmeneinclude.Wtareallimited W,the SWPPPN bw,anyanerdmerw.Inspa ad maintenance records, any atormway related perms, any Pemawnt M.reWn aed minimal agreshnore. and wlculatims for wmpriery and permanent smnnweler management sysema. Procedures to routinely Inspect Me coma ulm son, mduong. 1. Description W record-keeping requlrernmlVs and content Amainterance/enspectim myonwill be made aterml iaspectiun.Aw damreportwllWsatb Me Cly. 2. Frequency d Irapartpa Use every seven (7) date during ales mosbaAon all: Whin 24 boors after a midall event great' Man 0.5 inches in 24 Wes, and whin sevenp) days after tra 3 Amsm • That sin fade will mustaWd prior to any sow gnedr, • Wyabhe rare all dtasite willed in accordance l given one. Ted geeing paNaLmrwll sfinlMing I� ore the cow and Ml are alievee in accadanxW cath thp mPasd gredlg pee All wwim wnhd measuma call ba insper:led every week and follawng arty gyro event greaor aura 0.S m a 24 Mir td o. NI seam control meawms all W mailrwin9tl in gD]e working aes molwdaYe and nrkelrs call W i MIM up whin a 2411 be nape W to repo R. funds whli i al raeire will W eam. • Sola upe will le allbammoveetd adsltrenwwandasnWdrtl mebaadam waw M1aylt. f• ift renwts,and . if fyeepMplse. fint.w M quad, tum tabor laeaaeYaythed mea fenw poo, oda to tee t the fenmo paw» fimly in Ma or dept • That pmeandoved at M anfiltraporl area moi a Wkeded, yaepMdaediment sed Me Wld updmment aeardbaovedataremad Maaq ttnmesmry. • Theembankmener codMaenads and dfutrrsdeac Maam aemawit W madectedbary badrma erasion scars, ova wdowlm and any mwirs any banx con W pmmpY mane. • The aaaeinq oda mulling tau Winapected year bareaww. wa5hww,and! for healthy gmwlM1. Containment and disposal W vehicle_and equipment wash toolbar and pphidMg shall Eepmeingm Me site • A mined and limiad area d the eiw sale used for weere) washing dwriathaWn vhasse Washing runoff shall be common! and disposed d in a mndarl. wM MI No ergine degreasing allowed m-ste. Storage and Me d convate and other washout wastes w Mat warms do net coned am grave: A Irak proof containment facility shall be used for an laud all mid wastes gmleabad bymnala washwt optimums. Liquid and solid wastes shall ndrmu mmtadvnth Megraadsrd mel be disposed of in accordance cath the MPGA- Procedures PGA 7. Firer Sbblzeadn Mesad d Feat Stabilization Upon final grading d any grvx ppram rice sio final aobitrzapon must W imparrreMedwglb 1! date d Completion a. Stabilization d all exposed areas most be meed lmmedaw'y to limit sal er.m but th corse lay than seven (7) date after the cpoaMulm alny in tut portion of erg site hon as Poen y W pemwr•ntly.esed. On. final is compete, lempaary show. BMPs small beiriaalai numemit, (m. Moroi, market blanket. ditch lenka, etc). No lay tan seven (])days, ala pshmanenl stablizaWn shwld Win paw. b. Temporary sedimml basin mquiremore daslWd In Pat III B 1-5 must W deal for common dmnago locations Vat sem an area wM fire (5) or more some disturbed at pre tore. Toric and all is sing acne, sod In ho pus•. to pers The dry aedimem basins sale a mist! leo first and a onsited ly dec sail W roubad to Mie ponds. TW site door M ata my con.nWy awaea the tau airealy aadadge ort,site Procedures for completing final swbbzaMl: • Fina soElincludas Wt is not Ilmlwd b: seed a mall a daslbed chew, E�m banks, inspects, add. and after greong sin fano. al penngy tb dem gredvrt sin fpdw Loll W Inspected and repairae as necessary. Mora, to be used 4 Derm silo ms eme, l required t site condiuft,n a needed erosion or sediment control BMP Mal a orayataunor lowlands b W used y dissolution apps ousels as t Nmd , moor • Overal g shall be muted to Me sedimentation panda for traoam before laving ser. Sae Emsipn Contrd cpntr sell c Wd the design wginew at S Mre Bwgquist Inc. (0524)6 6nm) bMlmMm m app W RpHert WII W aced a flaretl.m structures for orergy diaslpaam. Sea cam y quantum. own W direction w Dewayng rneaiod5. plan all BMP to cowlize Mm afftiLam am. DRAWING NICE NO BY DATE REVISIONS USE (INCLUDING THIS PRODUCT IS ole CONYErAITH6 INFORAenON)DF THIS PROWCT IS STRCTLY PROHIBITED WITHOUT yIiHREaERGDUIST, INL.'a EXPRESS WRITTEN AInHORgATgN USE WRHd1i MID AUTHORQUkT10NCONSTITUTESANILLEcm1MTEl1SEAlDSHAtLTHEREBY IHEREBY MFtn" THAT THIS PLAN OR SPECFIg11pN Yml4 PREPARED BY ME(Nt UNI MY DIRECT S11P6tyBpNAND THAT I AMA WLY REGISTEpED PROFESSKINAL FNC•II®tlallBtTE lAwsOFTHEfRATEDFMINlESOTA *0151 cogw t � � SATHRE-BERGQUIST, INC. CIIY PAIAFI:TIp. SWPPP FILE NO. 236W601 EKLO W mg1m6 W REVGIONS W ISEDEUSE DRAWNBY % MM %/tat6 REVISED EASEMENTS M Use W MOM 0111Mta REVISEDSHEE3 CHECIf®Bt W OLS notem WATERSHED REVISIONS INDEMNIFYSATHRE9 GQUIST, INC OFNLREBPOIZSBILT' 6ATHRE-BERGIX116T. INc. RFS WSTHERIGHTroHdDANYILLE Mm M USER OR PMW LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILtE(ATIMAMUSE . kkkkkk� .// ry/9r "L "� w +- +6D SOUTM BRDAOWAr wAYlATA Ml. asi11H4)4]6®00 i aka •r se' HAN HASSEN MINNESOTA ARBOR GLEN ARBOR GLEN CHANHASSEN, LLC r pLR to 'MOM 0]l1We GRAOINGREVSIONS DATE 1 WATERSHEDOISTUCTREV Dome Seark�LPE pm: 01-11-17 Lin No. OeM] oar 5 Fiko- AN AL Ri C Lj pzo I�J w�r'RSUPPc�, C.S.A.H NO. 18 (LYMAN BLVD.) A 150 15 30 JW �� SOME IN FEET WARNING HIGH PRESSURE PIPELINE EXcavallon and/or Consbunlion PnNlibit Wi6wut compliance Willa Slate One -Call, AND WiBwut Wntlen Permission Flom MAGELLAN PIPELINE, L.P. I. A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINE(S) 6o A,..� P5 B m 50 too DGSTINGUTILITIESSHOWNp SHOY/NINANAI*R0)QWTEWAYONLY.]HE CONTRM,TORSHMLCE]FfUAINETHEE%NT LO TpNOFANYMDMLE ISTINGUTLITIESSEFORECOMMENCINGWORN =C MINEFEET HEMaPEFSTOBEFULLY FOR ANY AND ML DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND RiES3NE ANY MID ALL MSnW UTILRIES DRAWING NANE NO. BY DATE REVISIONS USE (INCLUOINGFORTING,DUCTI ST A -Y. HONVEYMCE OF INFOR1MTpN)OF THIS PRODUCT IS $TRICTLY PHOIISITm WIilgUi SAID AUTHOriVi.T�ON CANSTE IINTEEBMILLEGIITIMA USEMOSHALL TH6tl�Y IHEREBY CMTI YTHAT THIS PLM M9 IFICAT WAS PREPARED RBY WEGIS DIWCT U A1Q TMATI aWS OF ESTATE X IAN0NFE5510NK ENGINEER UNDER THE Ea5 y `�E k 0 .�`. SATHRE-B_ERGQN I INC. CITYWR CTNO. — TURN RADIUS PLAN FILE NO 23605L01 Btu 06 Dl5 05'10/16 W REVISIONG CRA WREAK N� �AUIN W WIJ 0]/19/16 REVISEDSHEETS clleclrEn ar m DLs 6]zuis -WATERSHED AETnsa9s INDEMNIFYSATHRE-0ERGDUIST.INCOFAILRE6RON WLITY - -A. MN HANHASSEN ARBOR GLEN T1 MOM SATHRERGQLIST,INCNF RESERVESTHE RIGHTIAMIOMYIl1EGfl11MTE ,. 160 souTH ersDADwnY WAWA I SR781 rysslammoo II W1WI6 usFa CR PARTY LEGMLY RESPONSBLE FOR DAw�cEs oR LossES REsuLnNcDATE FRDMaLEGinMATEusE S �]. {: W + =Fqs 'MINNESOTA ARBOR GLEN CHANHASSEN, LLC T1 Wq�TERSHED�D9RCT REV _.-rt1re91s. o„ WOWS FINMPLANWaNn7& obLP.e] w M10] o,.+ RECEIVED FEB 17 20`17 PUBLIC WATER SUPPLY CITY OF C HANHASSE N Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow Oil 4113117 aL 11113 1 TO: Todd Gerhardt, City Manager FROM: Stephanie Smith, Project Engineer Bob Generous, Senior Planner DATE: July 24, 2017 J ., SUBJ: Arbor Glen Final Plat, Development Contract, and Plans & Specifications — Planning Case #2015-16 PROPOSED MOTION "The Chanhassen City Council approves: 1. The final plat for Arbor Glen subject to the conditions of the staff report; 2. The development contract for Arbor Glen; and 3. The plans and specifications for Arbor Glen Approval requires a simple majority vote of City Council. PROPOSAL SUMMARY The applicants, Arbor Glen Chanhassen, LLC and Gianetti Properties, LLC, are requesting final plat approval to create 18 lots and five outlots for the property located at the southwest corner of State Highway 101 and Lyman Boulevard. BACKGROUND On July 11, 2016, the Chanhassen City Council approved the following: Rezoning of the Arbor Glen property from Agricultural Estate District, A-2, to Planned Unit Development — Residential, PUD -R; Conditional Use Permit for development in the Bluff Creek Corridor; and Preliminary Plat for Arbor Glen for a 21 lot subdivision with a Variance from the western perimeter setback. PH 952.227.1100 • www 6chanhassen.mn.us • FX952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 24, 2017 Page 2 SUBDIVISION REVIEW The applicant is creating 18 lots and five outlots for the development of a detached townhouse residential subdivision. The applicant is reducing the number of lots from what was preliminarily approved (2 1) to reduce impervious surfaces, meet Watershed wetland buffer requirements and reduce infrastructure costs for the project. The applicant is proposing a planned unit development on an approximate 8.5 -acre parcel. Approximately 3.24 acres of the property is encumbered by a high-quality wetland and its buffer that is listed on the MN DNR Public Waters Inventory, which will be dedicated to the city. The land is zoned Planned Unit Development — Residential, PUD - R, and is guided Residential Low Density with a density of 1.2 to 4 lots per acre. The applicant is proposing 18 single-family residences as cottage or detached townhouse type units on the net 5.25 acres for a density of 3.43 units per acre. The access will be provided by extending Crossroads Boulevard into a private cul-de-sac across Lyman Boulevard. The property lies within the Bluff Creek Overlay District and the applicant is proposing to grade within the primary zone. RIGHT-OF-WAY AND EASEMENTS Right-of-way is dedicated along the northern and eastern portion of the property for Lyman Boulevard and Highway 101. A pipeline easement is dedicated to Williams Pipe Line Company, LLC for the high-pressure pipeline located across the northern part of the property. The applicant is showing proposed grading within the William Brothers Pipeline Easement. The applicant must obtain the required permitting prior to grading within the easement. The plat proposes to grant drainage and utility easements over Outlots B-E. The drainage and utility easements are shown in the plat around the perimeter of each lot as well as locations of public utilities. A larger backyard easement is required for Lots 2 and 3 to include the drainage way through the back of those parcels. A larger D&U easement is required on Lot 1 for a 1:1 minimum (1.5:1 preferred) excavation area for the proposed watermain. Encroachment agreements are required for any retaining walls located within a drainage and utility easement prior to construction of the walls. GRADING Drainage Per City Code § 18-600), the grading plan must be revised to include the house pads and driveway locations, so staff can evaluate the driveway design and determine that the grading will send water away from all structures. If house plans are not known, then a 60'x 60' building pad and 30 -foot access driveway shall be used. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 24, 2017 Page 3 Per City Code §20-481(e) (1), the lowest floor elevation must be a minimum of three feet above the highest known groundwater elevation. The soil boring, B1, found groundwater at elevation 914, but this water may be perched water rather than a stable groundwater elevation. Staff is concerned that Lots 6, 7, 12 and 13 have a full basement or lookout -style home that would put the lowest floor elevation at or slightly below the water elevation found at soil boring B 1. If water is encountered at any lot during construction, the low floor elevations of these proposed homes must be revised to comply with a three-foot separation from groundwater. This shall be coordinated with the Building Official. Graded slopes shall not exceed a 3:1 ratio. The grading of Lots 1, 2 and 3 channels the drainage at the back of the lot and sends the flow toward a catchbasin located on the property line of Lot 3 and Lot 4. The applicant shall install draintile on Lots 2 and 3 and dedicate a drainage and utility easement over that drainageway as it is serving multiple lots. 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 Surface Water Pollution Prevention Plan (SWPPP) and submitted it to the city for approval prior to final plat review and approval. The SWPPP must be updated to include additional required information after the contractor and subcontractors are selected. No earth disturbing activities may occur until the SWPPP is updated with all required information. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements as listed in Parts III and IV of the permit. The city has a checklist which they will make available to the consulting engineer. The erosion control plan shall be revised to show perimeter control around the stormwater pond until final stabilization. The plan shall note that erosion controls matting adjacent to the DNR Public Water be without netting to avoid trapping wildlife. SITE CONSTRAINTS Wetland Protection There is a large wetland on the property. This is the type 1 and type 3 fringe of a much larger type 5 wetland that extends south and west through city property towards Powers Boulevard. This wetland was delineated by Bopray Environmental on April 23, 2015. This wetland includes the Bluff Creek Overlay District primary zone. The proposed buffer shown on the plan is in Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 24, 2017 Page 4 compliance with the Riley, Purgatory, Bluff Creek Watershed District requirements, which exceed those required by the city. The provided plan avoids any wetland fill or excavation based upon the submitted boundary. This wetland is classified as a manage 1 wetland according to the city's wetland protection plan. A manage 1 wetland requires a 25 -foot permanent buffer established and maintained with native vegetation. A 30 -foot setback from that buffer edge is required for all structures. The Riley Purgatory Bluff Creek Watershed District Rules were adopted in October of 2014 and went into effect in January of this year. The district requires an average buffer of 60 feet with a minimum buffer width of 30 feet. The district does allow ponds within the buffer area provided they maintain the minimum buffer width. Bluff Protection There are no bluffs on the property. There are areas with steep slopes and consideration should be given to these in the design of drainage and the placement of erosion prevention and sediment control practices. Shoreland Management The property lies beyond the shoreland overlay district for Lake Riley. As such, it will not be subject to shoreland requirements for land development. However, it does contain a DNR Public Water as indicated on the Carver County Public Waters Inventory map. Floodplain Overlay This property does not lie with a floodplain. RETAINING WALLS The applicant proposes a retaining Wall A along the western property line that will wrap around the southern edge of Lots 16, 17 and 18. This wall is approximately 415 feet long, with a height of 7 feet along the western property line and a height of 8 feet along the south. Wall A shall be owned and maintained by the HOA. The Emergency Overflow (EOF) between Lots 15 and 16 shall be directed away from Wall A. Staff recommends adjusting the low point of the street to between Lots 14 and 15. The grading plan for Lot 18 shows a 3:1 slope from the building pad to the edge of the property. This is likely to be problematic for the future homeowner's use of their yard and construction of a future patio. It is likely that additional retaining walls will be constructed on this lot. Retaining walls on Lot 18 cannot be constructed in a proximity to Wall A that would affect that structure unless the design is signed by a structural engineer licensed in the State of MN and takes the Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 24, 2017 Page 5 effect on Wall A into account for the design. Staff recommends the applicant revise the grading design to create a level portion of the yard for Lot 18. Wall B is proposed near the proposed trail extension along Highway 101 and connecting to the retaining wall constructed with the Foxwood development to the south. Wall B is approximately 250 feet long and 6 feet tall. Top and bottom wall elevations shall be added to the grading plan. This wall shall be a distance of 3 feet preferred (20" minimum) from the trail. The city will own and maintain Wall B as it is constructed to support the earth and grading for the public trail along State Highway 101. \ �! 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M4R6 . . ..� A fence is required at any location where a wall is greater than 6 feet tall and within 10 of Crossroads Court or the public trail system. Fence shall be no closer than 3 feet preferred (20" Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 24, 2017 Page 6 minimum) from the trail. If preferred horizontal clearance cannot be achieved, warning signage on the trail is required. STREETS The applicant proposes construction of a private cul-de-sac named Crossroads Court. It is 24 feet wide and approximately 690 -foot long. Crossroad Court uses the existing access off of Lyman Boulevard and the plan set shows the removal of the existing access off State Highway 101. The profile of this street shows two changes of grade without the vertical curves that are required by City Code. The applicant's engineer shall work with city staff to either remove these grade changes or incorporate vertical curves into the profile. The horizontal alignment of Crossroads Court includes a 60 -foot radius curve. This radius does not meet requirements for a 30 mph roadway without superelevation per the MnDOT Roadway Design Manual. The applicant shall submit documentation for the design speed used for Crossroads Court and the anticipated signed speed. Speed signage for this curve shall be required. This private street will be owned and maintained by a Homeowners Association. A street light is required at the intersection of Lyman Boulevard and Crossroads Court. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. DRIVEWAYS, SIDEWALKS AND TRAILS The grading plan shall be revised to show driveway locations, or if house plans are unknown show a 30 -foot wide driveway access. The plan does not show the driveways, but does note the slopes for the driveways. The Lot 15 driveway slope is 10.4% and shall be revised. Driveway slopes shall be no greater than 10%. All driveways shall follow City Code §20-1122. The applicant shall construct a trail on the west side of TH 101, which shall be owned and maintained by the city. A retaining wall, Wall B, will be constructed in conjunction with the trail to support the grading needed for trail construction. The city will own and maintain Wall B. A fence is required at any location where a wall is greater than 6 feet tall and within 10 of Crossroads Court or the public trail system. Fence shall be no closer than 3 feet preferred (20" minimum) from the trail. If preferred horizontal clearance cannot be achieved, warning signage on the trail is required. The applicant's engineer's estimate for the cost associated with the trail construction is $82,778.23 to be paid by the city. A Limited Use Permit is required for the trail and retaining will within MnDOT right-of-way. The applicant has been working with city staff on the LUP application. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 24, 2017 Page 7 A 5 -foot sidewalk is proposed to connect the development to the proposed State Highway 101 trail. The grading plan shows a 10% slope on the sidewalk. The applicant shall revise the grading plan or the sidewalk alignment to reduce the slope to meet ADA requirements. Pedestrian ramps to be installed as part of this project shall follow the MnDOT standard details for pedestrian ramp construction. SANITARY SEWER AND WATERMAIN Sanitary Sewer The applicant proposes to connect to the city sanitary system by tapping into an existing manhole located on the northwest part of the parcel at the access to Lyman Boulevard. This connection is at a depth that allows gravity sanitary sewer access to all the proposed lots on this development. The minimum sanitary sewer grade that the city will accept is 0.40%; therefore, setting the design grade to this minimum is not advisable. The plan must have a design grade that the developer and engineer are confident that the construction process will achieve the minimum of 0.40%. If the grade is flatter than 0.40% at the time acceptance is requested, the city will require the sanitary sewer be excavated and reconstructed to meet the grade requirement. Staff recommends use of 0.50% minimum design grade. The sanitary sewer main on site will be 8 -inch PVC and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. The applicant shall revise their sanitary sewer plan to minimize the number of structures by eliminating MH#1 and adjusting the location of MH#2. The location of MHO shall be adjusted to reduce the spacing between MHO and MH#4 for ease of maintenance. The proposed sanitary sewer shall become city -owned after construction and acceptance by the City Council. Water Main The developer shall connect to an existing watermain stub on the property near the Lyman Boulevard access and loop their water through a connection to the 12" existing watermain along State Highway 101. The 8 -inch watermain pipe plans shall be revised to call out C900 as the pipe material and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. The proposed water main shall become city -owned after construction and acceptance by the City Council. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 24, 2017 Page 8 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." The applicant shall meet the minimum requirements for stormwater set forth in City Code §9 -VII and requirements of the Riley - Purgatory -Bluff Creek Watershed District. The city's consultant, WSB Engineering, has reviewed the stormwater plans submitted May 23, 2017. Based on the submittal, the applicant's design meets the requirements for volume control, rate control and water quality. Storm Water Utility Connection Charges These fees can be credited up to 50% if the design has a reasonable expectation of achieving abstraction of the first 1.1 inches of runoff from all proposed hardcover on the site. The wetland and buffer and upland area put into the outlot will be removed from the assessed property. This fee and credits are calculated as shown in the table below. The SWMP Fee is $42,500.80. The SWMP Credit given for meeting the 1.1" volume abstraction is $10,625.46. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat is $31,875.34. ASSESSMENTS Water and sewer partial hook-ups are due at the time of final plat. For 18 units, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. AREA FEE ACRE ACRES FEE SURFACE for 1.1" REMOVAL VOLUME WATER GROSS AREA $8,080 8.5 $ 68 680.00 DEVELOPMENT OUTLOT E - Wetland and Buffer $8,080 -3.24 $ 26,179.20 FEE NET AREA 6,189 5.26 $ 42.500.80 The SWMP Fee is $42,500.80. The SWMP Credit given for meeting the 1.1" volume abstraction is $10,625.46. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat is $31,875.34. ASSESSMENTS Water and sewer partial hook-ups are due at the time of final plat. For 18 units, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. VOLUME VOLUME%of l.l" SURFACE for 1.1" REMOVAL VOLUME ITEM ABSTRACTION PROVIDED REMOVED CREDIT CREDITWATER Infiltration 6,189 6189.15 100% $ 10,625.46 The SWMP Fee is $42,500.80. The SWMP Credit given for meeting the 1.1" volume abstraction is $10,625.46. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat is $31,875.34. ASSESSMENTS Water and sewer partial hook-ups are due at the time of final plat. For 18 units, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 24, 2017 Page 9 LANDSCAPING A total of 58 overstory trees shall be included in the planting plan in addition to the required conifer and understory selections. An additional 10 overstory trees are to be added to the landscape plan dated 6-3-15 and revised 4/20/17. The applicant will submit a revised landscape. MISCELLANEOUS The intersection of Highway 101 and Lyman Boulevard is a key gateway and crossroad in the ° community. The city is requiring thatAWWrFrr 1 development at the corners provide a gatewayI treatment of fencing. The developer shall install a gateway element similar to that at Southwest Village which includes decorative fencing and landscaping. Additionally, the development plans show an entrance monument in Outlot A. This monument, as shown, does not comply with city code requirements. Monument signs must be a minimum of 10 feet from the property line and outside of the pipeline easement. A separate sign permit application and review is required prior to the installation of such signage. (staff report continued on next page) Todd Gerhardt Arbor Glen - Planning Case 2015-16 July 24, 2017 Page 10 COMPLIANCE TABLE Lot 18 - 20 foot perimeter setback Setbacks: front -25 -ft. to curb, side street -10 -ft., rear -0 -ft., wetland buffer -20 ft., buffer setback - 30 ft. Hard Cover: Maximum 2,942 square feet per lot a. Setbacks Area (sq. ft.) Width (ft. Depth ft. Hard Cover Max. sq. ft. Notes Code 5,000 50 100 2,942 L 1, Bl 7,143 66 109 2,942 Corner lot L 2, B 1 6,393 56 115 2,942 L 3, B 1 6,656 54 119 2,942 L 4, B 1 6,603 54 122 2,942 L 5, B 1 6,604 54 1 122 2,942 L 6, B 1 6,603 54 122 2,942 L 7, B 1 6,603 54 122 2,942 L8, B 1 6,300 54 116 2,942 L 9, B 1 13,447 97 137 2,942 Eastern Perimeter L10, B 1 13,597 98 141 2,942 Eastern Perimeter L11, B 1 6,830 57 125 2,942 L12, B 1 6,411 54 113 2,942 L13, B 1 6,053 54 112 2,942 L14, B 1 5,976 54 111 2,942 L 15 B 1 6,323 57 111 2,942 L16, B 1 6,277 57 110 2,942 Wetland 1,17, 13 1 5,572 54 103 2,942 Wetland L18, B 1 9,962 90 113 2,942 Wetland, Western perimeter 20 foot setback Outlot A 2,441 Entrance Monument (0.06 acres Outlot B 34,787 Green Space/ Pipeline Easement 0.8 acres Outlot C 29,047 Private Street 0.67 acres Outlot D 29,047 Storm water pond/infiltration 0.67 acres Outlot E 140,942 Wetland and buffer 3.24 acres Total 369,617 8.49 acres Lot 18 - 20 foot perimeter setback Setbacks: front -25 -ft. to curb, side street -10 -ft., rear -0 -ft., wetland buffer -20 ft., buffer setback - 30 ft. Hard Cover: Maximum 2,942 square feet per lot a. Setbacks Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 24, 2017 Page 11 The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. #Western Perimeter is 20 Feet * The entire development, including the private street and outlots, may not exceed 25 percent hard coverage. DEVELOPMENT CONTRACT The attached development contract incorporates the conditions of approval for the final plat and construction plans and specifications. A $771,021.41 financial security is required to guarantee compliance with the terms of the development contract relating to site grading, erosion control, the installation of public utilities, private stormwater systems, one-year of public street light operating costs, engineering, surveying, inspection, landscaping and topsoil. The cash fees for this project total $213,482.72. 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: Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. *This condition still applies. Standards Highway 101 and Lyman Blvd. 50 feet Perimeter Project Lot Lines 50 feet# Gas Pipeline 20 feet from easement Front - Interior private street 25 feet to curb; side yard (street) 10 feet to curb Side Lot Line 6 feet Hard Surface Coverage Maximum 2,942 square feet per lot Wetland: Buffer and buffer setback 20 feet and 30 feet Bluff Creek Primary zone boundary 40 feet Building Height 35 feet #Western Perimeter is 20 Feet * The entire development, including the private street and outlots, may not exceed 25 percent hard coverage. DEVELOPMENT CONTRACT The attached development contract incorporates the conditions of approval for the final plat and construction plans and specifications. A $771,021.41 financial security is required to guarantee compliance with the terms of the development contract relating to site grading, erosion control, the installation of public utilities, private stormwater systems, one-year of public street light operating costs, engineering, surveying, inspection, landscaping and topsoil. The cash fees for this project total $213,482.72. 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: Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. *This condition still applies. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 24, 2017 Page 12 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. *Thus 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. Engineering: 1. There is an existing field entrance (curb cut) on 101. The curb cut shall be removed since access will be from CSAH 18. *This condition has been met. 2. The drainage along the corridor right-of-way should remain in a similar flow direction. It appears from the contours that with the building of the berm there may be an area that does not drain. *This condition has been met. 3. Any grading or other work within the road right-of-way will require a permit from Carver County. *This condition still applies. 4. The city shall require a drainage and utility easement to be granted over Outlot A. *This condition no longer applies. 5. A 10 -foot easement is required on the rear lot lines of Lots 1 through 9, Block 3. *This condition shall be modified as follows: A 10 -foot easement is required on the rear lot lines of Lots 1 dffeugh 910 -18, Block 31. 6. The topography must show 100 feet beyond the property boundary to the west, including the first floor elevation of the building on the adjacent lot. *This condition has been met. 7. The grading plan must be revised to include the house pads and driveway locations. This condition shall be modified as follows: The grading plan must be revised to include the house pads and driveway locations, or if house plans are unknown show a 30 -foot wide driveway access prior to grading. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 24, 2017 Page 13 8. The low floor elevations of these proposed homes must be revised to comply with a three-foot separation from groundwater encountered during construction. This condition shall be modified as follows: The low Reer elevatiens of these prepesed hemes If water is encountered at any lot during construction, the low floor elevations of these proposed homes must be revised to comply with a three-foot separation from groundwater . This shall be coordinated with the Building Official. 9. The lowest building openings of Lots 5 and 6, Block 3 must be adjusted to a minimum of one foot above the emergency overflow (EOF) elevation or the EOF must be relocated. *Thus condition no longer applies. 10. A standard lot benching detail shall be included in the plan set. *This condition has been met. 11. The grading plan must be revised at the back of Lot 5, Block 2, between Lots 2 and 3, Block 3 and between the retaining walls to be no greater than 3:1. This condition shall be modified as follows: b k F Let ff Bleek 7e between Lets 2 and Ze ..Bleek 4 and between the etaif :«......,11.. to be no greaterthan Graded slopes shall not exceed 3:1 ratio. 12. The Surface Water Pollution Prevention Plan with all elements required by the NPDES Construction Permit shall be prepared and supplied to the city for approval with the final plat and prior to any earth -disturbing activities. *This condition still applies. 13. Proof of the NPDES Construction Permit having been procured by the applicant shall be supplied to the city prior to any earth -disturbing activities. *This condition still applies. 14. The entire buffer area shall be placed into Outlot C and the outlot shall be dedicated to the city. *This condition shall be modified as follows: The entire buffeF afea shall be ploeed into Outlot E C; and the euHet shall be dedicated to the city. 15. The trident underground storage and filtration system shall be located in a separate outlot from Outlot C. *This condition no longer applies. 16. A detailed planting schedule, including types and size of plants if plugs are to be used or the seed composition, source and application rate and method if the area is to be seeded, must be provided to the city for review and approval before final plat. Yellow tags for the plant source must be provided to the city. The plants shall be native and free of neonicotinoids. *This condition still applies. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 24, 2017 Page 14 17. A detailed maintenance schedule for establishment of vegetation within the primary zone and buffer shall be provided to the city before final plat. *This condition still applies. 18. The soils within the buffer area shall be prepared by ripping to a depth of 12 inches to loosen them and shall meet MnDOT Specification 3877-3 for Sandy Clay Loam Topsoil Borrow. *This condition still applies. 19. All residential lots shall have a minimum of six inches of topsoil meeting the specifications for MnDOT Specification 3877-1 for Common Topsoil Borrow placed on all areas to be seeded or sodded. *This condition still applies. 20. Monuments indicating the Bluff Creek Overlay District shall be placed at every other property corner and at an angle of deflection greater than seven percent, but in no case shall they be greater than 150 feet apart. The signs shall be installed immediately subsequent to completion of final grade below the wall and before any building permits are issued for Lots 2 through 11, Block 3. The plans shall be changed to reflect this requirement before final plat. *This condition still applies. 21. Retaining walls shall be owned and maintained by a Homeowners Association (HOA). The plan set shall call out the material for these retaining walls. *This condition still applies. 22. Walls over six feet tall (Wall B) shall not be boulder walls. Tiered boulder walls with a combined total height greater than six feet tall must have adequate spacing between such that they do not structurally impact one another. *This condition has been met. 23. The vegetation between tiered walls shall be low or no maintenance. *This condition no longer applies. 24. The emergency overflow (EOF) between Lots 5 and 6, Block 3 flows towards Wall A and Wall B. Staff will work with the engineer designing the stormwater system and the structural engineer designing the walls regarding conveyance of the water or relocation of this EOF. *This condition shall be modified as follows: Lets 5 and 6 Bleek 3 flews t,....e&ds Wall n end Wall n Staff -will ...,.-if wi& the r-egeWing eefiveyanee of the .....ter or _eleea4ien of this EOF. The Emergency Overflow (EOF) between Lots 15 and 16 shall be directed away from Wall A. Staff recommends adjusting the low point of the street to between Lots 14 and 15. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 24, 2017 Page 15 25. A vertical curve is required for the transition between +3.14% and -1.57% grade on the South Private Drive. *This condition shall be modified as follows: A vertical curve is required at €efthe transitions between street ".' A0' and 1.57% grades on Crossroads Court the Seu4h Divgtp, Pfivp.. The applicant's engineer shall work with city staff to either remove these grade changes or incorporate vertical curves into the profile. 26. The curve and line table for the horizontal alignments of all streets must be revised to be consistent with the plan sheets. *This condition has been met. 27. The specifications for this project must be revised to match the current City of Chanhassen Standard Specifications and Detail Plates and the proposed plan set, including but not limited to the pavement design. *This condition has been met. 28. The applicant's engineer shall submit documentation for the design speed selection and show turning movements in the plan set to demonstrate that larger vehicles will be able to navigate the roadway curvature. *This condition shall be modified as follows: The horizontal alignment of Crossroads Court includes a 60 -foot radius curve. The applicant's engineer shall submit documentation for the design speed selection and show turning movements in the plan set to demonstrate that larger vehicles will be able to navigate the roadway curvature. Speed signage for this curve shall be required prior to construction. 29. The applicant must obtain permits from Carver County for construction of an access and all other work in their right-of-way. They must also comply with the comments received from the Carver County Engineering Office. *This condition still applies. 30. An ADA -compliant pedestrian ramp shall be constructed where the trail intersects Lyman Boulevard. *This condition has been met. 31. The City of Chanhassen Standard Detail Plates for pedestrian ramps shall be added to the plan set. *This condition has been met. 32. The applicant must obtain a permit for any work in the MnDOT right-of-way. *This condition still applies. 33. Profile grades shall be shown for the sidewalk and bituminous trail. *This condition has been met. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 24, 2017 Page 16 34. The plan must have a design grade that developer and engineer are confident that the construction process will achieve the minimum of 0.40%. If the grade is flatter than 0.40% at the time eacceptance is requested, the city will require the sanitary sewer be excavated and reconstructed to meet the grade requirement. Staff recommends use of 0.50% minimum design grade. *This condition still applies. 35. The 8 -inch watermain pipe plans shall be revised to call out C900 as the pipe material and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. *This condition still applies. 36. The watermain connection to Highway 101 shall be relocated away from the stormwater infiltration system. *This condition no longer applies. 37. The proposed sanitary sewer and water main shall become city -owned after construction and acceptance by the city council. *This condition still applies. 38. The applicant must meet the storm water management standards prescribed in Section 19- 144 of city code which incorporates the NPDES construction permit by reference. This requires a volume reduction of 1.0 inches of water quality volume from all new impervious surfaces or provide evidence that the site, in its entirety, meets the criteria by which infiltration is infeasible as discussed in the NPDES permits. If adequate evidence is provided that infiltration is found to be infeasible, then the applicant must evaluate other methods of abstraction. *This condition still applies. 39. The proposed storm water management system must meet the required reduction in total phosphorus and total suspended solids. *ibis condition still applies. 40. The stormwater catch basins inside the cul-de-sac bubble shall be relocated to the curb line and comply with the Chanhassen Standard Detail for cul-de-sacs. *This condition no longer applies. 41. A Homeowners Association (HOA) must be established that is responsible for the maintenance and operation of the trident system if it is approved. *This condition shall be modified as follows: A Homeowners Association (HOA) must be established that is responsible for the maintenance and operation of the #idemt water reuse system if it is approved. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 24, 2017 Page 17 42. The city -authored maintenance agreement for stormwater management facilities shall be revised accordingly, executed and recorded against the property. *This condition still applies. 43. The applicant shall develop an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. *'this condition still applies. 44. SWMP fees estimated to be $33,346.50 are due at the time of final plat. *This condition shall be modified as follows: SWMP fees estimated to be $31,875.34 $33,346.5 are due at the time of final plat. 45. The applicant is responsible for applying for, procuring approvals from and meeting the requirements of all other agencies with jurisdiction over the project including, but not limited to, the Minnesota Pollution Control Agency and the Riley -Purgatory -Bluff Creek Watershed District. *This condition still applies. 46. 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 shall be modified as follows: Water and sewer partial hookups are due at the time of final plat. For 18 units, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. The pa#ia4 heekup fees will be assessed at the fate in efleet at that tim-A. Based on review of the final plat submittal, staff recommends the following conditions be added: 1. Encroachment agreements are required for any retaining walls located within a drainage and utility easement prior to construction of the walls. 2. The applicant shall install draintile on Lots 2 and 3 and dedicate a drainage and utility easement over the backyard drainageway with the final plat. 3. Any draintile that crosses lot lines shall be owned and maintained by an HOA. 4. The erosion control plan shall be revised to show perimeter control around the stormwater pond until final stabilization. 5. The plan shall note that erosion controls matting adjacent to the DNR Public Water be without netting to avoid trapping wildlife. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 24, 2017 Page 18 6. Top and bottom wall elevations for Wall B shall be added to the grading plan prior to the start of construction. A fence is required at any location where a wall is greater than 6 feet tall and within 10 of Crossroads Court or the public trail system. Fence shall be no closer than 3 feet preferred (20" minimum) from the trail. If preferred horizontal clearance cannot be achieved, warning signage on the trail is required. This must be complete prior to the city's acceptance of the public trail. 8. A street light is required at the intersection of Lyman Boulevard and Crossroads Court. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. 9. The Lot 15 driveway slope is 10.4% and shall be revised prior to grading. Driveway slopes shall be no greater than 10%. 10. All driveways shall follow City Code §20-1122. 11. The grading plan shows a 10% slope on the sidewalk. The applicant shall revise the grading plan or the sidewalk alignment to reduce the slope to meet ADA requirements prior to construction. 12. The location of Sanitary M11#3 shall be adjusted to reduce the spacing between MH#3 and MH#4 for ease of maintenance prior to construction of the utilities. 13. The applicant shall verify that they have meet the minimum requirements for stormwater set forth in City Code §9 -VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District prior to grading on site. Environmental Resources: 1. A total of 18 additional overstory trees shall be planted throughout the development. The applicant will submit a revised landscape plan. *This condition has been met. 2. A wetland buffer restoration plan shall be included in the revised landscape plan. *This condition has been met. 3. The applicant shall submit a tree inventory and tree preservation calculations as required by ordinance prior to final plat review and approval. *This condition has been met. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 24, 2017 Page 19 Fire: 1. Providelmaintain three-foot clear space around fire hydrants. *This condition still applies. 2. The two private driveways will be required to have address signage which shall be submitted to the Chanhassen Building Official and Fire Marshal for review and approval. *This condition has been met. "Crossroads Court" is acceptable. 3. Relocate the proposed fire hydrant located by Lot 1, Block 2 to the property line between Lots 3 and 4, Block 2. *This condition has been met. 4. Prior to combustible home construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. *This condition still applies. 5. Street signs (temporary allowed) shall be installed prior to building permits being issued. The Fire Marshal must approve street signage. *This condition still applies. 6. Prior to combustible construction fire hydrants shall be made serviceable. *This condition still applies. Parks: 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication. *This condition still applies. 2. Construction of Great Plains Boulevard trail from the southwest intersection of Lyman Boulevard and Great Plains Boulevard traveling south for approximately 675 feet to the southern terminus of the property. The developer shall provide design, engineering, construction and testing services required of the Great Plains Boulevard trail. All construction documents, including material costs, shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of construction. The trail shall be 10 feet in width, surfaced with asphalt and constructed to meet all city specifications. The applicant shall be reimbursed by the city for the cost of the aggregate base, trail surfacing, and storm water systems utilized to construct the trail as well as for redesign of the plans if necessary. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation, design, engineering and testing services are not reimbursable expenses. *This condition shall be modified as follows: Construction of Great Plains Boulevard trail from the southwest intersection of Lyman Boulevard and Great Plains Boulevard Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 24, 2017 Page 20 traveling south for approximately 675 feet to the southern terminus of the property. The developer shall provide design, engineering, construction and testing services required of the Great Plains Boulevard trail. All construction documents, including material costs, shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of construction. The trail shall be 10 feet in width, surfaced with asphalt and constructed to meet all city specifications. The applicant shall be reimbursed by the city for the cost of the aggregate base, trail surfacing, retaining wall, fence and storm water systems utilized to construct the trail as well as for redesign of the plans if necessary. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation, design, engineering and testing services are not reimbursable expenses. Planning: The developer shall install a gateway element similar to that at Southwest Village which includes decorative fencing and landscaping. *This condition still applies. RECOMMENDATION Staff recommends approval of the final plat, development contract and plans and specifications prepared by Sathre-Berquist, dated 4/21/2017 for Arbor Glen subject to the following conditions: Building: 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. 5. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. Engineering: 1. Any grading or other work within the road right-of-way will require a permit from Carver County. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 24, 2017 Page 21 2. A 10 -foot casement is required on the rear lot lines of Lots 10 - 18, Block 1. 3. The grading plan must be revised to include the house pads and driveway locations, or if house plans are unknown show a 30 -foot wide driveway access prior to grading. 4. If water is encountered at any lot during construction, the low floor elevations of these proposed homes must be revised to comply with a three-foot separation from groundwater. This shall be coordinated with the Building Official. 5. Graded slopes shall not exceed 3:1 ratio. 6. The Surface Water Pollution Prevention Plan with all elements required by the NPDES Construction Permit shall be prepared and supplied to the city for approval with the final plat and prior to any earth -disturbing activities. 7. Proof of the NPDES Construction Permit having been procured by the applicant shall be supplied to the city prior to any earth -disturbing activities. 8. The Outlot E shall be dedicated to the city. 9. A detailed planting schedule, including types and size of plants if plugs are to be used or the seed composition, source and application rate and method if the area is to be seeded, must be provided to the city for review and approval before final plat. Yellow tags for the plant source must be provided to the city. The plants shall be native and free of neonicotinoids. 10. A detailed maintenance schedule for establishment of vegetation within the primary zone and buffer shall be provided to the city before final plat. 11. The soils within the buffer area shall be prepared by ripping to a depth of 12 inches to loosen them and shall meet MnDOT Specification 3877-3 for Sandy Clay Loam Topsoil Borrow. 12. All residential lots shall have a minimum of six inches of topsoil meeting the specifications for MnDOT Specification 3877-1 for Common Topsoil Borrow placed on all areas to be seeded or sodded. 13. Monuments indicating the Bluff Creek Overlay District shall be placed at every other property corner and at an angle of deflection greater than seven percent, but in no case shall they be greater than 150 feet apart. The signs shall be installed immediately subsequent to completion of final grade below the wall and before any building permits are issued for Lots 2 through 11, Block 3. The plans shall be changed to reflect this requirement before final plat. 14. Retaining walls shall be owned and maintained by a Homeowners Association (HOA). The plan set shall call out the material for these retaining walls. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 24, 2017 Page 22 15. The Emergency Overflow (EOF) between Lots 15 and 16 shall be directed away from Wall A. Staff recommends adjusting the low point of the street to between Lots 14 and 15. 16. A vertical curve is required at transitions between street grades on Crossroads Court. The applicant's engineer shall work with city staff to either remove these grade changes or incorporate vertical curves into the profile. 17. The horizontal alignment of Crossroads Court includes a 60 -foot radius curve. The applicant's engineer shall submit documentation for the design speed selection and show turning movements in the plan set to demonstrate that larger vehicles will be able to navigate the roadway curvature. Speed signage for this curve shall be required prior to construction. 18. The applicant must obtain permits from Carver County for construction of an access and all other work in their right-of-way. They must also comply with the comments received from the Carver County Engineering Office. 19. The applicant must obtain a permit for any work in the MnDOT right-of-way. 20. The plan must have a design grade that developer and engineer are confident that the construction process will achieve the minimum of 0.40%. If the grade is flatter than 0.40% at the time eacceptance is requested, the city will require the sanitary sewer be excavated and reconstructed to meet the grade requirement. Staff recommends use of 0.50% minimum design grade. 21. The 8 -inch watermain pipe plans shall be revised to call out C900 as the pipe material and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. 22. The proposed sanitary sewer and water main shall become city -owned after construction and acceptance by the city council. 23. The applicant must meet the storm water management standards prescribed in Section 19- 144 of city code which incorporates the NPDES construction permit by reference. This requires a volume reduction of 1.0 inches of water quality volume from all new impervious surfaces or provide evidence that the site, in its entirety, meets the criteria by which infiltration is infeasible as discussed in the NPDES permits. If adequate evidence is provided that infiltration is found to be infeasible, then the applicant must evaluate other methods of abstraction. 24. The proposed storm water management system must meet the required reduction in total phosphorus and total suspended solids. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 24, 2017 Page 23 25. A Homeowners Association (HOA) must be established that is responsible for the maintenance and operation of the water reuse system if it is approved. 26. The city -authored maintenance agreement for stormwater management facilities shall be revised accordingly, executed and recorded against the property. 27. The applicant shall develop an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. 28. SWMP fees estimated to be $31,875.34 are due at the time of final plat. 29. The applicant is responsible for applying for, procuring approvals from and meeting the requirements of all other agencies with jurisdiction over the project including, but not limited to, the Minnesota Pollution Control Agency and the Riley -Purgatory -Bluff Creek Watershed District. 30. Water and sewer partial hookups are due at the time of final plat. For 18 units, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. 31. Encroachment agreements are required for any retaining walls located within a drainage and utility easement prior to construction of the walls. 32. The applicant shall install draintile on Lots 2 and 3 and dedicate a drainage and utility easement over the backyard drainageway with the final plat. 33. Any draintile that crosses lot lines shall be owned and maintained by an HOA. 34. The erosion control plan shall be revised to show perimeter control around the stormwater pond until final stabilization. 35. The plan shall note that erosion controls matting adjacent to the DNR Public Water be without netting to avoid trapping wildlife. 36. Top and bottom wall elevations for Wall B shall be added to the grading plan prior to the start of construction. 37. A fence is required at any location where a wall is greater than 6 feet tall and within 10 of Crossroads Court or the public trail system. Fence shall be no closer than 3 feet preferred (20" minimum) from the trail. If preferred horizontal clearance cannot be achieved, warning signage on the trail is required. This must be complete prior to the city's acceptance of the public trail. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 24, 2017 Page 24 38. A street light is required at the intersection of Lyman Boulevard and Crossroads Court. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. 39. The Lot 15 driveway slope is 10.4% and shall be revised prior to grading. Driveway slopes shall be no greater than 10°/6. 40. All driveways shall follow City Code §20-1122. 41. The grading plan shows a 10% slope on the sidewalk. The applicant shall revise the grading plan or the sidewalk alignment to reduce the slope to meet ADA requirements prior to construction. 42. The location of Sanitary MHO shall be adjusted to reduce the spacing between MHO and MH#4 for ease of maintenance prior to construction of the utilities. 43. The applicant shall verify that they have meet the minimum requirements for stormwater set forth in City Code §9 -VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District prior to grading on site. Fire: 1. Provide/maintain three-foot clear space around fire hydrants. 2. Prior to combustible home construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 3. Street signs (temporary allowed) shall be installed prior to building permits being issued. The Fire Marshal must approve street signage. 4. Prior to combustible construction fire hydrants shall be made serviceable. Parks: 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication. 2. Construction of Great Plains Boulevard trail from the southwest intersection of Lyman Boulevard and Great Plains Boulevard traveling south for approximately 675 feet to the southern terminus of the property. The developer shall provide design, engineering, construction and testing services required of the Great Plains Boulevard trail. All construction documents, including material costs, shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of construction. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 24, 2017 Page 25 The trail shall be 10 feet in width, surfaced with asphalt and constructed to meet all city specifications. The applicant shall be reimbursed by the city for the cost of the aggregate base, trail surfacing, retaining wall, fence and storm water systems utilized to construct the trail as well as for redesign of the plans if necessary. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation, design, engineering and testing services are not reimbursable expenses. Planning: 1. The developer shall install a gateway element similar to that at Southwest Village which includes decorative fencing and landscaping. ATTACHMENTS 1. Development Contract 2. Reduced Copy Final Plat. 3. Memorandum from WSB to Alyson Fauske dated May 9, 2017. 4. Reduced Copy of Plan Sets Prepared By Sathre-Berquist dated Revised 4/21/17 sheets 1 - 11 gAplan\2015 planning cases\2015-16 arbor glen\final plat\staff report fp arbor glen cc 07-24-2017.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ARBOR GLEN DEVELOPMENT CONTRACT (Developer Installed Improvements) MRp4ipH 9PEPAE r �[e i��R WAiBTtl9f11EdI1F. Nq1 VAMANE0 MFA5 e � nP Ax1w m_i nun .a un srm N(xn 'ww urwrn PV[e[rw�NAA[wn ]nN BLY'YFI[W mrin Na0 rllw� w"rtn/nW [gT[Or1 xw wACI AYffia AlN] a.aP n mo- na ' �.n • 1 R w �"'nm ® —c" m "xNm"i Arer-rur M � w wt¢/x rbWYY [dreM1. UxT an ra.� _ pS1f a4a �RFM1 ur w4Te Pw La�""[ r Y R m"mr W um[rsw[ ITnAe NrOr-nwl ". 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N ir. plm'i'�Ripr Pna ..ex[ N'r[N n o[WLa ®N FRwNm LALL"jyy[N'ar P�.Rf'•re ]eMR" m N[m 4f IT, 1<0.lM ww arY LYa R�rw<ORR NW R fAm1.Yp P n wsLRO F OParx.c .rerTn Nr"Aao n cASA esDRBraM�mq GJ Dd4 LROW D i4WlNC5"i�( it .. ��YYA BE THESE PUNS HAVE NOT BEEN APPROVED J$yry�][/� PA CALL AND ARE SUBJECT TO CHANGE, J11p 4,V X111► iapo-feE-nw 4b-9pN A»-IP60Y o xAae AANAAGM uTAns IR 2.1 TABLE OF CONTENTS SPECIAL PROVISIONS 1. REQUEST FOR PLAT APPROVAL....... 2. CONDITIONS OF PLAT APPROVAL... 3. DEVELOPMENT PLANS ....................... 4. IMPROVEMENTS ................................... 5. TIME OF PERFORMANCE .................... 6. SECURITY ............................................... 7. NOTICE .................................................... 8. OTHER SPECIAL CONDITIONS........... 9. GENERAL CONDITIONS ...................... GENERAL CONDITIONS PAGE ................................................................. SP-1 .................................................................. SP -1 .................................................................. SP-1 .................................................................. SP-2 .................................................................. SP-2 .................................................................. SP-2 .................................................................. SP-3 .................................................................. SP-4 .................................................................. SP -5 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-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. 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) ARBOR GLEN AGREEMENT dated July 10, 2017 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, GOLF LAKES CONDOS, a limited liability company (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for ARBOR GLEN (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, furnish 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 terns shall control. The plans are: Plan A: Final plat approved May 22, 2017, prepared by Sathre-Bergquist, Inc. Plan B: Grading, Drainage and Erosion Control Plan dated April 21, 2017, prepared by Sathre-Bergquist, Inc. Plan C: Plans and Specifications for Improvements dated April 21, 2017, prepared by Sathre- Bergquist, Inc. Plan D: Landscape Plan dated April 20, 2017 prepared by Norby & Associates Landscape Architects, 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/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, 2017. 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 famish the City with a letter of credit in the form attached hereto, from a bank acceptable to the City, or cash escrow ("security") for $771,021.41. The amount of the security was calculated as 110% of the following: Site Grading/Erosion Control/Restoration $ 402,712.34 (Including 1200 CY at $20/CY for topsoil) Sanitary Sewer $ 103,010.79 Water Main $ 66,969.27 Storm Sewer, Drainage System, including cleaning and maintenance $ 68,526.46 Sub -total, Construction Costs $ 641,218.86 Street lights and signs(1 light @ $1,500 and 2 signs @ $250) $ 2,000.00 Engineering, surveying, and inspection (7% of construction costs) $ 44,885.32 Landscaping (2% of construction costs) $ 12,824.38 Sub -total, Other Costs $ 59,709.70 TOTAL COST OF PUBLIC IMPROVEMENTS $ 700,928.56 SECURITY AMOUNT 110% of $700,928.5 $ 771,021.41 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 terns 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: Mr. Mark Eklo GOLF LAKES CONDOS, LLC 3360 Bavaria Road Chaska, MN 55318 Phone: 813-777-0015 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. (The remainder of the page intentionally left blank) SP -3 8. Other Special Conditions. A. SECURITIES AND FEES A $771,021.41 letter of credit or escrow for the developer -installed improvements, the $213,482.72 cash administration fee and the fully -executed development contract must be submitted and shall be submitted prior to scheduling a pre -construction meeting. Administration fee (based on estimated construction cost: 3% of $500,000 + 2% of $117,218.86) $ 17,824.38 Arterial Collector Fee $ 7,344.00 GIS fee: 18 parcels @ $10/parcel + $25 for the plat $ 205.00 Recording Plat Fee $ 450.00 Park Dedication Fee: 18 parcels @ $5,800/parcel $ 104,400.00 Partial payment of City sewer and water hookup fees: 18 units @ $691/unit sewer +$2,147/unit water $ 51,084.00 Street light operating fee: 1 lights $300/light $ 300.00 Surface Water Management Fee $ 31,875.34 Total $ 213,482.72 B. Building: 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. 5. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. C. Engineering: 1. Any grading or other work within the road right-of-way will require a permit from Carver County. 2. A 10 -foot easement is required on the rear lot lines of Lots 10 - 18, Block 1. SP -4 3. The grading plan must be revised to include the house pads and driveway locations, or if house plans are unknown show a 30 -foot wide driveway access prior to grading. 4. If water is encountered at any lot during construction, the low floor elevations of these proposed homes must be revised to comply with a three-foot separation from groundwater. This shall be coordinated with the Building Official. 5. Graded slopes shall not exceed 3:1 ratio. 6. The Surface Water Pollution Prevention Plan with all elements required by the NPDES Construction Permit shall be prepared and supplied to the city for approval with the final plat and prior to any earth -disturbing activities. 7. Proof of the NPDES Construction Permit having been procured by the applicant shall be supplied to the city prior to any earth -disturbing activities. 8. The Outlot E shall be dedicated to the city. 9. A detailed planting schedule, including types and size of plants if plugs are to be used or the seed composition, source and application rate and method if the area is to be seeded, must be provided to the city for review and approval before final plat. Yellow tags for the plant source must be provided to the city. The plants shall be native and free of neonicotinoids. 10. A detailed maintenance schedule for establishment of vegetation within the primary zone and buffer shall be provided to the city before final plat. 11. The soils within the buffer area shall be prepared by ripping to a depth of 12 inches to loosen them and shall meet MnDOT Specification 3877-3 for Sandy Clay Loam Topsoil Borrow. 12. All residential lots shall have a minimum of six inches of topsoil meeting the specifications for MnDOT Specification 3877-1 for Common Topsoil Borrow placed on all areas to be seeded or sodded. 13. Monuments indicating the Bluff Creek Overlay District shall be placed at every other property corner and at an angle of deflection greater than seven percent, but in no case shall they be greater than 150 feet apart. The signs shall be installed immediately subsequent to completion of final grade below the wall and before any building permits are issued for Lots 2 through 11, Block 3. The plans shall be changed to reflect this requirement before final plat. 14. Retaining walls shall be owned and maintained by a Homeowners Association (HOA). The plan set shall call out the material for these retaining walls. SP -5 15. The Emergency Overflow (EOF) between Lots 15 and 16 shall be directed away from Wall A. Staff recommends adjusting the low point of the street to between Lots 14 and 15. 16. A vertical curve is required at transitions between street grades on Crossroads Court. The applicant's engineer shall work with city staff to either remove these grade changes or incorporate vertical curves into the profile. 17. The horizontal alignment of Crossroads Court includes a 60 -foot radius curve. The applicant's engineer shall submit documentation for the design speed selection and show turning movements in the plan set to demonstrate that larger vehicles will be able to navigate the roadway curvature. Speed signage for this curve shall be required prior to construction. 18. The applicant must obtain permits from Carver County for construction of an access and all other work in their right-of-way. They must also comply with the comments received from the Carver County Engineering Office. 19. The applicant must obtain a permit for any work in the MnDOT right-of-way. 20. The plan must have a design grade that developer and engineer are confident that the construction process will achieve the minimum of 0.40%. If the grade is flatter than 0.40% at the time ofacceptance is requested, the city will require the sanitary sewer be excavated and reconstructed to meet the grade requirement. Staff recommends use of 0.50% minimum design grade. 21. The 8 -inch watermain pipe plans shall be revised to call out C900 as the pipe material and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. 22. The proposed sanitary sewer and water main shall become city -owned after construction and acceptance by the city council. 23. The applicant must meet the storm water management standards prescribed in Section 19- 144 of city code which incorporates the NPDES construction permit by reference. This requires a volume reduction of 1.0 inches of water quality volume from all new impervious surfaces or provide evidence that the site, in its entirety, meets the criteria by which infiltration is infeasible as discussed in the NPDES permits. If adequate evidence is provided that infiltration is found to be infeasible, then the applicant must evaluate other methods of abstraction. 24. The proposed storm water management system must meet the required reduction in total phosphorus and total suspended solids. 25. A Homeowners Association (HOA) must be established that is responsible for the maintenance and operation of the water reuse system if it is approved. SP -6 26. The city -authored maintenance agreement for stormwater management facilities shall be revised accordingly, executed and recorded against the property. 27. The applicant shall develop an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. 28. SWMP fees estimated to be $31,875.34 are due at the time of final plat. 29. The applicant is responsible for applying for, procuring approvals from and meeting the requirements of all other agencies with jurisdiction over the project including, but not limited to, the Minnesota Pollution Control Agency and the Riley -Purgatory -Bluff Creek Watershed District. 30. Water and sewer partial hookups are due at the time of final plat. For 18 units, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. 31. Encroachment agreements are required for any retaining walls located within a drainage and utility easement prior to construction of the walls. 32. The applicant shall install draintile on Lots 2 and 3 and dedicate a drainage and utility easement over the backyard drainageway with the final plat. 33. Any draintile that crosses lot lines shall be owned and maintained by an HOA. 34. The erosion control plan shall be revised to show perimeter control around the stormwater pond until final stabilization. 35. The plan shall note that erosion controls matting adjacent to the DNR Public Water be without netting to avoid trapping wildlife. 36. Top and bottom wall elevations for Wall B shall be added to the grading plan prior to the start of construction. 37. A fence is required at any location where a wall is greater than 6 feet tall and within 10 of Crossroads Court or the public trail system. Fence shall be no closer than 3 feet preferred (20" minimum) from the trail. If preferred horizontal clearance cannot be achieved, warning signage on the trail is required. This must be complete prior to the city's acceptance of the public trail. 38. A street light is required at the intersection of Lyman Boulevard and Crossroads Court. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. SP -7 39. The Lot 15 driveway slope is 10.4% and shall be revised prior to grading. Driveway slopes shall be no greater than 10%. 40. All driveways shall follow City Code §20-1122. 41. The grading plan shows a 10% slope on the sidewalk. The applicant shall revise the grading plan or the sidewalk alignment to reduce the slope to meet ADA requirements prior to construction. 42. The location of Sanitary MHO shall be adjusted to reduce the spacing between MHO and MH#4 for ease of maintenance prior to construction of the utilities. 43. The applicant shall verify that they have meet the minimum requirements for stormwater set forth in City Code §9 -VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District prior to grading on site. D. Environmental Resources: 1. A total of 10 additional overstory trees shall be planted throughout the development. The applicant will submit a revised landscape plan. E. Fire: 1. Provide/maintain three-foot clear space around fire hydrants. 2. Prior to combustible home construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 3. Street signs (temporary allowed) shall be installed prior to building permits being issued. The Fire Marshal must approve street signage. 4. Prior to combustible construction fire hydrants shall be made serviceable. F. Parks: 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication. 2. Construction of Great Plains Boulevard trail from the southwest intersection of Lyman Boulevard and Great Plains Boulevard traveling south for approximately 675 feet to the southern terminus of the property. The developer shall provide design, engineering, construction and testing services required of the Great Plains Boulevard trail. All construction documents, including material costs, shall be delivered to the Park and am Recreation Director and City Engineer for approval prior to the initiation of construction. The trail shall be 10 feet in width, surfaced with asphalt and constructed to meet all city specifications. The applicant shall be reimbursed by the city for the cost of the aggregate base, trail surfacing, retaining wall, fence and storm water systems utilized to construct the trail as well as for redesign of the plans if necessary. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation, design, engineering and testing services are not reimbursable expenses. G. Planning Department: 1. The developer shall install a gateway element similar to that at Southwest Village which includes decorative fencing and landscaping. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. {The remainder of the page intentionally left blank} 4W CITY OF CHANHASSEN I:]A (SEAL) Denny Laufenburger, Mayor Todd Gerhardt, City Manager GOLF LAKES CONDOS LLC: ]A STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) Mark Eklo, Its Manager The foregoing instrument was acknowledged before me this _ day of 2017, 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 2017, by Mark Eklo, Manager of GOLF LAKES CONDOS, 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 -10 NOTARY PUBLIC EXIMIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: All that part of the Northerly 730.00 feet of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23, as measured along the West line thereof and lying Westerly of the centerline of State Highway No. 101. The centerline of said Highway No. 101 is described as follows: Beginning at a point on the North line of the Southwest Quarter of Section 24, Township 116, Range 23, a distance of 632.52 feet East of the Northwest comer of said Southwest Quarter; the bearing of the North line of the Southwest Quarter is assumed to be South 88 degrees 46 minutes 29 seconds East. Thence South 4 degrees 24 minutes 47 seconds West a distance of 413.72 feet; thence on a tangential curve, concave to the East having a central angle of I 1 degrees 38 minutes 21 seconds and a radius of 1962.29 feet a distance of 398.62 feet. Thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve, a distance of 217.65 feet; thence on a tangential curve, concave to the West having a central angle of 14 degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance of 294.88 feet, more or less, to a point on the South line of the North Half of the Southwest Quarter of Section 24 and thence terminating said point distance 660.44 feet Easterly of the Southwest corner of the North Half of the Southwest Quarter. EXCEPTING THEREFROM Parcel 71C of the Minnesota Department of Transportation Right - of -Way Plat No. 10-19, as the same is on file and of record in the office of the County Recorder in and for Carver County, Minnesota. (The remainder orthe page intentionally left blank) 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 IRREVOCABLE 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, 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. I� 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 permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding GC -1 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 escrow or letter of credit per lot shall also be furnished to the City to guarantee compliance with City Code § 7-22. GC -2 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 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'/x) 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 October 1 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 GC -3 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 ofbuilding 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 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 LOOM 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 fiumish 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 (30/6) of construction costs for the first $500,000 and two percent (2"/0) 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 %2%) 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 21 E of this Agreement. 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 attorneys' fees. GC -5 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 temporaryjob 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 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 GC -6 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, watemrain, 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 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 GC -7 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, 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 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 MW 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 Pemrit. 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; 3. 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 fiunish 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 firrther 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. 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. GC -9 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 I1"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 linelpaper 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. 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Inv OUTLOT D k y OUTLOT E vxx eu,o ` •^, as a , 1' \ 1 A WSB 701 Xenia Avenue South I Suite 300 1 Minneapolis, MN 55416 1 (763) 541-4800 Memorandum To: Alyson Fauske, PE- City of Chanhassen From: Joey Abramson, EIT Cc: Jeffry Sandberg, PE Date: May 9, 2017 Re: Stormwater Management Review for Arbor Glen Development in Chanhassen WSB Project No. 1694-93 This document summarizes the review of stormwater management and associated considerations for the Arbor Glen Development project in the City of Chanhassen. The primary documents reviewed were an 11 -page plan set titled "Arbor Glen", dated 01-11-17, and a Stormwater Quality and Quantity Plan ("Stormwater Plan") dated 04-21-17. Table 1 summarizes the existing and proposed impervious coverage on the project site from the information provided in the Stormwater Quality and Quantity Plan. The SWPPP that was provided for review indicates that the total new impervious area is 2.0 acres, while the Stormwater Plan indicates 1.55 acres of new impervious. For the purposes of this review, it has been assumed that the true value is 1.55 acres of net new impervious. The applicant must provide revised documents with consistent pre- and post -project impervious numbers and total disturbed area. Table 1 - Existing and Proposed Impervious Coverage Increase in Total Site Disturbance Impervious Area [ac] imperviousness [ac] ac Existing Conditions 0 - Proposed Conditions 6.6 1.55 1.55 Summary of Stormwater Management Review: • Volume Control— It cannot be determined if the project will meet the requirements with the information provided. • Rate Control — It cannot be determined if the project will meet the requirements with the information provided. • Water Quality— It cannot be determined if the project will meet the requirements with the information provided. Stormwater Requirements The stormwater management requirements are outlined below, broken out by volume control, rate control, and water quality. This project includes construction of 1.55 acres of new impervious surface that will be placed on what is currently pervious surface. Since this project proposes a net increase of impervious surface of more than 1 acre, permanent stormwater management controls for Volume, Rate, and Water Quality are required per the Riley Purgatory Bluff Creek Watershed District (RPBCWD) rules. Building a legacy — your legacy. Equal Opportunity Employer I wsbeng.com Ms. Alyson Fauske, PE May 9, 2017 Page 2 Volume Control Analysis Per RPBCWD, the volume reduction requirement is an event -based abstraction equal to the instantaneous volume of 1.1" depth of runoff (DvR) over the net new impervious surface. Based on a Web Soil Survey report, the soils on site are primarily of the Rasset-Lester-Kilkenny complex, which contains a blend of hydrologic soil groups A, B, and C. The applicants use of C soils in calculations is an appropriate, conservative assumption. A geotechnical report was not included with the review submittal. The applicant must provide a geotechnical report, if available, prior to the next review to ensure appropriately -assumed design parameters. The Stormwater Plan notes that "an underground storage facility with pretreatment and infiltration" is included with this project. This underground facility is not found in the plan set. Additionally, the Water in Motion plan set appears to indicate there is an infiltration basin on site. This is not called out in the site construction plans or in the Stormwater Plan. The applicant must clarify the stormwater management components of this project. The applicant should note that if an infiltration basin is proposed on this project, then compliance with the 48-hour drawdown requirement will need to be demonstrated. Based on the MIDS Calculator files submitted and the Water in Motion plan set, it appears that a stormwater reuse irrigation system will provide volume reduction for project runoff. The applicant must provide a figure clearly identifying and quantifying the areas to be irrigated, which is not included in the current plans. Based on information in the Stormwater Plan, calculation of the volume reduction requirement value (VvR) is shown below. z VVR=1.1in'12in`1.55ac•43.i-a ft = 6,189ft3 MIDS provides that a harvest/reuse system eams a volume reduction credit equal to the amount of water that is irrigated over the course of three days. The proposed reuse system will irrigate 1.4 acres of green space at an application rate of 1.5 inches per week. The calculation of the volume reduction credit (Vir) earned by this system is shown below. 43,560 ftz 1 in 1 ft 1 week ' 3 days= 3, 267 f t3 V1, = 1.4 ac • 1 ac R 1 week' 12 in 7 days The volume reduction provided by the proposed irrigation system will capture the first 0.58 -inch (volume reduction depth, DVR) of runoff from the tributary impervious surfaces. 3,267 f t3 1 ac 12 in +—_= 0.58 in(<l.lin) �°` 1.55 ac 43, 560 f tz 1 f t The proposed reuse system does not provide sufficient volume reduction per RPBCWD rules It cannot be determined if the stormwater management for this site will satisfy volume reduction requirements with the information provided. Rate Control Analysis RPBCWD rules require that peak rates are limited to existing conditions for the 24-hour, 2-, 10-, and 100 - year critical rain events and the 100 -year, 10 -day snowmelt event at all places where runoff discharges from the site. The provided stormwater management report includes a HydroCAD model. Ms. Alyson Fauske, PE May 9, 2017 Page 3 RPBCWD does not allow consideration of irrigation drawdown when modeling discharge rates and high water levels. The applicant must remove this from modeling considerations. It cannot be determined if the stormwater management for this site will satisfy rate control requirements with the information provided. Water Quality Analysis RPBCWD rules require that at least 60% of total phosphorus and 90% of total suspended solids are removed from site runoff. The applicant has submitted a MIDS calculator output and program file containing the proposed treatment train on site. This treatment train includes 4 swales, a constructed stormwater pond, and a harvest/reuse cistern. A complete water quality analysis cannot be completed until the applicant submits revised plans that clearly identify all stormwater management components that are modeled. Considering the revisions required by the other portions of this report, it cannot be conclusively determined if the revised stormwater management plans will meet the water quality requirements. General Comments/Summary There are inconsistencies between the submitted documents with regard to stormwater management. Elevations, soil types, drainage areas, impervious areas, and stormwater management components must be consistent between all documents. The applicant must submit revised documents with a consistent stormwater management plan reflected in all documents prior to a final review. There appear to be sections of the Stormwater Plan that are missing and must be provided prior to the next review. The applicant must provide the full Stormwater Plan in one PDF to ensure there are no missing pieces. Missing sections include drainage area maps and "4.0 Summary Letter." We have made redline comments to the construction plan set and the Water in Motion plan set. 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BH"'°4]N rv^OMMe11 STATE MMOPECALI iaoe.xullN GENERAL NOTES y ]. �KezNw. wO RMS Rim wMS.�uY So NxR uFf./R arnrvarm...nr n_m.r.xurvo.nnrn.rwmin.mu.... n..w+rn rn • rr • x 'a'iPb z w Ul Ul m cm _. _...._..._..._._.....,.. __ aM,R BEIT N..�. ;�>~ N. u' va. x.nnn nerv. ex.rvmvemn �� m�prxx w....x. fP uC<�MR a"awnGR[[N nrCM RR ,. a� u �.,_.e_ aRA 11 ... xwen d� A� R M� NMAR. xiFYMS R x wM.� m.nw..a R j.�' • rp 1u( n'�iamumlA �uAl _ Mm r w[yNrp (MiwilA AweSt.-�iuwa -.31 M , ] ` -RT.- THESE PIANS HAVE NOT BEEN APPROVED n xxw. AND ARE SUBJECT TO CHANCE. Nap w�]w'�YVTNRn' I R 1.0 uk Jia .�t Elevations are inconsistent with latest .plans and modeling. INF, '`I3ASIN .'�.\ NWL A9A`.i I 11 F WL SQ 0 i F q" Elevations are _ ® u 4 (,p motlelin "9 a • - 870 SO FT ENKAMAT ` y OVERFLOW ao m. q CTS A, Db-nlp 0] CYL�VbrD110101 TM[S[ FLWS K MOT «CM AFMOV[O m .nox uro M WNCT to owwc. �..�. iawfon« . No� C.S.A.H NO. 18 (LYMANBLVD .) Aw rm NOl BEEN YNNMYED rice n+�s`.e.. ree TNESE R 5 HAVE YID ARF SUBJECT PE WLR Shaw legend or colors. uanti olal area irri ated �� L ---------------- WILLIAM BROS. PIPELINE I . 1 i i V [ J / I - � I m 7 8 ,T ®� Nis ..m �II pig- c; 11 O� lIJ1 ois-nfsoa +l I m� I ED Q 11 UAL LL— _ — — vw uviv zrur-dt cawaxv nmrtrnx wN[r.u,[ nwuarn vuur mx nrze w z[o � //SyyC��pE� TN: WATER SOURCE DEPICTION ITLIL �rnx rsum - v. .... .. a ,TT -T."—.1 even, ssmu we. o 0 oI IN ,.rz.All .�e. - e%nb>o�8ob8Y w r I1M 2 MIN BIRD PGR SERIES VALVE wsr 3 RAM &RD SRC OUICKCWPLM V w,tn „n.r-� .v -r. °M [ ss av pia - LI w u —MIIR`F.orx •urtr. uc e2. ��a/ [ "" rw IT— — [nnnrxr wat . T n mar ro um ur. / m KK' inaa� nin - .a an w run ...ol. [.mo�rw. �._ _ e4.•..r. w m .. ,.., r..w.r[.�a....o n,.. �.,w[ ,a .uo... >rtnw ...,+.....,.. m \MMBND ESPAXD COMNOLLER-PEOESi s-�[r 5 RSD9E% RAMN SENSOR -POSE MOUNT Fw�-rr s RMN BIRD ISP -1 LINE SURGE PROTECTOR8 BE' BW gm comw9umm7w THESE PIANS HAVE NOT BEEN APPROVED AND ARE SUBJECT TO CHANCE. `Ov August 3, 2017 CITY OF C HANHASSE N Chanhassen is a Community for Life- Providing forToday and Planning for Tomorrow Mr. Mark Eklo GULF LAKES CONDOS, LLC 3360 Bavaria Road Chaska, MN 55318 Re: Arbor Glen — Planning Case #2015-16 Dear Mr. Eklo, This letter is to confirm that on July 24, 2017, the Chanhassen City Council approved the following: 1. The development contract for Arbor Glen; 2. The plans and specifications for Arbor Glen; and 3. The final plat for Arbor Glen subject to the following conditions: Building: a. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. b. Engineered design and building permits are required for retaining walls exceeding four feet in height. c. Each lot must be provided with a separate sewer and water service. d. Demolition permits must be obtained before demolishing any structures. e. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. Engineering: a. Any grading or other work within the road right-of-way will require a permit from Carver County. b. A 10 -foot easement is required on the rear lot lines of Lots 10 - 18, Block 1. PH 952.227.1100 • vwvw.d.chanhassen.nnn.Us • FX952.227.1110 SCANNED 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Mr. Mark Eklo Arbor Glen — Letter of approval August 3, 2017 Page 2 of 7 c. The grading plan must be revised to include the house pads and driveway locations, or if house plans are unknown show a 30 -foot wide driveway access prior to grading. d. If water is encountered at any lot during construction, the low floor elevations of these proposed homes must be revised to comply with a three-foot separation from groundwater. This shall be coordinated with the Building Official. e. Graded slopes shall not exceed 3:1 ratio. f. The Surface Water Pollution Prevention Plan with all elements required by the NPDES Construction Permit shall be prepared and supplied to the city for approval with the final plat and prior to any earth -disturbing activities. g. Proof of the NPDES Construction Permit having been procured by the applicant shall be supplied to the city prior to any earth -disturbing activities. h. The Outlot E shall be dedicated to the city. i. A detailed planting schedule, including types and size of plants if plugs are to be used or the seed composition, source and application rate and method if the area is to be seeded, must be provided to the city for review and approval before final plat. Yellow tags for the plant source must be provided to the city. The plants shall be native and free of neonicotinoids. j. A detailed maintenance schedule for establishment of vegetation within the primary zone and buffer shall be provided to the city before final plat. k. The soils within the buffer area shall be prepared by ripping to a depth of 12 inches to loosen them and shall meet MnDOT Specification 3877-3 for Sandy Clay Loam Topsoil Borrow. 1. All residential lots shall have a minimum of six inches of topsoil meeting the specifications for MnDOT Specification 3877-1 for Common Topsoil Borrow placed on all areas to be seeded or sodded. m. Monuments indicating the Bluff Creek Overlay District shall be placed at every other property corner and at an angle of deflection greater than seven percent, but in no case shall they be greater than 150 feet apart. The signs shall be installed immediately subsequent to completion of final grade below the wall and before any building permits are issued for Lots 2 through 11, Block 3. The plans shall be changed to reflect this requirement before final plat. n. Retaining walls shall be owned and maintained by a Homeowners Association (HOA). The plan set shall call out the material for these retaining walls. Mr. Mark Eklo Arbor Glen — Letter of approval August 3, 2017 Page 3 of 7 o. The Emergency Overflow (EOF) between Lots 15 and 16 shall be directed away from Wall A. Staff recommends adjusting the low point of the street to between Lots 14 and 15. p. A vertical curve is required at transitions between street grades on Crossroads Court. The applicant's engineer shall work with city staff to either remove these grade changes or incorporate vertical curves into the profile. q. The horizontal alignment of Crossroads Court includes a 60 -foot radius curve. The applicant's engineer shall submit documentation for the design speed selection and show turning movements in the plan set to demonstrate that larger vehicles will be able to navigate the roadway curvature. Speed signage for this curve shall be required prior to construction. r. The applicant must obtain permits from Carver County for construction of an access and all other work in their right-of-way. They must also comply with the comments received from the Carver County Engineering Office. s. The applicant must obtain a permit for any work in the MnDOT right-of-way. t. The plan must have a design grade that developer and engineer are confident that the construction process will achieve the minimum of 0.40%. If the grade is flatter than 0.40% at the time e& -acceptance is requested, the city will require the sanitary sewer be excavated and reconstructed to meet the grade requirement. Staff recommends use of 0.50% minimum design grade. u. The 8 -inch watermain pipe plans shall be revised to call out C900 as the pipe material and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. v. The proposed sanitary sewer and water main shall become city -owned after construction and acceptance by the City Council. w. The applicant must meet the storm water management standards prescribed in Section 19-144 of city code which incorporates the NPDES construction permit by reference. This requires a volume reduction of 1.0 inches of water quality volume from all new impervious surfaces or provide evidence that the site, in its entirety, meets the criteria by which infiltration is infeasible as discussed in the NPDES permits. If adequate evidence is provided that infiltration is found to be infeasible, then the applicant must evaluate other methods of abstraction. x. The proposed storm water management system must meet the required reduction in total phosphorus and total suspended solids. Mr. Mark Eklo Arbor Glen — Letter of approval August 3, 2017 Page 4 of 7 y. A Homeowners Association (HOA) must be established that is responsible for the maintenance and operation of the water reuse system if it is approved. z. The city-authored maintenance agreement for stormwater management facilities shall be revised accordingly, executed and recorded against the property. aa. The applicant shall develop an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. bb. SWMP fees estimated to be $31,875.34 are due at the time of final plat. cc. The applicant is responsible for applying for, procuring approvals from and meeting the requirements of all other agencies with jurisdiction over the project including, but not limited to, the Minnesota Pollution Control Agency and the Riley-Purgatory-Bluff Creek Watershed District. dd. Water and sewer partial hookups are due at the time of final plat. For 18 units, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. ee. Encroachment agreements are required for any retaining walls located within a drainage and utility easement prior to construction of the walls. ff. The applicant shall install draintile on Lots 2 and 3 and dedicate a drainage and utility easement over the backyard dramageway with the final plat. gg. Any draintile that crosses lot lines shall be owned and maintained by an HOA. hb. The erosion control plan shall be revised to show perimeter control around the stormwater pond until final stabilization. ii. The plan shall note that erosion controls matting adjacent to the DNR Public Water be without netting to avoid trapping wildlife. jj. Top and bottom wall elevations for Wall B shall be added to the grading plan prior to the start of construction. Irk. A fence is required at any location where a wall is greater than 6 feet tall and within 10 of Crossroads Court or the public trail system. Fence shall be no closer than 3 feet preferred (20" minimum) from the trail. If preferred horizontal clearance cannot be achieved, warning signage on the trail is required. This must be complete prior to the city's acceptance of the public trail. Mr. Mark Eklo Arbor Glen — Letter of approval August 3, 2017 Page 5 of 7 11. A street light is required at the intersection of Lyman Boulevard and Crossroads Court. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. mm. The Lot 15 driveway slope is 10.4% and shall be revised prior to grading. Driveway slopes shall be no greater than 10%. nn. All driveways shall follow City Code §20-1122. oo. The grading plan shows a 10% slope on the sidewalk. The applicant shall revise the grading plan or the sidewalk alignment to reduce the slope to meet ADA requirements prior to construction. pp. The location of Sanitary MHO shall be adjusted to reduce the spacing between MHO and MH#4 for ease of maintenance prior to construction of the utilities. qq. The applicant shall verify that they have meet the minimum requirements for stormwater set forth in City Code §9 -VII and requirements of the Riley -Purgatory - Bluff Creek Watershed District prior to grading on site. Fire: a. Provide/maintain three-foot clear space around fire hydrants. b. Prior to combustible home construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. c. Street signs (temporary allowed) shall be installed prior to building permits being issued. The Fire Marshal must approve street signage. d. Prior to combustible construction fire hydrants shall be made serviceable. Parks: a. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication. b. Construction of Great Plains Boulevard trail from the southwest intersection of Lyman Boulevard and Great Plains Boulevard traveling south for approximately 675 feet to the southern terminus of the property. The developer shall provide design, engineering, construction and testing services required of the Great Plains Boulevard trail. All construction documents, including material costs, shall be delivered to the Mr. Mark Eklo Arbor Glen — Letter of approval August 3, 2017 Page 6 of 7 Park and Recreation Director and City Engineer for approval prior to the initiation of construction. The trail shall be 10 feet in width, surfaced with asphalt and constructed to meet all city specifications. The applicant shall be reimbursed by the city for the cost of the aggregate base, trail surfacing, retaining wall, fence and storm water systems utilized to construct the trail as well as for redesign of the plans if necessary. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation, design, engineering and testing services are not reimbursable expenses. Planning: a. The developer shall install a gateway element similar to that at Southwest Village which includes decorative fencing and landscaping. Two signed mylar copies of the final plat shall be submitted to our office for signatures. One 1 "=200' scale mylar reduction of the final plat, three I"=200' scale paper reductions of the final plat and one 1 "=200' scale paper reduction of the final plat with just street names and lot and block numbers shall be submitted. In addition, a digital copy in Axf format and a digital copy in .tif format (pdf compatible) in Carver County coordinates of the final plat shall be submitted. A recent copy of the title commitment shall be provided. Electronic copies of the drainage model shall be provided. A $771,021.41 letter of credit or escrow for the developer -installed improvements, the $213,482.72 cash administration fee and the fully -executed development contract (Developer Installed Improvements) must be submitted and shall be submitted prior to scheduling a pre - construction meeting. A warranty deed transferring Outlot E to the City shall be prepared and executed for recording with the final plat documents. The Home Owners Association documents must be submitted and reviewed and then recorded at Carver County prior to issuance of any building permits within the development. All current year taxes must be paid in full and any delinquent property taxes or green acres tax. Once everything is submitted, please contact Project Engineer Stephanie Smith at 952-227-1165 or by email at sbsmith@ci.chanhassen.mn.us to coordinate the preoonstruction meeting. Mr. Mark Eklo Arbor Glen — Letter of approval August 3, 2017 Page 7 of 7 Should you have any questions, please contact me at (952) 227-1131 or by email at bgenerous@ci.chanhassen.mn.us. Sincere Robert Generous, AICP Senior Planner ec: Kate Aanenson, Community Development Director Todd Gerhardt, City Manager Todd Hoffman, Parks & Recreation Director Vanessa Strong, Water Resources Coordinator Jerry Mohn, Building Official Jill Sinclair, Environmental Resource Specialist Stephanie Smith, Project Engineer G:TLAN\2015 Planning Cases\2015-16 Arbor G1en\Final P1at\Approval Letter CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA ARBOR GLEN DEVELOPMENT CONTRACT (Developer Installed Improvements) TABLE OF CONTENTS SPECIAL PROVISIONS PAGE 1. REQUEST FOR PLAT APPROVAL............................................................................SP-1 PHASED DEVELOPMENT........................................................................................GC-1 2. CONDITIONS OF PLAT APPROVAL........................................................................SP-1 PRELIMINARY PLAT STATUS................................................................................GC-1 3. DEVELOPMENT PLANS............................................................................................SP-1 CHANGES IN OFFICIAL CONTROLS.....................................................................GC-I 4. IMPROVEMENTS........................................................................................................ SP -2 5. TIME OF PERFORMANCE.........................................................................................SP-2 IRON MONUMENTS..................................................................................................GC-2 6. SECURITY....................................................................................................................SP-2 7. NOTICE .................................. .............................................................................. .........SP -3 8. OTHER SPECIAL CONDITIONS................................................................................SP-4 SITE EROSION AND SEDIMENT CONTROL.........................................................GC-2 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-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 OTHERBUILDING.........................................................................................GC-2 GC -3 9. CLEAN UP................................................................................................................... 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. HOUSEPADS..............................................................................................................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) ARBOR GLEN AGREEMENT dated July 10, 2017 by and between the CITY OF CHANHASSEN, a Minnesota municipal corporation (the "City"), and, GOLF LAKES CONDOS, a limited liability company (the "Developer"). 1. Request for Plat Approval. The Developer has asked the City to approve a plat for ARBOR GLEN (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, furnish 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 temps shall control. The plans are: Plan A: Final plat approved May 22, 2017, prepared by Sathre-Bergquist, Inc. Plan B: Grading, Drainage and Erosion Control Plan dated April 21, 2017, prepared by Sathre-Bergquist, Inc. Plan C: Plans and Specifications for Improvements dated April 21, 2017, prepared by Sathre- Bergquist, Inc. Plan D: Landscape Plan dated April 20, 2017 prepared by Norby & Associates Landscape Architects, 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/Restoration H. Underground Utilities (e.g. gas, electric, telephone, CATV) I. Setting of Lot and Block Monuments J. Surveying and Staling 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, 2017. 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 $771,021.41. The amount of the security was calculated as 110% of the following: Site Grading/Erosion Control/Restoration (Including 1200 CY at $20/CY for topsoil) Sanitary Sewer Water Main Storm Sewer, Drainage System, including cleaning and maintenance Sub -total, Construction Costs Street lights and signs(1 light @ $1,500 and 2 signs @ $250) Engineering, surveying, and inspection (7% of construction costs) Landscaping (2% of construction costs) Sub -total, Other Costs $ 402,712.34 $ 103,010.79 $ 66,969.27 $ 68,526.46 $ 641,218.86 $ 2,000.00 $ 44,885.32 $ 12,824.38 $ 59,709.70 TOTAL COST OF PUBLIC HUPROVEMENTS $ 700,928.56 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 corners 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: Mr. Mark Eklo GOLF LAKES CONDOS, LLC 3360 Bavaria Road Chaska, MN 55318 Phone: 813-777-0015 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. (The remainder of the page intentionally left blank) SP -3 8. Other Special Conditions. A. SECURITIES AND FEES A $771,021.41 letter of credit or escrow for the developer -installed improvements, the $213,482.72 cash administration fee and the fully -executed development contract must be submitted and shall be submitted prior to scheduling a pre -construction meeting. Administration fee (based on estimated construction cost: 3% of $500,000 + 2% of $117,218.86) $ 17,824.38 Arterial Collector Fee $ 7,344.00 GIS fee: 18 parcels @ $10/parcel + $25 for the plat $ 205.00 Recording Plat Fee $ 450.00 Park Dedication Fee: 18 parcels @ $5,800/parcel $ 104,400.00 Partial payment of City sewer and water hookup fees: 18 units $691/unit sewer + $2,147/unit water $ 51,084.00 Street light operating fee: l lights @ $300/light $ 300.00 Surface Water Management Fee $ 31,875.34 Total $ 213,482.72 B. Building: 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. 5. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. C. Engineering: 1. Any grading or other work within the road right-of-way will require a permit from Carver County. 2. A 10 -foot easement is required on the rear lot lines of Lots 10 - 18, Block 1. SP -4 3. The grading plan must be revised to include the house pads and driveway locations, or if house plans are unknown show a 30 -foot wide driveway access prior to grading. 4. If water is encountered at any lot during construction, the low floor elevations of these proposed homes must be revised to comply with a three-foot separation from groundwater. This shall be coordinated with the Building Official. 5. Graded slopes shall not exceed 3:1 ratio. 6. The Surface Water Pollution Prevention Plan with all elements required by the NPDES Construction Permit shall be prepared and supplied to the city for approval with the final plat and prior to any earth -disturbing activities. 7. Proof of the NPDES Construction Permit having been procured by the applicant shall be supplied to the city prior to any earth -disturbing activities. 8. The Outlot E shall be dedicated to the city. 9. A detailed planting schedule, including types and size of plants if plugs are to be used or the seed composition, source and application rate and method if the area is to be seeded, must be provided to the city for review and approval before final plat. Yellow tags for the plant source must be provided to the city. The plants shall be native and free of neonicotinoids. 10. A detailed maintenance schedule for establishment of vegetation within the primary zone and buffer shall be provided to the city before final plat. 11. The soils within the buffer area shall be prepared by ripping to a depth of 12 inches to loosen them and shall meet MnDOT Specification 3877-3 for Sandy Clay Loam Topsoil Borrow. 12. All residential lots shall have a minimum of six inches of topsoil meeting the specifications for MnDOT Specification 3877-1 for Common Topsoil Borrow placed on all areas to be seeded or sodded. 13. Monuments indicating the Bluff Creek Overlay District shall be placed at every other property corner and at an angle of deflection greater than seven percent, but in no case shall they be greater than 150 feet apart. The signs shall be installed immediately subsequent to completion of final grade below the wall and before any building permits are issued for Lots 2 through 11, Block 3. The plans shall be changed to reflect this requirement before final plat. 14. Retaining walls shall be owned and maintained by a Homeowners Association (HOA). The plan set shall call out the material for these retaining walls. SP -5 15. The Emergency Overflow (EOF) between Lots 15 and 16 shall be directed away from Wall A. Staff recommends adjusting the low point of the street to between Lots 14 and 15. 16. A vertical curve is required at transitions between street grades on Crossroads Court. The applicant's engineer shall work with city staff to either remove these grade changes or incorporate vertical curves into the profile. 17. The horizontal alignment of Crossroads Court includes a 60 -foot radius curve. The applicant's engineer shall submit documentation for the design speed selection and show turning movements in the plan set to demonstrate that larger vehicles will be able to navigate the roadway curvature. Speed signage for this curve shall be required prior to construction. 18. The applicant must obtain permits from Carver County for construction of an access and all other work in their right-of-way. They must also comply with the comments received from the Carver County Engineering Office. 19. The applicant must obtain a permit for any work in the MnDOT right-of-way. 20. The plan must have a design grade that developer and engineer are confident that the construction process will achieve the minimum of 0.40%. If the grade is flatter than 0.40% at the time e€acceptance is requested, the city will require the sanitary sewer be excavated and reconstructed to meet the grade requirement. Staff recommends use of 0.50% minimum design grade. 21. The 8 -inch watermain pipe plans shall be revised to call out C900 as the pipe material and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. 22. The proposed sanitary sewer and water main shall become city -owned after construction and acceptance by the city council. 23. The applicant must meet the storm water management standards prescribed in Section 19- 144 of city code which incorporates the NPDES construction permit by reference. This requires a volume reduction of 1.0 inches of water quality volume from all new impervious surfaces or provide evidence that the site, in its entirety, meets the criteria by which infiltration is infeasible as discussed in the NPDES permits. If adequate evidence is provided that infiltration is found to be infeasible, then the applicant must evaluate other methods of abstraction. 24. The proposed storm water management system must meet the required reduction in total phosphors and total suspended solids. 25. A Homeowners Association (HOA) must be established that is responsible for the maintenance and operation of the water reuse system if it is approved. SP -6 26. The city -authored maintenance agreement for stormwater management facilities shall be revised accordingly, executed and recorded against the property. 27. The applicant shall develop an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. 28. SWMP fees estimated to be $31,875.34 are due at the time of final plat. 29. The applicant is responsible for applying for, procuring approvals from and meeting the requirements of all other agencies with jurisdiction over the project including, but not limited to, the Minnesota Pollution Control Agency and the Riley -Purgatory -Bluff Creek Watershed District. 30. Water and sewer partial hookups are due at the time of final plat. For 18 units, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. 31. Encroachment agreements are required for any retaining walls located within a drainage and utility easement prior to construction of the walls. 32. The applicant shall install draintile on Lots 2 and 3 and dedicate a drainage and utility easement over the backyard drainageway with the final plat. 33. Any draintile that crosses lot lines shall be owned and maintained by an HOA. 34. The erosion control plan shall be revised to show perimeter control around the stormwater pond until final stabilization. 35. The plan shall note that erosion controls matting adjacent to the DNR Public Water be without netting to avoid trapping wildlife. 36. Top and bottom wall elevations for Wall B shall be added to the grading plan prior to the start of construction. 37. A fence is required at any location where a wall is greater than 6 feet tall and within 10 of Crossroads Court or the public trail system. Fence shall be no closer than 3 feet preferred (20" minimum) from the trail. If preferred horizontal clearance cannot be achieved, warning signage on the trail is required. This must be complete prior to the city's acceptance of the public trail. 38. A street light is required at the intersection of Lyman Boulevard and Crossroads Court. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. SP -7 39. The Lot 15 driveway slope is 10.4% and shall be revised prior to grading. Driveway slopes shall be no greater than 10%. 40. All driveways shall follow City Code §20-1122. 41. The grading plan shows a 10% slope on the sidewalk. The applicant shall revise the grading plan or the sidewalk alignment to reduce the slope to meet ADA requirements prior to construction. 42. The location of Sanitary MHO shall be adjusted to reduce the spacing between MHO and MHii4 for ease of maintenance prior to construction of the utilities. 43. The applicant shall verify that they have meet the minimum requirements for storInwater set forth in City Code §9 -VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District prior to grading on site. D. Environmental Resources: 1. A total of 10 additional overstory trees shall be planted throughout the development. The applicant will submit a revised landscape plan. E. Fire: 1. Provide/maintain three-foot clear space around fire hydrants. 2. Prior to combustible home construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 3. Street signs (temporary allowed) shall be installed prior to building permits being issued. The Fire Marshal must approve street signage. 4. Prior to combustible construction fire hydrants shall be made serviceable. F. Parks: 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication. 2. Construction of Great Plains Boulevard trail from the southwest intersection of Lyman Boulevard and Great Plains Boulevard traveling south for approximately 675 feet to the southern terminus of the property. The developer shall provide design, engineering, construction and testing services required of the Great Plains Boulevard trail. All construction documents, including material costs, shall be delivered to the Park and SP -8 Recreation Director and City Engineer for approval prior to the initiation of construction. The trail shall be 10 feet in width, surfaced with asphalt and constructed to meet all city specifications. The applicant shall be reimbursed by the city for the cost of the aggregate base, trail surfacing, retaining wall, fence and storm water systems utilized to construct the trail as well as for redesign of the plans if necessary. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation, design, engineering and testing services are not reimbursable expenses. G. Planning Department: 1. The developer shall install a gateway element similar to that at Southwest Village which includes decorative fencing and landscaping. 9. General Conditions. The general conditions of this Contract are attached as Exhibit "B" and incorporated herein. (The remainder of the page intentionally left blank) SP -9 CITY OF CHANHASSEN M (SEAL) Denny Laufenburger, Mayor Todd Gerhardt, City Manager GOLF LAKES CONDOS LLC: Mark Eklo, Its Manager STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this _ day of 2017, 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 2017, by Mark Eklo, Manager of GOLF LAKES CONDOS, 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 -10 NOTARY PUBLIC EXHIBIT "A" TO DEVELOPMENT CONTRACT LEGAL DESCRIPTION OF SUBJECT PROPERTY: All that part of the Northerly 730.00 feet of the North Half of the Southwest Quarter of Section 24, Township 116, Range 23, as measured along the West line thereof and lying Westerly of the centerline of State Highway No. 101. The centerline of said Highway No. 101 is described as follows: Beginning at a point on the North line of the Southwest Quarter of Section 24, Township 116, Range 23, a distance of 632.52 feet East of the Northwest corner of said Southwest Quarter; the bearing of the North line of the Southwest Quarter is assumed to be South 88 degrees 46 minutes 29 seconds East. Thence South 4 degrees 24 minutes 47 seconds West a distance of 413.72 feet; thence on a tangential curve, concave to the East having a central angle of 11 degrees 38 minutes 21 seconds and a radius of 1962.29 feet a distance of 398.62 feet. Thence South 7 degrees 13 minutes 34 seconds East tangent to the last described curve, a distance of 217.65 feet; thence on a tangential curve, concave to the West having a central angle of 14 degrees 29 minutes 17 seconds and a radius of 1166.15 feet a distance of 294.88 feet, more or less, to a point on the South line of the North Half of the Southwest Quarter of Section 24 and thence terminating said point distance 660.44 feet Easterly of the Southwest comer of the North Half of the Southwest Quarter. EXCEPTING THEREFROM Parcel 71C of the Minnesota Department of Transportation Right - of -Way Plat No. 10-19, as the same is on file and of record in the office of the County Recorder in and for Carver County, Minnesota. (The remainder of the page intentionally left blank) 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 ) 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 IRREVOCABLE LETTER OF CREW 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) E2HEBIT "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 oudots, 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 frill 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 permits from the Metropolitan Council Environmental Services and other pertinent agencies before proceeding GC -1 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 hmspector(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 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 escrow or letter of credit per lot shall also be fimmished to the City to guarantee compliance with City Code § 7-22. GC -2 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 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 detemune 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'/�) 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 October 1 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 GC -3 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 (251/6) 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 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 famishing 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 fiunished and installed by the City at the sole expense of the Developer. 20. House Pads. The Developer shall promptly fumish 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 (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'/2%) of construction costs for the first $1,000,000 and one and one-half percent (1'/2%) 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. 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 attorneys' fees. GC -5 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 temporaryjob 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 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 GC -6 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 Developers 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 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 GC -7 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, 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 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 GC -8 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; 3. 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 further 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. 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. GC -9 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"xl7" 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 linelpaper 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 .dxf 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. 3/31/06 DC-10 MEMORANDUM 7-9 CITY OF C HANHASSE N Chanhassen is a Community for Life -Providing forToday and Planning for Tomorrow -711(-) TO: Todd Gerhardt, City Manager FROM: Stephanie Smith, Project Engineer Bob Generous, Senior Planner DATE: July 10, 2017 SUBJ: Arbor Glen Final Plat, Development Contract, and Plans & Specifications — Planning Case #2015-16 PROPOSED MOTION "The Chanhassen City Council approves: 1. The final plat for Arbor Glen subject to the conditions of the staff report: 2. The development contract for Arbor Glen; and 3. The plans and specifications for Arbor Glen Approval requires a simple majority vote of City Council. PROPOSAL SUMMARY -to -7/2t-/ The applicants, Arbor Glen Chanhassen, LLC and Gianetti Properties, LLC, are requesting final plat approval to create 18 lots and five outlots for the property located at the southwest comer of State Highway 101 and Lyman Boulevard. BACKGROUND On July 11, 2016, the Chanhassen City Council approved the following: Rezoning of the Arbor Glen property from Agricultural Estate District, A-2, to Planned Unit Development — Residential, PUD -R; Conditional Use Permit for development in the Bluff Creek Corridor; and PH 952.227.1100 • www.ci.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD • PO BOX 147 • CHANHASSEN • MINNESOTA 55317 Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 10, 2017 Page 2 Preliminary Plat for Arbor Glen for a 21 lot subdivision with a Variance from the western perimeter setback. SUBDIVISION REVIEW The applicant is creating 18 lots and five outlots for the development of a detached townhouse residential subdivision. The applicant is reducing the number of lots from what was preliminarily approved (21) to reduce impervious surfaces, meet Watershed wetland buffer requirements and reduce infrastructure costs for the project. The applicant is proposing a planned unit development on an approximate 8.5 -acre parcel. Approximately 3.24 acres of the property is encumbered by a high-quality wetland and its buffer that is listed on the MN DNR Public Waters Inventory, which will be dedicated to the city. The land is zoned Planned Unit Development — Residential, PUR- R, and is guided Residential Low Density with a density of 1.2 to 4 lots per acre. The applicant is proposing 18 single-family residences as cottage or detached townhouse type units on the net 5.25 acres for a density of 3.43 units per acre. The access will be provided by extending Crossroads Boulevard into a private cul-de-sac across Lyman Boulevard. The property lies within the Bluff Creek Overlay District and the applicant is proposing to grade within the primary zone. RIGHT-O&WAY AND EASEMENTS Right-of-way is dedicated along the northern and eastern portion of the property for Lyman Boulevard and Highway 101. A pipeline easement is dedicated to Williams Pipe Line Company, LLC for the high-pressure pipeline located across the northern part of the property. The applicant is showing proposed grading within the William Brothers Pipeline Easement. The applicant must obtain the required permitting prior to grading within the easement. The plat proposes to grant drainage and utility easements over Outlots B-E. The drainage and utility easements are shown in the plat around the perimeter of each lot as well as locations of public utilities. A larger backyard easement is required for Lots 2 and 3 to include the drainage way through the back of those parcels. A larger D&U easement is required on Lot 1 for a 1:1 minimum (1.5:1 preferred) excavation area for the proposed watermain. Encroachment agreements are required for any retaining walls located within a drainage and utility easement prior to construction of the walls. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 10, 2017 Page 3 GRADING Drainage Per City Code § 18-600), the grading plan must be revised to include the house pads and driveway locations, so staff can evaluate the driveway design and determine that the grading will send water away from all structures. If house plans are not known, then a 60'x 60' building pad and 30 -foot access driveway shall be used. Per City Code §20-481(e) (1), the lowest floor elevation must be a minimum of three feet above the highest known groundwater elevation. The soil boring, Bl, found groundwater at elevation 914, but this water may be perched water rather than a stable groundwater elevation. Staff is concerned that Lots 6, 7, 12 and 13 have a full basement or lookout -style home that would put the lowest floor elevation at or slightly below the water elevation found at soil boring Bl. If water is encountered at any lot during construction, the low floor elevations of these proposed homes must be revised to comply with a three-foot separation from groundwater. This shall be coordinated with the Building Official. Graded slopes shall not exceed a 3:1 ratio. The grading of Lots 1, 2 and 3 channels the drainage at the back of the lot and sends the flow toward a catchbasin located on the property line of Lot 3 and Lot 4. The applicant shall install draintile on Lots 2 and 3 and dedicate a drainage and utility easement over that drainageway as it is serving multiple lots. 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 Surface Water Pollution Prevention Plan (SWPPP) and submitted it to the city for approval prior to final plat review and approval. The SWPPP must be updated to include additional required information after the contractor and subcontractors are selected. No earth disturbing activities may occur until the SWPPP is updated with all required information. This SWPPP shall be a standalone document consistent with the NPDES Construction Permit and shall contain all required elements as listed in Parts III and IV of the permit. The city has a checklist which they will make available to the consulting engineer. The erosion control plan shall be revised to show perimeter control around the stormwater pond until final stabilization. The plan shall note that erosion controls matting adjacent to the DNR Public Water be without netting to avoid trapping wildlife. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 10, 2017 Page 4 SITE CONSTRAINTS Wetland Protection There is a large wetland on the property. This is the type 1 and type 3 fringe of a much larger type 5 wetland that extends south and west through city property towards Powers Boulevard. This wetland was delineated by Bopray Environmental on April 23, 2015. This wetland includes the Bluff Creek Overlay District primary zone. The proposed buffer shown on the plan is in compliance with the Riley, Purgatory, Bluff Creek Watershed District requirements, which exceed those required by the city. The provided plan avoids any wetland fill or excavation based upon the submitted boundary. This wetland is classified as a manage 1 wetland according to the city's wetland protection plan. A manage 1 wetland requires a 25 -foot permanent buffer established and maintained with native vegetation. A 30 -foot setback from that buffer edge is required for all structures. The Riley Purgatory Bluff Creek Watershed District Rules were adopted in October of 2014 and went into effect in January of this year. The district requires an average buffer of 60 feet with a minimum buffer width of 30 feet. The district does allow ponds within the buffer area provided they maintain the minimum buffer width. Blufj"Protection There are no bluffs on the property. There are areas with steep slopes and consideration should be given to these in the design of drainage and the placement of erosion prevention and sediment control practices. Shoreland Management The property lies beyond the shoreland overlay district for Lake Riley. As such, it will not be subject to shoreland requirements for land development. However, it does contain a DNR Public Water as indicated on the Carver County Public Waters Inventory map. Floodplain Overlay This property does not lie with a floodplain. r Todd Gerhardt Arbor Glen – Planning Case 2015-16 July 10, 2017 Page 5 RETAINING WALLS -�— I F- r� II aur i i •9r a� -4>II T_____2.�1 I t9� LOM. np iwn I Iown •mn 0-6A B� � � aq� I I tcift I I_ OMA i i �w,D/ash I I 11 I I zoom I I •oesie: ru9�r r'rpn I'wrl I I cusp I tMA I Z r J L___J L_ I Ora io kr m I I ►wn I 19mmi La=,* ! L-- - __- _J L___J Lam' — i --T---T W I li 6zzt ca>tz '.' WMnf Ima,• I I I WMA W f21A I I H I 1U' WO 9• WO F5J.11 1 11RfH.• I 1 assay t`• 8 0 • (n xr Vlir U=H72 99, o VWO II rwo18 I VYO� WQ 16 Yat 1 1 NMtt fM.af f'- a" 15 14 12 1 ' I ; I Ml.n 1 1 rltn I I M+n j I •pry I � � � I IIIIII IIII III DLI L VIII IIIIII L ---J L___ j i --__ I J I nmi, I nme i I IIII IIIIIIIIIIIIIII IIIIII i! -,. rwa Wall A . I I 11 I sssof I 10 • I I I III I I I I I I I I I I I I I I I'il I it I Mia I I nay I weruno uurrEn I I, I I I I I, I I I� I I I � a III II VIII II II III 111 I I I � • � � � � "Ill III lllllli 11!11111 IIII, . _ I IIIIIIIIIIIIIII i!IIIIIIIIIIIIIII11 iffiff l i l I i sari r w !11111 IIIII111,. WallB The applicant proposes a retaining Wall A along the western property line that will wrap around the southern edge of Lots 16, 17 and 18. This wall is approximately 415 feet long, with a height of 7 feet along the western property line and a height of 8 feet along the south. Wall A shall be owned and maintained by the HOA. The Emergency Overflow (EOF) between Lots 15 and 16 shall be directed away from Wall A. Staff recommends adjusting the low point of the street to between Lots 14 and 15. The grading plan for Lot 18 shows a 3:1 slope from the building pad to the edge of the property. This is likely to be problematic for the future homeowner's use of their yard and construction of a future patio. It is likely that additional retaining walls will be constructed on this lot. Retaining Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 10, 2017 Page 6 walls on Lot 18 cannot be constructed in a proximity to Wall A that would affect that structure unless the design is signed by a structural engineer licensed in the State of MN and takes the effect on Wall A into account for the design. Staff recommends the applicant revise the grading design to create a level portion of the yard for Lot 18. Wall B is proposed near the proposed trail extension along Highway 101 and connecting to the retaining wall constructed with the Foxwood development to the south. Wall B is approximately 250 feet long and 6 feet tall. Top and bottom wall elevations shall be added to the grading plan. This wall shall be a distance of 3 feet preferred (20" minimum) from the trail. The city will own and maintain Wall B as it is constructed to support the earth and grading for the public trail along State Highway 101. A fence is required at any location where a wall is greater than 6 feet tall and within 10 of Crossroads Court or the public trail system. Fence shall be no closer than 3 feet preferred (20" minimum) from the trail. If preferred horizontal clearance cannot be achieved, warning signage on the trail is required. STREETS The applicant proposes construction of a private cul-de-sac named Crossroads Court. It is 24 feet wide and approximately 690 -foot long. Crossroad Court uses the existing access off of Lyman Boulevard and the plan set shows the removal of the existing access off State Highway 101. The profile of this street shows two changes of grade without the vertical curves that are required by City Code. The applicant's engineer shall work with city staff to either remove these grade changes or incorporate vertical curves into the profile. The horizontal alignment of Crossroads Court includes a 60 -foot radius curve. This radius does not meet requirements for a 30 mph roadway without superelevation per the MnDOT Roadway Design Manual. The applicant shall submit documentation for the design speed used for Crossroads Court and the anticipated signed speed. Speed signage for this curve shall be required. This private street will be owned and maintained by a Homeowners Association. A street light is required at the intersection of Lyman Boulevard and Crossroads Court. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. DRIVEWAYS, SIDEWALKS AND TRAILS The grading plan shall be revised to show driveway locations, or if house plans are unknown show a 30 -foot wide driveway access. The plan does not show the driveways, but does note the Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 10, 2017 Page 7 slopes for the driveways. The Lot 15 driveway slope is 10.4% and shall be revised. Driveway slopes shall be no greater than 10%. All driveways shall follow City Code §20-1122. The applicant shall construct a trail on the west side of TH 101, which shall be owned and maintained by the city. A retaining wall, Wall B, will be constructed in conjunction with the trail to support the grading needed for trail construction. The city will own and maintain Wall B. A fence is required at any location where a wall is greater than 6 feet tall and within 10 of Crossroads Court or the public trail system. Fence shall be no closer than 3 feet preferred (20" minimum) from the trail. If preferred horizontal clearance cannot be achieved, warning signage on the trail is required. The applicant's engineer's estimate for the cost associated with the trail construction is $82,778.23 to be paid by the city. An Limited Use Permit is required for the trail and retaining will within MnDOT right-of-way. The applicant has been working with city staff on the LUP application. A 5 -foot sidewalk is proposed to connect the development to the proposed State Highway 101 trail. The grading plan shows a 10% slope on the sidewalk. The applicant shall revise the grading plan or the sidewalk alignment to reduce the slope to meet ADA requirements. Pedestrian ramps to be installed as part of this project shall follow the MnDOT standard details for pedestrian ramp construction. SANITARY SEWER AND WATERMAIN Sanitary Sewer The applicant proposes to connect to the city sanitary system by tapping into an existing manhole located on the northwest part of the parcel at the access to Lyman Boulevard. This connection is at a depth that allows gravity sanitary sewer access to all the proposed lots on this development. The minimum sanitary sewer grade that the city will accept is 0.40%; therefore, setting the design grade to this minimum is not advisable. The plan must have a design grade that the developer and engineer are confident that the construction process will achieve the minimum of 0.40°/x. If the grade is flatter than 0.40% at the time acceptance is requested, the city will require the sanitary sewer be excavated and reconstructed to meet the grade requirement. Staff recommends use of 0.50% minimum design grade. The sanitary sewer main on site will be 8 -inch PVC and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. The applicant shall revise their sanitary sewer plan to minimize the number of structures by eliminating MH#I and adjusting the location of MH#2. The location of MH#3 shall be adjusted to reduce the spacing between MHO and MH#4 for ease of maintenance. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 10, 2017 Page 8 The proposed sanitary sewer shall become city -owned after construction and acceptance by the City Council. Water Main The developer shall connect to an existing watermain stub on the property near the Lyman Boulevard access and loop their water through a connection to the 12" existing watermain along State Highway 101. The 8 -inch watermain pipe plans shall be revised to call out C900 as the pipe material and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. The proposed water main shall become city -owned after construction and acceptance by the City Council. 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." The applicant shall meet the minimum requirements for stormwater set forth in City Code §9 -VII and requirements of the Riley - Purgatory -Bluff Creek Watershed District. The city's consultant, WSB Engineering, has reviewed the stormwater plans submitted May 23, 2017. Based on the submittal, the applicant's design meets the requirements for volume control, rate control and water quality. Storm Water Utility Connection Charges These fees can be credited up to 50% if the design has a reasonable expectation of achieving abstraction of the fust 1.1 inches of runoff from all proposed hardcover on the site. The wetland and buffer and upland area put into the outlot will be removed from the assessed property. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 10, 2017 Page 9 This fee and credits are calculated as shown in the table below. SURFACE AREA PER FEE ACRE ACRES FEE WATER GROSS AREA $8,080 8.5 $ 68,680.00 DEVELOPMENT OUTLOT E - Wedand and Buffer $8,080 -3.24 $ 26 179.20 FEE ITEM ABSTRACTION PROVIDED REMOVED CREDIT NET AREA 6,189 5.26 $ 42 0.80 The SWMP Fee is $42,500.80. The SWMP Credit given for meeting the 1.1" volume abstraction is $10,625.46. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat is $31,875.34. ASSESSMENTS Water and sewer partial hook-ups are due at the time of final plat. For 18 units, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. LANDSCAPING MISCELLANEOUS i The intersection of Highway Lyman - � Y 101 andkLAN Boulevard is a key gateway and crossroad in the community. The city is requiring that development at the corners provide a gateway treatment of fencing. The developer shall install �CONCEP a gateway element similar to that at Southwest Village which includes decorative fencing and landscaping. VOLUME VOLUME %of1.1" SURFACE WATER for 1.1" REMOVAL VOLUME CREDIT ITEM ABSTRACTION PROVIDED REMOVED CREDIT Infiltration 6,189 6189.15 100% $ 10,625.46 The SWMP Fee is $42,500.80. The SWMP Credit given for meeting the 1.1" volume abstraction is $10,625.46. The applicant must still verify that the 1.1" abstraction is met for the site. The net SWMP Fee due at the time of final plat is $31,875.34. ASSESSMENTS Water and sewer partial hook-ups are due at the time of final plat. For 18 units, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. LANDSCAPING MISCELLANEOUS i The intersection of Highway Lyman - � Y 101 andkLAN Boulevard is a key gateway and crossroad in the community. The city is requiring that development at the corners provide a gateway treatment of fencing. The developer shall install �CONCEP a gateway element similar to that at Southwest Village which includes decorative fencing and landscaping. Todd Gerhardt Arbor Glen - Planning Case 2015-16 July 10, 2017 Page 10 Additionally, the development plans show an entrance monument in Outlot A. This monument, as shown, does not comply with city code requirements. Monument signs must be a minimum of 10 feet from the property line and outside of the pipeline easement. A separate sign permit application and review is required prior to the installation of such signage. COMPLIANCE TABLE Lot 18 - 20 foot perimeter setback Setbacks: front -25 -ft. to curb, side street -10 -ft., rear -0 -ft., wetland buffer -20 ft., buffer setback - 30 ft. Hard Cover: Maximum 2,942 square feet per lot Area (sq. ft.) Width (ft. Depth ft. Hard Cover Max. sq. ft. Notes Code 5,000 50 100 2,942 L 1, BI 7,143 66 109 2,942 Comer lot L 2, B 1 6,393 56 115 2,942 L 3, B 1 6,656 54 119 2,942 L4,13 1 6,603 54 122 2,942 L5,13 1 6,604 54 1 122 2,942 L 6, B 1 6,603 54 122 2,942 L 7, B 1 6,603 54 122 2,942 L8, B 1 6,300 54 116 2,942 L 9, B 1 13,447 97 137 2,942 Eastern Perimeter L10, B 1 13,597 98 141 2,942 Eastern Perimeter LI 1, B 1 6,830 57 125 2,942 L12, B 1 6,411 54 113 2,942 L13, B 1 6,053 54 112 2,942 L14, B 1 5,976 54 111 2,942 L 15 B 1 6,323 57 111 2,942 1-16,13 1 6,277 57 110 2,942 Wetland L17,13 1 5,572 54 103 2,942 Wetland 1,18, B 1 9,962 90 113 2,942 Wetland, Western perimeter 20 foot setback Outlot A 2,441 Entrance Monument (0.06 acres Outlot B 34,787 Green Space/ Pipeline Easement 0.8 acres Outlot C 29,047 Private Street 0.67 acres Outlot D 29,047 Storm water pond/infiltration 0.67 acres Outlot E 140,942 Wetland and buffer 3.24 acres Total 369,617 8.49 acres Lot 18 - 20 foot perimeter setback Setbacks: front -25 -ft. to curb, side street -10 -ft., rear -0 -ft., wetland buffer -20 ft., buffer setback - 30 ft. Hard Cover: Maximum 2,942 square feet per lot Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 10, 2017 Page 11 a. Setbacks The PUD ordinance requires setbacks from roadways and exterior property lines. The following table displays those setbacks. #Western Perimeter is 20 Feet * The entire development, including the private street and outlots, may not exceed 25 percent hard coverage. DEVELOPMENT CONTRACT The attached development contract incorporates the conditions of approval for the final plat and construction plans and specifications. A $771,021.41 financial security is required to guarantee compliance with the terms of the development contract relating to site grading, erosion control, the installation of public utilities, private stormwater systems, one-year of public street light operating costs, engineering, surveying, inspection, landscaping and topsoil. The cash fees for this project total $213,482.72. 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. Standards Highway 101 and Lyman Blvd. 50 feet Perimeter Project Lot Lines 50 feet# Gas Pipeline 20 feet from easement Front - Interior private street 25 feet to curb; side yard (street) 10 feet to curb Side Lot Line 6 feet Hard Surface Coverage Maximum 2,942 square feet per lot Wetland: Buffer and buffer setback 20 feet and 30 feet Bluff Creek Primary zone boundary 40 feet Building Height 35 feet #Western Perimeter is 20 Feet * The entire development, including the private street and outlots, may not exceed 25 percent hard coverage. DEVELOPMENT CONTRACT The attached development contract incorporates the conditions of approval for the final plat and construction plans and specifications. A $771,021.41 financial security is required to guarantee compliance with the terms of the development contract relating to site grading, erosion control, the installation of public utilities, private stormwater systems, one-year of public street light operating costs, engineering, surveying, inspection, landscaping and topsoil. The cash fees for this project total $213,482.72. 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. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 10, 2017 Page 12 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. Engineering: 1. There is an existing field entrance (curb cut) on 101. The curb cut shall be removed since access will be from CSAH 18. *This condition has been met. 2. The drainage along the corridor right-of-way should remain in a similar flow direction. It appears from the contours that with the building of the berm there may be an area that does not drain. *This condition has been met. 3. Any grading or other work within the road right-of-way will require a permit from Carver County. *This condition still applies. 4. The city shall require a drainage and utility easement to be granted over Outlot A. *This condition no longer applies. 5. A 10 -foot easement is required on the rear lot lines of Lots 1 through 9, Block 3. *This condition shall be modified as follows: A 10 -foot easement is required on the rear lot lines of Lots 1910 -18, Block 31. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 10, 2017 Page 13 6. The topography must show 100 feet beyond the property boundary to the west, including the first floor elevation of the building on the adjacent lot. *This condition has been met. The grading plan must be revised to include the house pads and driveway locations. This condition shall be modified as follows: The grading plan must be revised to include the house pads and driveway locations, or if house plans are unknown show a 30 -foot wide driveway access prior to grading. 8. The low floor elevations of these proposed homes must be revised to comply with a three-foot separation from groundwater encountered during construction. This condition shall be modified as follows: homag If water is encountered at any lot during construction, the low floor elevations of these proposed homes must be revised to comply with a three-foot separation from groundwater . This shall be coordinated with the Building Official. 9. The lowest building openings of Lots 5 and 6, Block 3 must be adjusted to a minimum of one foot above the emergency overflow (EOF) elevation or the EOF must be relocated. *This condition no longer applies. 10. A standard lot benching detail shall be included in the plan set. *This condition has been met. 11. The grading plan must be revised at the back of Lot 5, Block 2, between Lots 2 and 3, Block 3 and between the retaining walls to be no greater than 3:1. This condition shall be modified as follows: The .»...ding plant be feNised e` eBleekebetween bets 2 and e Bleek 3 and between the »b, alls to be Graded slopes shall not exceed 3:1 ratio. 12. The Surface Water Pollution Prevention Plan with all elements required by the NPDES Construction Permit shall be prepared and supplied to the city for approval with the final plat and prior to any earth -disturbing activities. *This condition still applies. 13. Proof of the NPDES Construction Permit having been procured by the applicant shall be supplied to the city prior to any earth -disturbing activities. *This condition still applies. 14. The entire buffer area shall be placed into Oudot C and the outlot shall be dedicated to the city. *This condition shall be modified as follows: The Outlot E E -and the ou let shall be dedicated to the city. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 10, 2017 Page 14 15. The trident underground storage and filtration system shall be located in a separate outlot from Outlot C. *This condition no longer applies. 16. A detailed planting schedule, including types and size of plants if plugs are to be used or the seed composition, source and application rate and method if the area is to be seeded, must be provided to the city for review and approval before final plat. Yellow tags for the plant source must be provided to the city. The plants shall be native and free of neonicotinoids. *This condition still applies. 17. A detailed maintenance schedule for establishment of vegetation within the primary zone and buffer shall be provided to the city before final plat. *This condition still applies. 18. The soils within the buffer area shall be prepared by ripping to a depth of 12 inches to loosen them and shall meet MnDOT Specification 3877-3 for Sandy Clay Loam Topsoil Borrow. *This condition still applies. 19. All residential lots shall have a minimum of six inches of topsoil meeting the specifications for MnDOT Specification 3877-1 for Common Topsoil Borrow placed on all areas to be seeded or sodded. *This condition still applies. 20. Monuments indicating the Bluff Creek Overlay District shall be placed at every other property corner and at an angle of deflection greater than seven percent, but in no case shall they be greater than 150 feet apart. The signs shall be installed immediately subsequent to completion of final grade below the wall and before any building permits are issued for Lots 2 through 11, Block 3. The plans shall be changed to reflect this requirement before final plat. *This condition still applies. 21. Retaining walls shall be owned and maintained by a Homeowners Association (HOA). The plan set shall call out the material for these retaining walls. *This condition still applies. 22. Walls over six feet tall (Wall B) shall not be boulder walls. Tiered boulder walls with a combined total height greater than six feet tall must have adequate spacing between such that they do not structurally impact one another. *This condition has been met. 23. The vegetation between tiered walls shall be low or no maintenance. *This condition no longer applies. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 10, 2017 Page 15 24. The emergency overflow (EOF) between Lots 5 and 6, Block 3 flows towards Wall A and Wall B. Staff will work with the engineer designing the stormwater system and the structural engineer designing the walls regarding conveyance of the water or relocation of this EOF. *This condition shall be modified as follows: The emergeney eveffiew (EOF) between Lots 5 and f B. engineer ,1 g the eta ate stem and the ..4uet.. ..1 eagifieer de g the ..11.. The Emergency Overflow (EOF) between Lots 15 and 16 shall be directed away from Wall A. Staff recommends adjusting the low point of the street to between Lots 14 and 15. 25. A vertical curve is required for the transition between +3.14% and -1.57% grade on the South Private Drive. *This condition shall be modified as follows: A vertical curve is required at €ef the transitions between street ".1 A0' and 1.579; grades on Crossroads Court the Seuth P;ivete The applicant's engineer shall work with city staff to either remove these grade changes or incorporate vertical curves into the profile. 26. The curve and line table for the horizontal alignments of all streets must be revised to be consistent with the plan sheets. *This condition has been met. 27. The specifications for this project must be revised to match the current City of Chanhassen Standard Specifications and Detail Plates and the proposed plan set, including but not limited to the pavement design. *This condition has been met. 28. The applicant's engineer shall submit documentation for the design speed selection and show turning movements in the plan set to demonstrate that larger vehicles will be able to navigate the roadway curvature. *This condition shall be modified as follows: The horizontal alignment of Crossroads Court includes a 60 -foot radius curve. The applicant's engineer shall submit documentation for the design speed selection and show turning movements in the plan set to demonstrate that larger vehicles will be able to navigate the roadway curvature. Speed signage for this curve shall be required prior to construction. 29. The applicant must obtain permits from Carver County for construction of an access and all other work in their right-of-way. They must also comply with the comments received from the Carver County Engineering Office. *This condition still applies. 30. An ADA -compliant pedestrian ramp shall be constructed where the trail intersects Lyman Boulevard. *ibis condition has been met. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 10, 2017 Page 16 31. The City of Chanhassen Standard Detail Plates for pedestrian ramps shall be added to the plan set. *This condition has been met. 32. The applicant must obtain a permit for any work in the MnDOT right-of-way. *This condition still applies. 33. Profile grades shall be shown for the sidewalk and bituminous trail. *This condition has been met. 34. The plan must have a design grade that developer and engineer are confident that the construction process will achieve the minimum of 0.40%. If the grade is flatter than 0.40% at the time o acceptance is requested, the city will require the sanitary sewer be excavated and reconstructed to meet the grade requirement. Staff recommends use of 0.50% minimum design grade. *This condition still applies. 35. The 8 -inch watermain pipe plans shall be revised to call out C900 as the pipe material and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. *This condition still applies. 36. The watermain connection to Highway 101 shall be relocated away from the stormwater infiltration system. *This condition no longer applies. 37. The proposed sanitary sewer and water main shall become city -owned after construction and acceptance by the city council. *This condition still applies. 38. The applicant must meet the storm water management standards prescribed in Section 19- 144 of city code which incorporates the NPDES construction permit by reference. This requires a volume reduction of 1.0 inches of water quality volume from all new impervious surfaces or provide evidence that the site, in its entirety, meets the criteria by which infiltration is infeasible as discussed in the NPDES permits. If adequate evidence is provided that infiltration is found to be infeasible, then the applicant must evaluate other methods of abstraction. *This condition still applies. 39. The proposed storm water management system must meet the required reduction in total phosphorus and total suspended solids. *This condition still applies. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 10, 2017 Page 17 40. The stormwater catch basins inside the cul-de-sac bubble shall be relocated to the curb line and comply with the Chanhassen Standard Detail for cul-de-sacs. *This condition no longer applies. 41. A Homeowners Association (HOA) must be established that is responsible for the maintenance and operation of the trident system if it is approved. *This condition shall be modified as follows: A Homeowners Association (HOA) must be established that is responsible for the maintenance and operation of the tiident water reuse system if it is approved. 42. The city -authored maintenance agreement for stormwater management facilities shall be revised accordingly, executed and recorded against the property. *This condition still applies. 43. The applicant shall develop an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. *This condition still applies. 44. SWMP fees estimated to be $33,346.50 are due at the time of final plat. *This condition shall be modified as follows: SWMP fees estimated to be $31,875.34 $33,346.5 are due at the time of final plat. 45. The applicant is responsible for applying for, procuring approvals from and meeting the requirements of all other agencies with jurisdiction over the project including, but not limited to, the Minnesota Pollution Control Agency and the Riley -Purgatory -Bluff Creek Watershed District. *This condition still applies. 46. 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 shall be modified as follows: Water and sewer partial hookups are due at the time of final plat. For 18 units, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. The pai4ial hookup fees will be Based on review of the final plat submittal, staff recommends the following conditions be added: 1. Encroachment agreements are required for any retaining walls located within a drainage and utility easement prior to construction of the walls. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 10, 2017 Page 18 2. The applicant shall install draintile on Lots 2 and 3 and dedicate a drainage and utility easement over the backyard drainageway with the final plat. 3. Any draintile that crosses lot lines shall be owned and maintained by an HOA. 4. The erosion control plan shall be revised to show perimeter control around the stormwater pond until final stabilization. 5. The plan shall note that erosion controls matting adjacent to the DNR Public Water be without netting to avoid trapping wildlife. 6. Top and bottom wall elevations for Wall B shall be added to the grading plan prior to the start of construction. 7. A fence is required at any location where a wall is greater than 6 feet tall and within 10 of Crossroads Court or the public trail system. Fence shall be no closer than 3 feet preferred (20" minimum) from the trail. If preferred horizontal clearance cannot be achieved, warning signage on the trail is required. This must be complete prior to the city's acceptance of the public trail. 8. A street light is required at the intersection of Lyman Boulevard and Crossroads Court. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. 9. The Lot 15 driveway slope is 10.4% and shall be revised prior to grading. Driveway slopes shall be no greater than 10%. 10. All driveways shall follow City Code §20-1122. 11. The grading plan shows a 10% slope on the sidewalk. The applicant shall revise the grading plan or the sidewalk alignment to reduce the slope to meet ADA requirements prior to construction. 12. The location of Sanitary MHO shall be adjusted to reduce the spacing between MHO and MH#4 for ease of maintenance prior to construction of the utilities. 13. The applicant shall verify that they have meet the minimum requirements for stormwater set forth in City Code §9 -VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District prior to grading on site. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 10, 2017 Page 19 Environmental Resources: 1. A total of 18 additional overstory trees shall be planted throughout the development. The applicant will submit a revised landscape plan. *This condition has been met. 2. A wetland buffer restoration plan shall be included in the revised landscape plan. *This condition has been met. 3. The applicant shall submit a tree inventory and tree preservation calculations as required by ordinance prior to final plat review and approval. *This condition has been met. Fire: Providelmaintain three-foot clear space around fire hydrants. *This condition still applies. 2. The two private driveways will be required to have address signage which shall be submitted to the Chanhassen Building Official and Fire Marshal for review and approval. *This condition has been met. "Crossroads Court" is acceptable. 3. Relocate the proposed fire hydrant located by Lot 1, Block 2 to the property line between Lots 3 and 4, Block 2. *This condition has been met. 4. Prior to combustible home construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. *This condition still applies. 5. Street signs (temporary allowed) shall be installed prior to building permits being issued. The Fire Marshal must approve street signage. *This condition still applies. 6. Prior to combustible construction fire hydrants shall be made serviceable. *This condition still applies. Parks: 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication. *This condition still applies. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 10, 2017 Page 20 2. Construction of Great Plains Boulevard trail from the southwest intersection of Lyman Boulevard and Great Plains Boulevard traveling south for approximately 675 feet to the southern terminus of the property. The developer shall provide design, engineering, construction and testing services required of the Great Plains Boulevard trail. All construction documents, including material costs, shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of construction. The trail shall be 10 feet in width, surfaced with asphalt and constructed to meet all city specifications. The applicant shall be reimbursed by the city for the cost of the aggregate base, trail surfacing, and storm water systems utilized to construct the trail as well as for redesign of the plans if necessary. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation, design, engineering and testing services are not reimbursable expenses. *This condition shall be modified as follows: Construction of Great Plains Boulevard trail from the southwest intersection of Lyman Boulevard and Great Plains Boulevard traveling south for approximately 675 feet to the southern terminus of the property. The developer shall provide design, engineering, construction and testing services required of the Great Plains Boulevard trail. All construction documents, including material costs, shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of construction. The trail shall be 10 feet in width, surfaced with asphalt and constructed to meet all city specifications. The applicant shall be reimbursed by the city for the cost of the aggregate base, trail surfacing, retaining wall and storm water systems utilized to construct the trail as well as for redesign of the plans if necessary. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation, design, engineering and testing services are not reimbursable expenses. Planning: 1. The developer shall install a gateway element similar to that at Southwest Village which includes decorative fencing and landscaping. *This condition still applies. RECOMMENDATION Staff recommends approval of the final plat, development contract and plans and specifications prepared by Sathre-Berquist, dated 4/21/2017 for Arbor Glen subject to the following conditions: Building: 1. Final grading plans and soil reports must be submitted to the Inspections Division before building permits will be issued. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 10, 2017 Page 21 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. 5. Proper removal, abandonment or sealing of storage tanks, on-site septic systems, wells, etc. is required. Permits are required, as applicable. Engineering: 1. Any grading or other work within the road right-of-way will require a permit from Carver County. 2. A 10 -foot easement is required on the rear lot lines of Lots 10 - 18, Block 1. 3. The grading plan must be revised to include the house pads and driveway locations, or if house plans are unknown show a 30 -foot wide driveway access prior to grading. 4. If water is encountered at any lot during construction, the low floor elevations of these proposed homes must be revised to comply with a three-foot separation from groundwater. This shall be coordinated with the Building Official. 5. Graded slopes shall not exceed 3:1 ratio. 6. The Surface Water Pollution Prevention Plan with all elements required by the NPDES Construction Permit shall be prepared and supplied to the city for approval with the final plat and prior to any earth -disturbing activities. 7. Proof of the NPDES Construction Permit having been procured by the applicant shall be supplied to the city prior to any earth -disturbing activities. 8. The Outlot E shall be dedicated to the city. 9. A detailed planting schedule, including types and size of plants if plugs are to be used or the seed composition, source and application rate and method if the area is to be seeded, must be provided to the city for review and approval before final plat. Yellow tags for the plant source must be provided to the city. The plants shall be native and free of neonicotinoids. 10. A detailed maintenance schedule for establishment of vegetation within the primary zone and buffer shall be provided to the city before final plat. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 10, 2017 Page 22 11. The soils within the buffer area shall be prepared by ripping to a depth of 12 inches to loosen them and shall meet MnDOT Specification 3877-3 for Sandy Clay Loam Topsoil Borrow. 12. All residential lots shall have a minimum of six inches of topsoil meeting the specifications for MnDOT Specification 3877-1 for Common Topsoil Borrow placed on all areas to be seeded or sodded. 13. Monuments indicating the Bluff Creek Overlay District shall be placed at every other property comer and at an angle of deflection greater than seven percent, but in no case shall they be greater than 150 feet apart. The signs shall be installed immediately subsequent to completion of final grade below the wall and before any building permits are issued for Lots 2 through 11, Block 3. The plans shall be changed to reflect this requirement before final plat. 14. Retaining walls shall be owned and maintained by a Homeowners Association (HOA). The plan set shall call out the material for these retaining walls. 15. The Emergency Overflow (EOF) between Lots 15 and 16 shall be directed away from Wall A. Staff recommends adjusting the low point of the street to between Lots 14 and 15. 16. A vertical curve is required at transitions between street grades on Crossroads Court. The applicant's engineer shall work with city staff to either remove these grade changes or incorporate vertical curves into the profile. 17. The horizontal alignment of Crossroads Court includes a 60 -foot radius curve. The applicant's engineer shall submit documentation for the design speed selection and show turning movements in the plan set to demonstrate that larger vehicles will be able to navigate the roadway curvature. Speed signage for this curve shall be required prior to construction. 18. The applicant must obtain permits from Carver County for construction of an access and all other work in their right-of-way. They must also comply with the comments received from the Carver County Engineering Office. 19. The applicant must obtain a permit for any work in the MnDOT right-of-way. 20. The plan must have a design grade that developer and engineer are confident that the construction process will achieve the minimum of 0.40%. If the grade is flatter than 0.40% at the time e€acceptance is requested, the city will require the sanitary sewer be excavated and reconstructed to meet the grade requirement. Staff recommends use of 0.50% minimum design grade. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 10, 2017 Page 23 21. The 8 -inch watermain pipe plans shall be revised to call out C900 as the pipe material and shall be installed per the City of Chanhassen Standard Specifications and Detail Plates. 22. The proposed sanitary sewer and water main shall become city -owned after construction and acceptance by the city council. 23. The applicant must meet the storm water management standards prescribed in Section 19- 144 of city code which incorporates the NPDES construction permit by reference. This requires a volume reduction of 1.0 inches of water quality volume from all new impervious surfaces or provide evidence that the site, in its entirety, meets the criteria by which infiltration is infeasible as discussed in the NPDES permits. If adequate evidence is provided that infiltration is found to be infeasible, then the applicant must evaluate other methods of abstraction. 24. The proposed storm water management system must meet the required reduction in total phosphorus and total suspended solids. 25. A Homeowners Association (HOA) must be established that is responsible for the maintenance and operation of the water reuse system if it is approved. 26. The city -authored maintenance agreement for stormwater management facilities shall be revised accordingly, executed and recorded against the property. 27. The applicant shall develop an operations and maintenance manual which shall specify anticipated inspection and maintenance, as well as schedule, necessary to ensure there is not significant decreases in the practices' efficacies. This operations and maintenance manual shall be referenced in the maintenance agreement. 28. SWMP fees estimated to be $31,875.34 are due at the time of final plat. 29. The applicant is responsible for applying for, procuring approvals from and meeting the requirements of all other agencies with jurisdiction over the project including, but not limited to, the Minnesota Pollution Control Agency and the Riley -Purgatory -Bluff Creek Watershed District. 30. Water and sewer partial hookups are due at the time of final plat. For 18 units, the sanitary partial fee is $12,438.00 and the water partial fee is $38,646.00. The remaining hook-up fees will be due with the building permit at the rate in effect at that time. 31. Encroachment agreements are required for any retaining walls located within a drainage and utility easement prior to construction of the walls. 32. The applicant shall install draintile on Lots 2 and 3 and dedicate a drainage and utility easement over the backyard drainageway with the final plat. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 10, 2017 Page 24 33. Any draintile that crosses lot lines shall be owned and maintained by an HOA. 34. The erosion control plan shall be revised to show perimeter control around the stormwater pond until final stabilization. 35. The plan shall note that erosion controls matting adjacent to the DNR Public Water be without netting to avoid trapping wildlife. 36. Top and bottom wall elevations for Wali B shall be added to the grading plan prior to the start of construction. 37. A fence is required at any location where a wall is greater than 6 feet tall and within 10 of Crossroads Court or the public trail system. Fence shall be no closer than 3 feet preferred (20" minimum) from the trail. If preferred horizontal clearance cannot be achieved, warning signage on the trail is required. This must be complete prior to the city's acceptance of the public trail. 38. A street light is required at the intersection of Lyman Boulevard and Crossroads Court. This light shall be owned by the city and maintained by MVEC (Minnesota Valley Electric Company). A $300 fee shall be collected with the development contract for electricity costs for the first year of operation. 39. The Lot 15 driveway slope is 10.4% and shall be revised prior to grading. Driveway slopes shall be no greater than 10%. 40. All driveways shall follow City Code §20-1122. 41. The grading plan shows a 10% slope on the sidewalk. The applicant shall revise the grading plan or the sidewalk alignment to reduce the slope to meet ADA requirements prior to construction. 42. The location of Sanitary MHO shall be adjusted to reduce the spacing between MHO and MH#4 for ease of maintenance prior to construction of the utilities. 43. The applicant shall verify that they have meet the minimum requirements for stormwater set forth in City Code §9 -VII and requirements of the Riley -Purgatory -Bluff Creek Watershed District prior to grading on site. Todd Gerhardt Arbor Glen — Planning Case 2015-16 July 10, 2017 Page 25 Fire: 1. Providelmaintain three-foot clear space around fire hydrants. 2. Prior to combustible home construction, fire apparatus access roads capable of supporting the weight of fire apparatus shall be made serviceable. 3. Street signs (temporary allowed) shall be installed prior to building permits being issued. The Fire Marshal must approve street signage. 4. Prior to combustible construction fire hydrants shall be made serviceable. Parks: 1. Full park dedication fees shall be collected per city ordinance in lieu of requiring parkland dedication. 2. Construction of Great Plains Boulevard trail from the southwest intersection of Lyman Boulevard and Great Plains Boulevard traveling south for approximately 675 feet to the southern terminus of the property. The developer shall provide design, engineering, construction and testing services required of the Great Plains Boulevard trail. All construction documents, including material costs, shall be delivered to the Park and Recreation Director and City Engineer for approval prior to the initiation of construction. The trail shall be 10 feet in width, surfaced with asphalt and constructed to meet all city specifications. The applicant shall be reimbursed by the city for the cost of the aggregate base, trail surfacing, retaining wall and storm water systems utilized to construct the trail as well as for redesign of the plans if necessary. This reimbursement payment shall be made upon completion and acceptance of the trail and receipt of an invoice documenting the actual costs for the construction materials noted. Labor and installation, design, engineering and testing services are not reimbursable expenses. Planning: 1. The developer shall install a gateway element similar to that at Southwest Village which includes decorative fencing and landscaping. ATTACHMENTS 1. Development Contract 2. Reduced Copy Final Plat. 3. Memorandum from WSB to Alyson Fauske dated May 9, 2017. 4. Reduced Copy of Plan Sets Prepared By Sathre-Berquist dated Revised 4/21/17 sheets 1 -11 g:\plan\2015 planning cases\2015-16 arbor glen\final plaflstaff report fp arbor glen revised2017.doc CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES CONDITIONAL USE PERMIT #2015-16 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for the following use: For the Arbor Glen residential development project to develop within the Bluff Creek Overlay District 2. Property. The permit is for the following -described property located at 9170 Great Plains Boulevard ("subject property") in the City of Chanhassen, Carver County, Minnesota: All Lots, Blocks and Outlots, Arbor Glen Addition, Carver County, Minnesota 3. Conditions. The permit is issued subject to the following conditions: a. The developer may dedicate Outlot C to the City. b. The developer shall prepare a restoration plan for the Bluff Creek Corridor. c. The buffer will be required to have a vegetation management plan and soil amendments. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penaltv. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: July 11, 2016 CITY OF CHANHASSEN (SEAL) STATE OF MINNESOTA ( ss COUNTY OF CARVER By:�--06� By: Todd Gerhardt, City Manager The foregoing instrument was acknowledged before me n.day of, 2016, by Denny Laufenburger Mayor and Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to authority granted by its City Council. DRAFTED BY: City of Chanhassen P.O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 , /V W OF I .: 1A= R20