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printsetC.S.A.H NO. 18 (LYMAN BLVD.) / I _O ENTRANCE MONUMENT UTLOT A JTLOT E / / -- -- WILLIAM PIPELINE EASEMENT ___ O_ �As �A= GAS GAS GAS GA= GAS _ _ _ _ _ _ _ _ - JI,I I1 w _ \POND M1 Drawdown -8960 k NWL 899.590 y y y III V — HVJL 3.5 I III IIIIIIIIIIIIII I IIIIIIIIIII I'lll II 0 Z 2 W Q U) SITE INFORMATION CURRENTLY ZONED 2030 LAND USE PLAN PROPOSED ZONING MIN LOT LOT FRONTAGE MIN LOT DEPTH SETBACK A2 AGRICULTURE 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 B3 10 FT SIDE LOT LINE= 6 FT SIDE STREET = 10 FEET(CURB) WETLAND CITY CODE TYPE MANAGE1 PERMANENT BUFFER WIDTH 25 FT STRUCTURE SETBACK 30 FT RILEY PURGATORY 60' FT BUFFER AVERAGING = MIN 30 FT, MAX 120 FT LOWEST FLOOR 3 FT ABOVE 100 YR FLOOD ELEVATION SYMBOL LEGEND DESCRIPTION ION PRO SED EXISTINMING 150 S. BROADWAY 2 WAYZATA, MN 55391 MAJORCONTOUR Sanitary Sewer and Watermain Plan MARK EKLO LOT LINE 3360 BAVARIA RD. FAX: (952) 476-0104 WATERMAIN WM WM 1 �I I� — -7I IF- — 2 I DANIEL SCHMIDT T T-7 DRAINAGE AND UTILITY EASEMENTS CURB AND GUTTER — -T ---- TF - RIGHT -0F -WAV DRAINTILE WICLEANOUTS ;I 3 BACKYARD CATCH BASIN 4 hll 5 II II 6 II II 7 hll IF 8 hd 9 I FLARED END SECTION -11—P \ — J L --__j JI I— �I I� JI I� 3 O SANITARY SEWER MANHOLE HYDRANT —WMWM— —WMWM —E— ATEVALVEWELL J L--- WELL O O DRAIN FLOWIRUNOFF ARROW \ SOIL BORING LOCATION SILT FENCE TREE PRESERVATION FENCE BARRICADE 0 OR ® Tr OR SPOT ELEVATION TBC SPOT ELEVATION MAGELLAN PIPELINE, L.P. UTILITY POLE it �i il- -i HANDICAP PARKING SPACE t---� r--- r-- A MAGELLAN REPRESENTATIVE » / EXISTING UTILITIES SHOWN - SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT A » / 18 �L-- ;I Imo__ 17 I ; 16 I 151 14 13 III 12a ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. — J DRAWING NAME NO. BY DATE REVISIONS I� \ / CITY PROJECT NO. TITLE ARBOR GLEN GOLF LAKE CONDOS, LLC FILE NO. 23605-001 11 Q1 DLS 07/26/16 WATERSHED REVISIONS J ------Ti 10 MDM 07/26/16 JI IJW 11 I� WATERSHED DISTRICT REV. \ II 12 DLS 01/25/17 II o .,., 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 m `� 04.FRs PSP?2 II II MDM 04/07/17 REVISE SITE PLAN DATE 14 11 OUTLOT Daniel Schmidt, P.E. Date: 01-11-17 Lie. No. 26147 04/08/15 I II 111111 111111 iilliiiil 111111 ilii. 1 1 I I 10 v WETLAND BUFFER 111 11111111 III J I J y y y y y y y ,. 1 11 11 11 II I1� L ----L / L----- _ _ _ _ _ _ _ _ - JI,I I1 w _ \POND M1 Drawdown -8960 k NWL 899.590 y y y III V — HVJL 3.5 I III IIIIIIIIIIIIII I IIIIIIIIIII I'lll II 0 Z 2 W Q U) SITE INFORMATION CURRENTLY ZONED 2030 LAND USE PLAN PROPOSED ZONING MIN LOT LOT FRONTAGE MIN LOT DEPTH SETBACK A2 AGRICULTURE 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 B3 10 FT SIDE LOT LINE= 6 FT SIDE STREET = 10 FEET(CURB) WETLAND CITY CODE TYPE MANAGE1 PERMANENT BUFFER WIDTH 25 FT STRUCTURE SETBACK 30 FT RILEY PURGATORY 60' FT BUFFER AVERAGING = MIN 30 FT, MAX 120 FT LOWEST FLOOR 3 FT ABOVE 100 YR FLOOD ELEVATION SYMBOL LEGEND DESCRIPTION ION PRO SED EXISTINMING 150 S. BROADWAY 2 WAYZATA, MN 55391 MAJORCONTOUR Sanitary Sewer and Watermain Plan MARK EKLO LOT LINE 3360 BAVARIA RD. FAX: (952) 476-0104 WATERMAIN WM WM BUILDING SETBACK BOUNDARY MEKLO@WRD3.COM CONTACT: PARCEL BOUNDARY LINE DANIEL SCHMIDT Excavation and/or Construction Prohibited DRAINAGE AND UTILITY EASEMENTS CURB AND GUTTER RIGHT -0F -WAV DRAINTILE WICLEANOUTS BACKYARD CATCH BASIN CATCH BASINS STORM SEWER MANHOLE --- 301� BE, 6 Be FLARED END SECTION -11—P m STORMSTUCTURELABEL o SANITARYSTUCTURELABEL 3 O SANITARY SEWER MANHOLE HYDRANT —WMWM— —WMWM —E— ATEVALVEWELL WELL O O DRAIN FLOWIRUNOFF ARROW EMERGENCY OVERFLOW -ALE SOIL BORING LOCATION SILT FENCE TREE PRESERVATION FENCE BARRICADE 0 OR ® Tr OR SPOT ELEVATION TBC SPOT ELEVATION MAGELLAN PIPELINE, L.P. UTILITY POLE LIGHT POLEL HANDICAP PARKING SPACE ®, LOCATION MAP EPREPARED BY SHEET HRE­BERGQUIST, INC. GPREPAREDOLF LAKE CONDOS, cFOR 150 S. BROADWAY 2 WAYZATA, MN 55391 CONTACT: Sanitary Sewer and Watermain Plan MARK EKLO PHONE: (952) 476-6000 3360 BAVARIA RD. FAX: (952) 476-0104 CHASKA, MN 55318 http:IA—.sethm.com PHONE: (813) 777-0015 1 Landscape Plan MEKLO@WRD3.COM CONTACT: DANIEL SCHMIDT Excavation and/or Construction Prohibited Schmidt@sathre.com ESNEET 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 1 Landscape Plan 8-11 1 City Details HIGH PRESSURE PIPELINE Excavation and/or Construction Prohibited 50 2I5 0 25 50 100 Without compliance with State One -Call, AND fl ® ® ® ® d rl—rl� --� ::::::::::::�S1ALE IN FEET Without Written Permission From MAGELLAN PIPELINE, L.P. A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINE(S) 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 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. 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. ^ p -;v��// V 1 n A /�D?k?y`�v— /,J`- Lam, .,,�. IC/r l� SERs suR� �`' F'o w N SATHRE-BERGQUIST, INC. CITY PROJECT NO. TITLE ARBOR GLEN GOLF LAKE CONDOS, LLC FILE NO. 23605-001 EKLO BASE 09 DLS 07/26/16 WATERSHED REVISIONS — DRAWN BY 10 MDM 07/26/16 GRADING REVISIONS CHANHASSEN, MINNESOTA IJW 11 DLS 09/12/16 WATERSHED DISTRICT REV. 1 11 CHECKED 8Y 12 DLS 01/25/17 FINAL PLAN SUBMITTAL o .,., 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 m `� 04.FRs PSP?2 DLS 13 MDM 04/07/17 REVISE SITE PLAN DATE 14 DES 04/21/17 REVISE SITE PLAN Daniel Schmidt, P.E. Date: 01-11-17 Lie. No. 26147 04/08/15 (09 bZ6)L 00 1 0 I C.S.A.H NO. 18 (LYMAN BLVD.) ENTRANCE MONUMENT ; _ J BERM BERM �- - --_ - --_ --_ - - Station JTLOT E - --_ - --_ --_ - / /O 't26 --- -- - WILLIAM BRCS. PIPELINE EASEMENT _ OUTLOT A ❑ Delta Angle ) �,nE/ / cns cns cAs cas cns cas cns cns cAs cns cns- 0+00.00 - _2 SETBACK _ I II IIIIII II. -I I 5\ Qe 20'S TBACK FR MEAS MENT - TlZ6)�-(b'OZfi (fi'BL6) - T- T - - ]- -- -- - 1 2 IK� �I I� �I I� 7-T T - - (Z'OZ6) (9 OW (0'LZ6) 1 100.00 �./ (b'LZB) (8'LZ6) 1 (9'LZ6) II4'EL6 de 871,6 d8 6 I I 7 8J 11 II I I £ZL6d8 11 II 4 11 II 5 8 9 9"ZL6 1' Irl. inIII e 4" Topsoil, Seed d8 II II 0"EL6 d8 I I b'EL6 is 8'£L6 89 Z'bL6 d8 1 0"bL6 U8 8� g9 ZZ L"LZ5 dl O'LZ6 jl 9'OZ6 dl 8� 8� I II 8� LZ6 UE1JI g'OZ6 SOJ 6 & Mulch or Sod. FILE NO. IL E'OZ6 d0 I OZ6 dl 11 �E'LZ6 dl 1 G'LZ6 dl L'ZZ6 dl g"ZZ6 dl £ZZ6 dl \ \ zs cuR6 IL 1 9'OZ6H0 I 1O'LZ6 HD II iLt'26 d0 II 4 9'LZ6 d9 11 111 ZZZ6 dEJ) L0 d0I o Tack out - 2357 Surmountable L -__J L ---J L----J�� 5a L ----I L� \ Concrete Curb 100.00 --- 12" -Class 5 Aggregate Base 25032'23" -- a Vl�i✓I R 6 \J -rT---TT__- 1+30.72 Granular Borrow (*See Note 7) \ GF 921.8 GF 920.9-11 IL---_ 7 (- $00 02'04.58"E / - TF 922.1 II TF 9212 11 11 GF 920.8 1 GF 921.6 -GF 921.0 I- GF 921.4 3 n_ 10' WO 1 91 wo I TF 921.1 I �GF 922.E 60 TF TF II 1+84.24 60.00 BE 912.1 1 BF912.2 I 9' WO TF 922.3 R ® WO WO TF 921.7 1 18 it 17 BF912.1 9' wo 11 11 s' wo 11 11 WO Wo BF912.9 11 11 BF912.3 11 S440 11' 55.24"E 88°1941" BE 913.4 BF 914.0 / Plus) ; 12Ilacop IL_ 19-,D, I; 1I (766 15 li 14 13 II 2+76.74 �`' w JI II L L . -J (911.7) I (91,.1) I (912.7) (913.3) L_ I JI IL JI IL S88" 21' 45.91"E _ _ JI F 9225 I I - - - J - _j --_-- TF 922.8 U T ---J L_- _ GF 922.5 AGF 9 L 22..8 3+22.42 300.00 � II VIII IIIii - wO WO VIII OUTLOT BF 914.5 BF 914.5 IIII III IIII IIII S840 54' 24.74"E 6054'42" liii q 11 III 10 IIIIII 3+58.61 (913.8) (913.8) III IL I I I II J 5810 27' 03.57E N WETLAND BUFFER I I J J - 3+90.48 300.00 i L ----J L-----/ S840 59'07 96"E 0 O z _ W U) I 950 940 930 920 910 900 50 25 0 25 50 100 890 SCALE IN FEET n'ORt� 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 PL ( I III I I I V I I I I III III III POND a1 - Station Drewtlawn-096.0 Length NWL 899.5 Delta Angle HWL903.5 O�� IIIIIIIIIIIIIIII I 0+00.00 - 19.46 _ I II IIIIII II. -I I 0 O z _ W U) I 950 940 930 920 910 900 50 25 0 25 50 100 890 SCALE IN FEET n'ORt� 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 PL 15.0' CL 15.0' PL Station Lf o' to Back jA!S to Back Length 12.0' 12.9 Delta Angle Wear Course to be 1/2" 0+00.00 Above Edge of Gutter 19.46 3.0% 2.0% 5\ Qe C1 1 100.00 49.39 1' Irl. inIII e 4" Topsoil, Seed 1 /2"-MNDOT 2360 SPWEB340B & Mulch or Sod. FILE NO. Draintile Tack out - 2357 Surmountable 2"-MNDOT 2360 SPNWB330B Concrete Curb 100.00 44.58 12" -Class 5 Aggregate Base 25032'23" 24" MNDOT 3149.2E Select 1+30.72 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 n To, placement of the bituminous base. 7. A test roll of the prepared subgrade shall be performed by the o er in the presence of a city inspector. The city has the out to equirc additional subgrade correction based on the test roll. & I shall be placed along both sides of roadway. See plate 5232 for details. MfOF TYPICAL RESIDENTIAL STREET SECTION REVISED: 4-14PLATE 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. ROAD 1 Number Station Radius Length Line/Chord Direction Delta Angle L1 0+00.00 BY 19.46 S2" 47'45.88"E C1 0+19.46 100.00 49.39 S11021'16.18"W 28°18'04" L2 0+68.86 FILE NO. 17.28 S25" 30' 18.23"W DLS C2 0+86.14 100.00 44.58 S120 44'06.83"W 25032'23" L3 1+30.72 53.53 $00 02'04.58"E 23605-001 C3 1+84.24 60.00 92.50 S440 11' 55.24"E 88°1941" L4 2+76.74 �`' w 45.68 S88" 21' 45.91"E C4 3+22.42 300.00 36.19 S840 54' 24.74"E 6054'42" L5 3+58.61 31.87 5810 27' 03.57E N C5 3+90.48 300.00 37.01 S840 59'07 96"E 7004'09" L6 4+27.50 DLS 184.35 S88° 31'12.35"E o C6 6+11.85 80.00 55.49 S680 39'01.16"E 39°44'22" L7 6+67.33 /,J`- Lam, .,,n. IC/r l� -;v��// /�D?k?y`�v- 22.71 S48" 46' 49.96"E MINNESOTA 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 WORKAROUND PIPELINE(S) CROSSROADS COURT 950 940 930 920 910 900 890 ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANYAND 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 sUR� 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 SERs F'o - FINAL STREET PLAN 23605-001 DRAWN BY 10 MDM 07/26/16 GRADING REVISIONS SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. �`' w SATHRE-BERGQUIST, INC. IJW 11 DLS 09/12/16 WATERSHED DISTRICT REV. INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. ^ p V 1 n A N CHANHASSEN, ARBOR GLEN 2 CHECKED 8Y 12 DLS 01/25/17 FINAL PLAN SUBMITTAL o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 DLS 13 MDM 04/07/17 REVISE SITE PLAN SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING /,J`- Lam, .,,n. IC/r l� -;v��// /�D?k?y`�v- .,., m `� GtiFRs MINNESOTA GOLF LAKE CONDOS, LLC 11 Daniel Schmidt, P.E. DATE 14 DLS 04/21/17 REVISE SITE PLAN FROM ILLEGITIMATE USE. a P?2 04/08/15 1 Date: 01-11-17 Lie. No. 26147 THE TRENCH DIMEN$IWNS SHOWN ARE APPROXIMATE T E ACTUAL DIMENSIONS SHOULD E DESI GNE BY ABY THE CON CTOR IN ACCORDANCE WITH HA REGULATIONS.. TRENCH BOX -20LX� X6w 'OP OF EXC.-44LX30_ EX MH 1 0.00 C s , _ -- CB 34 v TC922.93 CB 33 15"I NV.917.82 TC 922.7 15' NV.91 .11 O x �- p --_- 0 I- «- 0 LOT E 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. B. 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 SEWER/WATERMAIN CONNECTION. 15. SANITARY SEWER AND WATERMAIN SHALL BECOME CITY OWNED AFTER CONSTRUCTION AND ACCEPTANCE BY CITY COUNCIL - 1 6. SANITARY SEWER TO BE AS -BUILT PRIOR TO WATERMAIN CONSTRUCTION. zpzs 9 ozs) wo lzs) h 930 930 55555 (bTZ6 b'Elfi j6 9216 j8oe.ej soa.al d g G G �sw (e'Tz6�sw (e'Lz6�w MH4 MH5 a I I E'Zl6 j8 T �9°ssll J �ms.ol �eoe:i V II 7'a♦_ I II 8,?,`1l2"l II .9 1i I I RIM:94 RI 921.1 1 LZ a� 8� 9''a S8 O'EL6 d6 t, Eta j9 8E16 j9 II Z'b16 J9 II 0'b16 S9 BLD: 11.4 BLD: 11.3 t 1Z6 j1 0'126" JJ JJ J J �7J �7 b'lZ6 j�JI� 9OZ6 jJ. 87 87 87 I II 87 I II O7 II 8� I J CST . 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J L_----� ---_II TF 922.8 I TF 922.8 I I . III 11 WO WQ 5p• MH EX.2 OUTLOT &BF 914.5 BF 914.5 I v ° STA:0+24 1 a.ar saw z t 930 `RlMsza.e ex 930 0 / w EXISTING WM LOCATION MH 1 HYDRANT a eaaw 18) i FROM ALTA. FIELD VERIFY $TA:1+50 MH 2 MH 3 MH 4 6' VALVE _ _ _ _ = 0 a -EXISTING WM LOCA -110N. STA:2+20 STA:3+00 STA:6+70 HBOE=921 6 WETLAND BUFFER s s(913.8) "(e,3a or BLD: 18.1 NO ....... RIM:921.0 IIIA IIIIIIIII L J F R BL .9142 HYDRANT BLD: 14.2 RLID: 12.4 RIM:919.6 s"VALVE PROPOSED GROu BLD: 11.4 JG� �BLD: 12.9 BLD: 117 �HBOE-s,ss 'jL--� ......... ... .. 12"x8"TEE920 zt�IIIII 920 N \ISTING 8"GV 8x6 TEE 5°8"BEND °]5'MIN NG GROUND � Q T-913POND Orawtlow'n-896.0 ❑ CONNECTT-913.fi FS UTILITY '�TE. INCREASEWM IE LD LOCATE TOEXIS I G 1125°&45°8' DEPTH TO AVOID SERVICE ISTI NG I2'WM 1 1 1 ------ - 'S°E"BE S 2.5'8'9ENDS-------------- BENDS T-972.7 --..-_. 22.5 8 BENDCROSSING CONFLICT-- ---- --------- 910 NWL 899.5 910 -- t1.2Y&22 - HWL 903.5 T-916.1 T-915.7 T-91 .8OG PvcsDR3s5°6o e"PVC SDR 26 � 8"PVC SDR 35 8"PVCISDR 35 8'x6 TEE 3740 LF Q OA4%L I.. 1- ----.124.2 LF@044%68.8 LF@0.45% ]6.3 LF@0.45% T 910.7 INTAIN 18' SEPARATION fis IIII.I. IIII g 2291II3BEN g o rnCP Z 900_ z ?- _ 900 IIIIIIIIIIIII1) I I I I I I IILIIIIIILIIILLI.: I V III IIII IIII IIII � '. '. I I I EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT 890 890 LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR -1+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+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 CITY PROJECT NO. FINAL SANITARY SEWER AN D WATERMAIN FILE NO. EKLO BASE 09 OLS 07/26/16 WATERSHED REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I to's s„R` - DRAWN BY 10 MOM 07/26/16 GRADING REVISIONS SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE F'o 23605-001 IJW 11 OLS 09/12/16 WATERSHED DISTRICT REV. SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w N SATHRE-BERGQUIST, INC. PLAN INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. ^ p CHANHASSEN, ARBOR GLEN 3 CHECKED 8Y 12 OILS 01/25/17 FINAL PLAN SUBMITTAL V 1 n q o .,., 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE UJ`-^L-�.u.�.'IC/c l� m DLS 13 MOM 04/07/17 REVISE SITE PLAN MINNESOTA USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING `� GOLF LAKE CONDOS, LLC 11 DATE 14 OILS 04/21/17 REVISE SITE PN FROM ILLEGITIMATE USE. Daniel Schmidt, P.E. c�F7rs P P�? 04/08/,5 Date: 01-11-17 Lie. No. 26147 -- - - -� -- C.S.A.H NO. 18 (LYMAN BLVD.) I I I I 1 930 920 7- --- 910 O, BERM 900 ,AS GAS GAS GAS 890 -1+00 -=9181 20'S TBAC 916.0 930 - - TT --_--,I ❑o (9 26)(s9zs) j8 Ztt6 j9 ott6 j6 I v 9=1d h 8=1920 jl TZ2:6 jl £'ZZ6 jl - Z'ZZ6 JS LIT 3 j0 0 c. �� 11 a __--- 910 �0 4 900 a \ 5 s 890 jl GF 922.5 _� FGF 29 2.5 1 I TF 922.8 1 I TF 922.8 I 1 wo I BF 914.5 1 so I BF 914.5 9, 7., TC: 919.9 920 11 ;I 10 I TC: 917.11 BUILD BLD: 5.8' (913.8) I I (913.8) 1 TC 911.6 O � z 910 �] F a o 160.4'-15'RCP - -- _� CL.5 @ 0.31 W N N K -- 900 POND #1 4.7' zz12; _- DIA 4." D..d- -896.0 C CBMH 48" N WL 899.5 6.4' 913.5 R-3067 H WL 903.5 D CBMH 48" 1 5.8' M21"AP 890 r r r r111111 II 1111111 1 1 II II r r r r r III 880 r r r r r r r I III I I 11111 II II II r r r r r r r _ _ 1111111111 1 870 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 162.3'-12"RCP CL.5 @ 0.46% M _- 171.5'-15"RCP CL.5 @ 0.34% SMF1 M B 9, 7., TC: 919.9 D Tc sn: BLD 58' \: 48.0" DIA :413.0", TC: 917.11 BUILD BLD: 5.8' 24.5'-12"RCP DIA 4 TC 911.6 CL. 13.42% DIA 2 IA: 480 918.6 a o 160.4'-15'RCP - -- _� CL.5 @ 0.31 W N N K -- 0 a 4.7' zz12; _- DIA 4." zz N N 930 920 910 900 890 0+00 1+00 2+00 3+00 4+00 5+00 6+00 0+00 1+00 2+00 940 0 K B 919.8CBMH LT.D: 64' 4 . " -- TC: 919.9 D Tc sn: BLD 58' --------------TMHE DIA :413.0", BLD 4.0' BLD 4 7 BUILD INV 24.5'-12"RCP DIA 4 TC 911.6 CL. 13.42% DIA 2 IA: 480 918.6 4.0' ri �fi - -- _� BLD 80' lV I -- 48" 0 a 4.7' - _- DIA 4." ----_ ------------- C CBMH 48" 919.8 6.4' 913.5 R-3067 DLS D CBMH 48" 917.1 5.8' M21"AP 22 3 -12"RCP \ / E STMH 48" 911.6 8.0' -.._.. CL 5 @ 0.99 %INSULATE ' - v QL5 @ 0.34% in �n 193.2'-15"RCP--- CL5@0.81% MAINTAIN OIN SEPARATION O M m 2'1' _. --__--__ 45.2'-21"RCP 4.0' 915.9 zzz_ _.._..- _.._..- _.._.. -.._rnu�w._.._.._. 128-.4'-18'RGP___ ___ __- -.CL4@3ASP 917.1 5.1' 'NN R-4342 rnrnrn CL.5@5.83% CBMH48" r --..--. ---------- -----------..--..---..--.. -..-..-- Z Z Z --..--.. m N --..--.. --..-- MM O o ----------- V CB 27" 918.0 4.0' ' 2 ro OO W zZ 5 0+00 1+00 2+00 940 0 K B TC: 901.6 TC: 919.9 BLD: 5.6' BLD: 4.0' DIA :413.0", RIM BUILD INV 24.5'-12"RCP 7 . '-12"RCP 46 LF. OF 15" RCP1 CL. 13.42% cL5@ o.pc% 918.6 4.0' ri �fi Z, zzz lV I CBMH 48" 0 a -1+00 0+00 1+00 920 910 930 900 920 890 910 880 900 870 890 2+00 -1+00 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) 3+00 4+00 930 920 910 900 890 B CBMH TC: 919.9 TC: 919.8 BLD: 4.0' BLD: 6.4' RIM BUILD INV 24.5'-12"RCP NOTES CL.5 @ 1.20% CB 2'1' 918.6 4.0' ri �fi Z zzz lV I 930 920 910 900 890 930 920 910 900 890 0+00 1+00 5+00 6+00 940 STRUCTURE NAME TYPE 930 920 910 900 890 0+00 1+00 DRAWING NAME NO. STRUCTURETABLE DATE STRUCTURE NAME TYPE DIAMETER RIM BUILD INV CASTING NOTES A CB 2'1' 918.6 4.0' 914.6 R-3067 tERs SURA B CBMH 48" 918.7 4.7' 914.0 R-3067 C CBMH 48" 919.8 6.4' 913.5 R-3067 DLS D CBMH 48" 917.1 5.8' 911.3 R-4342 E STMH 48" 911.6 8.0' 903.6 R -1642-B p A G CB 2'1' 919.9 4.0' 915.9 R-3067 REVISE SITE PLAN H CBMH 48" 917.1 5.1' 912.0 R-4342 14 I CBMH48" REVISE SITE PLAN 918.0 5.0' 913.0 R-4342 J CB 27" 918.0 4.0' 914.0 R-4342 DRAWING NAME NO. BY DATE REVISIONS F USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS 10 L CITY PROJECT 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 tERs SURA - 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 THEF'o IJW 11 DLS 09/12/16 WATERSHED DISTRICT REV. SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w N SATHRE-BERGQUIST, INC. CHECKED 8Y 12 DLS 01/25/17 FINAL PLAN SUBMITTAL INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. p A o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 CI --IAN HAS S EN DLS 13 MDM 04/07/17 REVISE SITE PLAN SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING c /� m ,,,, � MINNESOTA DATE 14 DLS 04/21/17 REVISE SITE PLAN FROM ILLEGITIMATE USE. Daniel Schmidt, P.E. 04/08/15 Date: 01-11-17 Lie. No. 26147 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 NORTH 50 25 0 2II 5 50 100 No 606 ® 11000 SCALE IN FEET FILE NO. FINAL STORM SEWER PLAN 23605-001 ARBOR GLEN 4 GOLF LAKE CONDOS, LLC 11 N z w 0 CONSTRUCTION NOTES IIID 1. INSTALL SILT FENCE AS SHOWN ON PLAN, AS REQUIRED BY THE CITY OF CHANHASSEN OR DIRECTED BY THE ENGINEER. 12. DEVELOPER WILL BE RESPONSIBLE FOR TEMPORARY DUST AND EROSION CONTROL UNTIL TURF IS ESTABLISHED. IF YARDS ARE ADJACENT TO A DITCH 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 OPERATIONGTO PROVIDE C.S.A.H NO. 18 ___ TEMPORARY STORM WATER DETENTION DURING CONSTRUCTION. SAND AND SILT MUST BE REMOVED FROM THE PO ND AS NECESSARY DURING CONSTRUCTION AND AT THE COMPLETION OF THE PROJECT. U. RESTORATION-3.4ACRE5 A. RESTORE ALL DISTURBED AREAS WITH MIN 6" OF TOPSOIL MEETING MNDOT SPECIFICATIONS 3877-1 FOR COMMON TOPSOIL BORROW PLACED ON ALL AREAS (LYMAN BLVD.) SODDED. THE SOILS WITHIN THE BUFFER AREA SHALL BE PREPARED BY RIPPING TO A DEPTH OF 12 INCHES TO LOOSEN THEM AND SHALL MEETMNDOT (OS bZ 3. BEGIN GRADING, INSTALL PERFORATED RISER PIPE IN PONDS WHEN POND GRADING IS COMPLETE. SPECIFICATION 3877-3 FOR SANDY CLAY LOAM TOPSOIL BORROW. OO 0 - TEMPORARY DRAINAGE PIPE SHALL BE USED FOR INTERMEDIATE DRAINAGE DURING THE CONSTRUCTION PERIOD AS NECESSARY AND DIRECTED BY THE ENGINEER. INSTALL SILT FENCE AROUND EXCAVATED PONDS. 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 2O-0-10 AT EX US JACRE. - C. BUFFER AREAS MUST BE PLANTED WITH NATIVE VEGETATION. SEED MIX TO BE USED IS MN STATE SEED MIXM-271 WET MEADOW SOUTH AND WESTSEED EX.2 sro> \ I 4. INSPECT PONDS, SILT FENCE, AND ROCK ENTRANCE BERM AFTER ALL RAINFALL EVENTS AS REQUIRED BY THE MIX. ATA RATE OF 100 LBSJACRE. BUFFER VEGETATION NOT TO BE FERTILIZED D. BEEDALLOTHER DISTURBED AREAS WITH MNDOT 250 AND BWSR SEED MIX FOR WETLANDS AT A RATE OF 100 LBSJACRE AND FERTILIZE WITH 2O-0-10 AT 100 _ NPDES PERMIT, LBSJACRE.(UNLESS OTHERWISE NOTED) \ / _ �"----_�_ i \ \ r� Y \ PONOS WITH AMINIMUM 3'ORGANIC SOILS$SEED SLOPES BETWEEN NW-AND YRHWL WITHAWATER �. BUFFER AREAS NOT TO BE FERTILIZED D. ONLY PHOSPHOROUS FREE FERTILIZER IS TO BE USED ON SITE. U // ek O, TOLERANT MIX. TOLERANT 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- / ' BE 928 % 6. REMOVE PERFORATED RISER PIPE WHEN STORM SEWER AND OUTLET GTRUCTURE FOR PONDG ARE INGTALLED. GREATER. F. PLACE APPROVED STORM SEWER INLET IN AROVED ED STORM SEWER INLETS AND MAINTAIN UNTIL STREET CONSTRUCTION IS ENTRANCE _ _ MONUMENT I BER /- - - - - - - - - - - - % 928 7. STREET SECTION - RR 22&ST-23 FOR DEVICE COMPLETED. REFER TO CITY DETAILS ST-22&ST-23 FOR APPROVED DEVICES. _ _ _ _ _ 9 /--------- ________ g14 \` 1.5'WEAR COURSE G. MAINTAIN ALL SILT FENCE UNTIL TURF HAS BEEN ESTABLISHED. H. RESTORATION WORK WILL BE COMPLETED WITHIN 72 HOURS OF GRADING COMPLETION. \ OUTLOTA OUTLOi�E\ WILLIAMBROS.PIPELINEEASEMENT_-- 2.0' BASE COURSE 12"CIC14. o �\--- \ I ?Q" SELECT GRANULAR BORROW MATERIALS THAT ARE PROHIBITED FROM RETAINING WALL CONSTRUCTION INCLUDE SMOOTH FACE CONCRETE, POURED IN PLACE CONCRETE, MASONRY. RAILROAD TIES, OR TIMBER. STAMPED OR PATTERNED CONCRETE IS ALLOWED IN RETAINING WALL CONSTRUCTION. GAS GAS GAS \ 1 GAS GAS GAS-�-cqs GAS �GA5__GA5 I 8. DRIVEWAYSLOPES- MINIMUM-2.0% 15. BOULDERS MAY NOT BE USED ON WALLS TALLER THAN IT IN HEIGHT. 920-- 920MAXIMUM-10.0% 16. A HOMEOWNERS ASSOCIATION SHALL BE CREATED TO TAKE OWNERSHIP OF THE RETAINING WALL x \ 2V BACK918 _ - ) 9. POND- 10: 1 BENCHFOOT) THEN 3:1 MAX (1 17. SILT FENCE: BEFORE GRADING -MW LF _- - 960 10. LO SEWO WO PADS 3:1 MAX. ALL OTHER SLOPES 4:I MAX UNLESSNOTED AFTER GRADING -320 LF "S qB)-7 -ItEZ6 6'6{6) T- - - -- - _- _ - - - - - -- - - -I. //� �I I� II I CONTRACTOR L. PROPER REMOVAL, NGOF 1T 18. CAT 3 EROSION CONTROL BI-10,800 SOFT _ g1y (9'OZ6) 4111 IS (Z'OZ6) (0"LZ6) 11 It 1, SVEGEPTISTESYSTEM,ANG ETC. REQUTRED,A APPLIC RLE, STORAGE TANKS, ON-S ESEPTIC SYSTEMS, WELLS, ETC.IS REQU RED. PERM SAKE REQU RED, AS APPLICABL& RAGE ON-SUEARE 19. FINAL GRADING PLANS AND SOIL REPORTS MUST BE SUBMITTED TO THE INSPECTIONS DIVISION BEFORE BUILDING PERMITS WILL BE ISSUED B"LZ6) yya G 6 7 R g1 �iwszoo A E LL6.j9 - 5 II I �� �- O 20. ENGINEERED DESIGN AND BUILDING PERMITS ARE REQUIRED FOR RETAINING WALLS EXCEEDING FOUR FEET IN HEIGHT. �/ N� �I g1inw, I 1 -I�\L. t��11 ��a�\ 9�� 9'Z�176 H9 �D'--d8 b"£16 d8 8"£16 d8 Z't46 dB pB �9 OZ6 8� 8� ��' 21. DEMOLITION PERMITS MUST BE OBTAINED BEFORE DEMOLISHING -STRUCTURES. b� J jL .�a'ozs3� 8� 8� E3 =1 I - (Is IN I p2 6 �O I"- -- �OGEUO II SWIS Hl C I,Z6 jl L 1,Z6 jl \ VZZ6 J o HOLDDOWN DETAILS 22. PERMITS FROM CARVER COUNTYWILL BE REQUIRED PRIOR TO ANYWORKOCCURRING IN THE RIGHT OFWAY. I, S'Z Hl \T E'. 921.9 <J10 - ` 5 CURB 9OZ6 H� �-0' Z6 j�J £'ZZ6 Hl J L �-- i_b LZ6� 8' I,Z6 jE) 11 Z 23. WETLAND BUFFER MONUMENTS TO BE COINCIDENTAL WITH BCOD MONUMENTS. JI Z'iZ6`O'ZZ6 =10 L ~ C' "mo \ ` --� -- -� --� E S H FINISHED GRADE PER 24.WETLANo BUFFER MONUMENTS TO BE INSTALLED IMMEDIATELY SUBSEQUENT TO COMPLETION OF FINAL GRADEATLOWER ELEVATION OF RETAINING A -- - n 9069.�GFr - - _ . e - \ r �`I �4! \ R M S SB GRADING PLAN WALLS. r 90a'�- -- 0 3 �_ -'----ot- >. ---------s -' \ \ m O N EL GARAGE FLOOR 25. WETLAND BUFFER MONUMENTS MUST BE INSTALLED BEFORE BUILDING PERMITS WILL BE ISSUED. _ _ ,� b I 900-- �' O \ 1 I ce o y \ J \ _ \20\ W T 10' 15' 2.5' BELU LOW GARAGE FLOOR 26. RETAINING WALLS TO BE OWNED AND MAINTAINED BY HOA 898 m -/1J P I­_ BFNJO ELEVATION 27. RETAINING WALLS TO BE CONSTRUCTED OF[MATERIALI GF 9Zp.9_� F- - -m / �b .�6 ptj 92t e ao.F �Y 922�9�I' ATF 98'1.2 ii -- I - 2 1 GRIND ELEVATION AT WO (XXX.X) 28. TIERED WALLS WITH A COMBINED TOTAL HEIGHT GREATER THAN SIX FEET MUST HAVE ADEQUATE SPACING SUCH THAT WALLS DO NOT STRUCTURALLY EACH OTHER _I\ I GF921.6�� T I L 89 GF 2 .8 .f,F 921.4; 22.0 4� TI-12 11 '�`- - TF 21.3 eO'q > � CURB REAR PAD ELEVATION FIM NO FIRE NOTES: TF�9 1.7 1f I TF 922:3 ' � I 6.0• BSMT FLR 5% 3:1 MAX // 89 0/ Y \ TOPSOIL M N 1. PRIOR TO COMBUSTIBLE HOME CONSTRUCTION, FIRE APPARATUS ACCESS ROADS CAPABLE OF SUPPORTING THE WEIGHT OF FIRE APPARATUS SHALL BE MADE SERVICEABLE to O1 Wsw Br 1 / I \ REMov[nrvD lj� m \ n \ 6EP ccE n I - W cuNG \ 25' 11' 14' 15' 2. STREET SIGNS SHALL BE INSTALLED PRIOR TO BUILDING PERMITS BEING ISSUED. FIRE MARSHAL MUST APPROVE STREET SIGNAGE. 1l \' I\(9�'� �1) X9187) `9199)1 / I v 50' 3. PRIOR TO COMBUSTIBLE CONSTRUCTION, FIRE HYDRANTS SHALL BE SERVICEABLE. I\ Nw-eea d L ` L\ \ \ I _ �' - J I I 65 - - 9x2.5 GF 29 2.5\ I 85' PAD 'I TF 922.8 �� I (IJNLESSOTHENWS NOTED) WALKOUT (WO) L- I E FINISHED GRADE PER S H GRADING PLAN R M WETLAND BUFFER \ \\ \ -� L 1 SS GARAGE FLOOR \ _ \ \ \ s@ I W T EB 2.5' BELOW GARAGE FLOOR \ - - - - -o -a0 SPECIFICATIONS: I 10, 15' LOOKOUT ELEVATION I, 1 \ \\ I 25.0 GRND ELEVATION AT LO(XXX.X) -- 2:1 REAR PAD ELEVATION MONUMENT BUFFER MARKER TEMPLATE: CONSISTS OF A POST AND A WETLAND BUFFER SIGN TYPICAL LOT DETAIL e'o ! ` �D#1 �iC`O DDRB 3.6% v C G- 6. ) _ ,0 I 6.0• 31 MAX CLEAN WATER WETLAND BUFFER SIGNS R \ I TOPSOIL BS TF R it STARTS HERE MOUNTED FLUSH WITH THE TOP OF THE POSTS DENOTES LOT CORNER i/�. �� ,b \ - \ � I 25' 5' 20' 15' ELEVATION <�r c �tic� ( ;I I 0 55_' . FASTENED WITH NON-REMOVABLE SCREWS OR RIVETS DENOTES LOWEST e9 0 891, 65' ADJACENT GRADE .. POST MATERIALS \ N11,a+ 1 I 85'PAD (IJNLESSOTHERwSENOTED) DENOTESLOT 11 1 LOOKOUT (LO) 4" x 4" SQUARE NUMBER (995_6) DENOTES REAR OF 870 SQ FT ENKAMAT/ �) TREATED WOOD OR OTHER CITY APPROVED MATERIAL OVERFLOW 1 BUILDING PAD -- - E POST INSTALLATION DENOTESBASEMENT �`?0 Iri I S H FINISHED GRADE PER FLOOR ELEVATION '9 �Jl BE 9931 �' R M S S GRADING PLAN INSTALL POST PLUMB TO A HEIGHT OF FOUR FEET ABOVE DENOTES HOUSE DENOTES GARAGE LO 996.1 FiQ �FS/ ` I W T EB GARAGE FLOOR GRADE. TYPE FLOOR ELEVATION LO SET AT LEAST 42 INCHES IN THE GROUND .. i �LNCJ-A, I GF 1001.5 _ _ DENOTES SETBACK III tic otic - II 10' 15' 3.0' BELOW GARAGE FLOOR DENOTES EASEMENT - ---- - - LINE 1 F_ ' +/-3:1 MAX INSTALLED AT EACH LOT LINE WHERE IT CROSSES A WETLAND BUFFER, WITH A MAXIMUM SPACING OF 200 LINE TYPICAL RETAINING . . . 1 -- - FEET BETWEEN SIGNS (IF NO BUFFER IS REQUIRED, 99ao - 11 1 WALL DETAIL >, 111 ) /�i 1%MIN. CURB THE MONUMENT SHALL BE AT THE EDGE OF THE WETLAND) 99a.o _ _ _ _ _ DRIVEWAY SLOPE (PER GRADING III L�� I TOPSOIL BSMT FLR PLACE ADDITIONAL POSTS AS NECESSARY TO FOLLOW BUFFER CONTOUR LINE PLAN ELEVATIONS)III \ 4�� III 25' 25' 15' 11111 50' I 65' WARNING HIGH PRESSURE PIPELINE I I ENSURE FULL BASEMENT PADS ARE DRAINED 66PAD D,HBRwISE NOre01 I Excavation and/or Construction Prohibited IDNLESS FULL BASEMENT (FB) I Without compliance with State One-Call, AND NOTES: 1. GRADE (999.0) BEHIND EACH HOMESITE IS THE LOW I GROUND ELEVATION AND PROPOSED TOP OF TOPSOIL, Without Written Permission From SUBGRADESHALL BEDOWN 0.50FEET. STANDARD DETAILS I 2. ESTABLISH FINISH GRADE AT ALL 10'FRONT YARD UTILITY EASEMENT LOCATIONS. WETLAND BUFFER MONUMENT MAGELLAN PIPELINE, L.P. 3. THESE DETAILS REFERENCE A 8' POURED FOUNDATION A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORK AROUND PIPELINES) I WALL, AND A 0.7' DROP FROM REAR TOP FOUNDATION TO GROUND ELEVATION 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 11111 LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR _ _rl� _rl�L❑ I❑F❑E❑ 4b",O 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. SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING FROM ILLEGITIMATE USE. 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. ^ p -;v7��// V 1 n A /� /,J`- Lam, .,,5. IC/r l� SERs su, � �`' F'o w N SATHRE-BERGQUIST, INC. CITY PROJECT NO. FINAL GRADING PLAN ARBOR GLEN GOLF LAKE CONDOS, LLC FILE NO. 23605-001 EKLO BASE 09 DLS 07/26/16 WATERSHED REVISIONS - DRAWN BY 10 MDM 07/26/16 GRADING REVISIONS CHANHASSEN, MINNESOTA IJW 11 DLS 09/12/16 WATERSHED DISTRICT REV. 5 11 CHECKED 8Y 12 DLS 01/25/17 FINAL PLAN SUBMITTAL o .,., 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 m `� Q4.FRs PLP?2 DLS 13 MDM 04/07/17 REVISE SITE PLAN DATE 14 DLS 04/21/17 REVISE SITE PLAN Daniel Schmidt, P.E. Date: 01-11-17 Lie. No. 267 14 04/08/15 C.S.A.H NO. 18 (LYMAN BLVD.) ROCK ENTR/ BERM ENTRANC OUTLOT 7- -i we WETLAND BUFFER MONUMENT CONSTRUCTION NOTES 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 U HOURS OF BEING PUT ONLINE. 3. ROADS MUST BE CLEARED OF TRACKED MATERLRLS 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 SPREADAND 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, LITTERAND SANITARY WASTE AT THE CONSTRUCTION SITE 7. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF CONSTRUCTION ANDVEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, AS DETERMINED BYTHE DISTRICT 7.1. TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINALSTABILIZATION a. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED THOUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18" WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS OR EXISTING VEGETATION PRIOR TO RE VEGETATION OR OTHER STABILIZATION. 9. AT A M IN IMUM 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 5ITE WASTE MUST BE PROPERLY MANAGED, SUCH AS DISCARDED BUILDING MATERIALS, CHEMICALS, LITTERAN—NITARVWAS7EATTHECONSTVUCTIONSITE. 11. ALLTEMPORARY EROSION AND SEDIMENT CON TROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF CONSTRUCTION ANDVEGETATION IS ESTARLISHEDSUFFICIENTLYTO ENSURE STABILITY OF THE SITE, AS DETERMINED BVTHE DISTRICT. 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINALSTARILI LION. 1B. SOILEURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUSTBE DECOMPACTEDTHROUGH SGLAMENDMENT AND/OR RIPPING TO A DEPTH OF 19 INCHES WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS, AND OTHER EXISTNG VEGETATION PRIORTO FINAL REVEGETATION OR OTHER STABILIZATION. 14. THE PERMITTEE MUST, AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMEWCONTROL FACILITIES AND SOILSTABILIZATION MEASURESEVERV DAYWORKIS PERFORMED ON THE 5ITE AND AT LEAST WEEKLY UNTIL—DISTURBING ACTIVITY HAS CEASED.THEREAFTER, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. 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 WORKAROUND PIPELIN -� 1 1 B 11 11 liil liili I I I Id EXISTING FFE: 25'CN 50 25 0 25I W 100 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT I� IS o I BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR 000^,, 7N. 0 0 = ROCK ENTRANCE BERM 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. USEWITHOUT 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. 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. ^ p -;v7��// V 1 n A /�D?k?y`�v— /,J`- Lam, .,,P. IC/r l� �EE1s suR� �`' "I w N SATHRE-BERGQUIST, INC. o FINAL EROSION CONTROL PLAN ARBOR GLEN GOLF LAKE CONDOS, LLC FILE NO. 23605-001 EKLO BASE 09 DLS 07/26/16 WATERSHED REVISIONS DRAWN BY 10 MDM 07/26/16 GRADING REVISIONS CHANHASSEN, MINNESOTA IJW 11 DLS 09/12/16 WATERSHED DISTRICT REV. 6 11 CHECKED 8Y 12 DLS 01/25/17 FINAL PLAN SUBMITTAL o .,., 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 m `� c11F,B PSP?2 ---------- 13 MDM 04/07/17 m j 14 DLS 04/21/17 REVISE SITE PLAN Daniel Schmidt, P.E. Date: 01-11-17 Lie. No. 26147 04/08/15 SILT FENCE U ECTE � o _l�l� \ d g i / POST GRADING SILT FEI — 12 BIO -ROLL / CONCRETE WASHOUT L O INLET PROTECTION ry EX GDRB EROSION BLANKET we WETLAND BUFFER MONUMENT CONSTRUCTION NOTES 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 U HOURS OF BEING PUT ONLINE. 3. ROADS MUST BE CLEARED OF TRACKED MATERLRLS 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 SPREADAND 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, LITTERAND SANITARY WASTE AT THE CONSTRUCTION SITE 7. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF CONSTRUCTION ANDVEGETATION IS ESTABLISHED SUFFICIENTLY TO ENSURE STABILITY OF THE SITE, AS DETERMINED BYTHE DISTRICT 7.1. TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINALSTABILIZATION a. SOIL SURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUST BE DECOMPACTED THOUGH SOIL AMENDMENT AND/OR RIPPING TO A DEPTH OF 18" WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS OR EXISTING VEGETATION PRIOR TO RE VEGETATION OR OTHER STABILIZATION. 9. AT A M IN IMUM 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 5ITE WASTE MUST BE PROPERLY MANAGED, SUCH AS DISCARDED BUILDING MATERIALS, CHEMICALS, LITTERAN—NITARVWAS7EATTHECONSTVUCTIONSITE. 11. ALLTEMPORARY EROSION AND SEDIMENT CON TROL BMPS MUST BE MAINTAINED UNTIL COMPLETION OF CONSTRUCTION ANDVEGETATION IS ESTARLISHEDSUFFICIENTLYTO ENSURE STABILITY OF THE SITE, AS DETERMINED BVTHE DISTRICT. 12. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPS MUST BE REMOVED UPON FINALSTARILI LION. 1B. SOILEURFACES COMPACTED DURING CONSTRUCTION AND REMAINING PERVIOUS UPON COMPLETION OF CONSTRUCTION MUSTBE DECOMPACTEDTHROUGH SGLAMENDMENT AND/OR RIPPING TO A DEPTH OF 19 INCHES WHILE TAKING CARE TO AVOID UTILITIES, TREE ROOTS, AND OTHER EXISTNG VEGETATION PRIORTO FINAL REVEGETATION OR OTHER STABILIZATION. 14. THE PERMITTEE MUST, AT A MINIMUM, INSPECT, MAINTAIN AND REPAIR ALL DISTURBED SURFACES AND ALL EROSION AND SEDIMEWCONTROL FACILITIES AND SOILSTABILIZATION MEASURESEVERV DAYWORKIS PERFORMED ON THE 5ITE AND AT LEAST WEEKLY UNTIL—DISTURBING ACTIVITY HAS CEASED.THEREAFTER, THE PERMITTEE MUST PERFORM THESE RESPONSIBILITIES AT LEAST WEEKLY UNTIL VEGETATIVE COVER IS ESTABLISHED. 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 WORKAROUND PIPELIN � � � I I � I I 50 25 0 25I W 100 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT No B B LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR O RZ SCALE IN FEET 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. USEWITHOUT 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. 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. ^ p -;v7��// V 1 n A /�D?k?y`�v— /,J`- Lam, .,,P. IC/r l� �EE1s suR� �`' "I w N SATHRE-BERGQUIST, INC. CITY PROJECT NO. FINAL EROSION CONTROL PLAN ARBOR GLEN GOLF LAKE CONDOS, LLC FILE NO. 23605-001 EKLO BASE 09 DLS 07/26/16 WATERSHED REVISIONS DRAWN BY 10 MDM 07/26/16 GRADING REVISIONS CHANHASSEN, MINNESOTA IJW 11 DLS 09/12/16 WATERSHED DISTRICT REV. 6 11 CHECKED 8Y 12 DLS 01/25/17 FINAL PLAN SUBMITTAL o .,., 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 m `� c11F,B PSP?2 DLS 13 MDM 04/07/17 REVISE SITE PLAN DATE 14 DLS 04/21/17 REVISE SITE PLAN Daniel Schmidt, P.E. Date: 01-11-17 Lie. No. 26147 04/08/15 60 BUFFER 41,630SF BUFFER AVERAGING PLAN 41,630 SF a C.S.A.H NO. 18 (LYMAN BLVD.) C.S.A.H NO. 18 (LYMAN BLVD.) e � o o ,o ENTRANCE - BERM BERM MONUMENT - ----_----_J RANCE BERM BERM WILLIAM BROS. PIPELINE EASEMENT _ OU 1 `OT A jTLOT E ---- lUMENT ---------------------- � --_--__--__- Cas Cas Cas � OUTLOT A - GAS As-� As GAS GAS Gas T E / � - - -WILLIAM BROS. PIPELINE EASEMENT _ cns GAS Cas GAS GAS GAS GAS GAG GAS A GAS -t-GAS Gay GA= Gas -I 20'SETBACK -- -- - 20' S TBACK FROM EAS MENT 29 SETBACK -- , -�Z6)� �(b'OZfi) _ (6'fi{8) LZ6 20' S TBACK FROM EAS MENT - - - - - 1 I I 2 � � � (z OW � � (9 OW � � � � (B"LZ6) � � - - �`°� r- J F -�� ��-��- r bele 9Z1,6U8 EZ1,6d8 I I 4 I I 5 I I 6 I I 7 I I 8 I I 9 0 (ss{s) ( 8� 8� 9'Zl6J=18 0'£1,13 d8 b"£L6d8 8£1,6 d8 Z'blfid8 O'b16d8 2 3 z"oze) (9"OZ6) (026) (126) (B"{ZB) (s'Lzs) p L'IZ6 III O'LZ6 j1 9"OZ6 j1, I 87 I 8� 8� b£a1,6JJj8 9ZQL6JU6 £Z1,6JS9 4 5 6 7 8 A o \ �blZ6�`JJ 9626 j�J a O p I 87 87 87 9'Zl6 d8 O'El6 d8 b"EL6 d6 1 g"gtg dg Zytfi Hg 0 b"d8 --� �OZ6 j�J 6OZ6 dl ElZ6 dl I CLZ6 dl I l'ZZ6 j1, S'ZZ6 dl E'ZZ6 dl Z JJ �7 \ 2s' CURB 9OZ6 U� L OC dOJ Lb'lZ6 dOJ L8'lZ6 dOJ LZ'ZZ6 8OJ O'ZZ6 d`J L'1,Z6 d1 O'LZfi j1, 9"OZ6 dl I 8�87 I 8� I 8� 8� \ �b1Z6 dO 1 8'OZ6 dOJ £"OZ6 d0 6:OZ6 dl £'LZ6 j1, I L' LZ6 j1, I l'ZZfi dl S'ZZ6 81 £'ZZ6 dl O \ zs'cuaB 90Z6U� 0"LZ6 dDJ Lb'LZ6 dDJ L8'LZ6 AS LZ'ZZ6 AS Z �\\ O �'ZZ6 dQ - _ w �UTLOT-B-- GF 921.8 1 GF 920.9 I� 25' y5 Q U-1 p TF 922.1 TF 921.2 GF 920.8 5 \ Q 1 Q' WO s' �l�/Q TF 921.1 GF 921 6 1 GF 921.0 �GF 921.4 GF 922.0 TF 921.9 TF 921.3 TF 921.7) JTF 922.3 eO"R GF 921.8 GF 920.9 F 26' o-5 I BF 912.1 BF912.2 s' WQ 9' WO s' wQ O TF 922.1 TF 921.2 IGF 920.8 BF912.1 1Q' WOI s' WO TF 9211 �GF 921.6 �GF 921.0 �GF 921.4 GF 922.0 O 1 $ 1 7 BF912.9 BF912.3 BF giO3.4 gwQ.O BF 912.1 BF912.2 s' WQ TF 921.9 1 TF 921 3 TF 921 7J JTF 922.3 eO"R U) - I BF9,2., B' WO s' wo w0 wo \ ( L (917.0, ,10,6 15 14 13 12 1 7 1 BF912.3 I BF 913.4 I BF 914.0 > / J (sn.7) 151 14 13 12 / 0 -J J L J (911 .1) (9,3.3) �/ J GF922.� �F922.5 L -J L _J L �� TF 922.8 TF 922.8 _ J GF922.� FGF922.5 8024 _I �UTLOT BFsOs BFs�s TF 922.8 TF 922.8 s88.4v „ „6;25 sa9.19s WO WO GET E AET a-4� I I I _/ ao2a �/ / / /j j OUTLOT BWO5 BF914.5 888881 WET A-3 aa9149 _ 11 1 s A-5 802] 1a846lf23 / //// /// 11 I 10 ,. (913.8) (913.8 .688.423. .8025 � / / / WEA A-2 ) WET E 6028 889.122 889.149 I L J eee 881 WET A-3 WET A -s / - % �/ - / / /j (513.8 WETLAND BUFFER 666833 WE 2 (9,38) wET A -s • j ^- • • X022 / / �/ / - / L _ L _ y y w w w66sET ps6 - �j /� //�jj/�ji/ // J WET A6-6 A Imo. .8 7 = i // 88&792 4 WET A-7 /// I Y889360 R 8020A-8 II POND 11 �8019Drawdown-8960 WEA -8 / / / / - / �,_889NWL 899.8 /POND#1 w w w w w w .. .. WETA.9 HWL 903.8t/////NWL 899.5960wET AHWL903.5 ( I O(/�.889.257 wei n3118go WET A-10 01,Q WEll A 710 WET Afiva9 / �/j //j // // 1 OW,ET° 8m3 / /IIIIIIII 690a .. � WE,a-79613 I I I I 7 WE1''A 613 // // // // j // / .. .. .. .� .. .. .` .` .` ..` .` .` .` .` .` .` " 89T 9"' 1 8014 "rT A59 " IIIIIIII . . . . . . r 890.959r WET !i�!i i w w WE WARNING 8931181 �/ / / / WET A - / 8010 HIGH PRESSURE PIPELINE y '`15 /// WET Excavation and/or Construction Prohibited y 89551, / WET 1s / 896846 so' A WET A-17 Without compliance with State One -Call, AND 896846 BUFFER NOTES: Without Written Permission From 1. BUFFER AREAS MUST BE PLANTED WITH NATIVE VEGETATION. SEED MIX TO BE USED IS 50 25 0 25 50 100 MN STATE SEED MIX 34-271 WET MEADOW SOUTH AND WEST SEED MIX. AT A RATE OF 100 MAGELLAN PIPELINE, L.P. E:i 0 p 0 Fi LBS./ACRE A MAGELLAN REPRESENTATIVE MUST BE PRESENT DURING WORKAROUND PIPELINE(S) I SCALE IN FEET 1.1. BUFFER VEGETATION NOT TO BE FERTILIZED EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT n'O RTS 2. POTENTIAL TRANSFER OF AQUATIC INVASIVE SPECIES TO BE MINIMIZED TO MAXIMUM LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR EXTENT POSSIBLE 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 DES 07/26/16 WATERSHED REVISIONS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I �EETs sUR� - DRAWN BY 10 MDM 07/26/16 GRADING REVISIONS SATHRE-BERGQUIST, INC.'. EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT AM A DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE BUFFER AVERAGING PLAN 23605-001 IJW 11 DES 09/12/16 WATERSHED DISTRICT REV. SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY LAWS OF THE STATE OF MINNESOTA. w N SATHRE-BERGQUIST, INC. CHECKED 8Y 12 DES 01/25/17 FINAL PLAN SUBMITTAL INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. ^ p -;v��// CHANHASSEN, ARBOR GLEN BA1 .,., S SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE 150 OUTH BROADWAY WAYZATA, MN. 55391 (952) 4716000 /,J`- Lam, .,,a. IC/r l� m DLS 13 MDM 04/07/17 REVISE SITE PLAN MINNESOTA USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING GOLF LAKE CONDOS, LLC DATE 14 DEB 04/21/17 REVISE SITE PLAN FROM ILLEGITIMATE USE. Daniel Schmidt, P.E. cRpRB B p�? BA1 04/08/15 Date: 01-11-17 Lie. No. 26147 N Z 0 Not m Smle (Ni _ S s F:xe"e man, roes„�,n e, LE 2 TYPICAL pPi- 2 To.n ,Nece e WATER �® SERVICE ENGINEERING DEPARTMENT suTT x¢' 1005 MANHOLE xM xuss ¢\sNs\srccss�m ENGINEERING DEPARTMENT is xo_ 2101 OffOP R/W N/W GR. Rit QI'fOF TYPICAL INTERSECTION ENGINEERING DEPARTMENT n Ts xn. 1001 OIL 11 �1/e eE s PrC soft-zs vvE MN. stove 1/aPLvt�Erc �SSAN 1ARY NNps oANETER MIN. ___ GERIEF SANITARY—.10 SSERVICE CONNECTION DETAIL MANS (NONWHEN SANTARE SEWER SINII IS RICH A.—F. RE A —1 S-1 IN Em) 3. C-1— REQ1 RED 01 PRGATS PROPERTY IF DID— FROI NAI ED HOUSE `OEEDS So 4. AU-PRETS (3,aslHgj BEDDED 01 GRANULAR BORROW 311A OR COURSE FILTER QPIOF TYPICAL SANITARY aLqm SEWER SERVICE ENGINEERING DEPARTMENTip x¢_ 2001 AGO ANb pIN PANE " BIT. NEAR .11 YASE VDIERATTIL 2109 NO F OR NOTE 2-BEGE COMEN RISEN RINGS ARE NOT AT.— DETAIL ST Nc n LD BXALL BE PER rRARICE IMCARE MEN AND B.GG BIT BASE NOUN MA NzzAoaG Mroo12G J� ) RINGS 3EE DEATAL 21ODuaR CONCRETE Ell RARE OR BNEEN —REE ATI. 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RCP) ENGINEERING DEPARTMENT rt xa.. 2003 in xnen ,.� q n oonmuon, ore not o p Ie for —N, ona/or rompeceon �o��1I�ffppp� IP PE BEDDING 1 IN POOR SOILS � Street pa „a else. pp na ;ta�!`6" s F:xe"e man, roes„�,n e, LE 2 TYPICAL pPi- 2 To.n ,Nece e WATER �® SERVICE ENGINEERING DEPARTMENT suTT x¢' 1005 me9 M-R a R,10 eRBPRa C -1 9)ary9 R.,--- B y- to -Croix No. B-5180 saved'” 2'1'.1l li NE. LE 2 sEcrloN vlEw M_,_._ pPi- 2 To.n ,Nece e bZ m,. tl ana gn (MX) l 111[ CRIOP STANDARD �sl mm MANHOLE xM xuss ¢\sNs\srccss�m ENGINEERING DEPARTMENT is xo_ 2101 SDO .1 Hill Hill NOTES e a� a e e Neea�nD ana N,aml mml oe case as :no: ,n � R.,--- B y- to -Croix No. B-5180 PIPE BEDDING li NE. IN GOOD SOILS IANIaS1JW RCP & DIP ENGINEERING DEPARTMENT w xD.. 2202 p t E/ll- I—, ona le„ mon , p q No. .. ,ie.e. % �� PIPE BEDDING FOR P.V.C. PIPE RLc xwE¢\ws\�ce\m\ ENGINEERING GEPARTMEM JP—ND.. 2203 �— H" - - IN .J L HYDRANT HGAGA RDB FEE paB I.— :Z-7 I a xsr nffff TYPICAL MEGAWG LOCATION ms xrh ¢\Ens\svL¢Vma ENGINEERING DEPARTMENTIp— 1009 --over wo,er main. E R.,--- B y- to -Croix No. B-5180 oce li NE. m `12o.of °N,n,tment. jo DN N.;S N. . IT a re--. 14 P.e s°,: . .c 7 . 11 No BE 2.No 14: 'B ro,DeNe,• No. BD 0Y E ;ert1D3, x.' ,after BON.. --- SANITARY SEWER OUTSIDE OffOP TYPICAL GATE VALVE AND BOX INSTALLATION ENGINEERING DEPARTMENT 1006 p t E/ll- I—, ona le„ mon , p q No. .. ,ie.e. % �� PIPE BEDDING FOR P.V.C. PIPE RLc xwE¢\ws\�ce\m\ ENGINEERING GEPARTMEM JP—ND.. 2203 �— H" - - IN .J L HYDRANT HGAGA RDB FEE paB I.— :Z-7 I a xsr nffff TYPICAL MEGAWG LOCATION ms xrh ¢\Ens\svL¢Vma ENGINEERING DEPARTMENTIp— 1009 71 RuHORSE5H0E DETAILSOx x.z+v (s ca�vw®�O G 1z 17 Ana ai m m.nnaom9Jy edxz� UI I Y HKUJt(: I NO. 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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 AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. ¢Eaa st, ti o SATHRE-BERGQUIST INC. w N s 411 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 m P`pN"� UI I Y HKUJt(: I NO. DETAIL SHEETS ARBOR GLEN GOLF LAKE CONDOS, LLC FILE NO. 23605-001 DES --- DRAWN BY ei©©oro©©omv©oro DES 11 CHECKED BY DES m.i©©mm©©mm©omm DATE DANIEL L.SCHMIDT,P.E.cNFka Date: 1-11-17 Lie. No. 26147 04/08/15 ai©vmm©emm©omm ®iovmmoomvoomv m,iommm©mmm©mmm mtiommmommmommm mtiommmommmommm m.immm®mmm®ommm mtimmmmmmm®mmmm mtimmmmmmm®mmmm =1mmmmmmm®mmmm I ONE ERTRA BAR 11 BGTIERGN ,,.. 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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 OF THE STATE OF MINNESOTA. ¢Eaa st, ti o SATHRE-BERGQUIST INC. w N s 411 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 m P`pN"� UI I Y HKUJt(: I NO. DETAIL SHEETS ARBOR GLEN GOLF LAKE CONDOS, LLC FILE NO. 23605-001 DES --- DRAWN BY CHANHASSEN, MINNESOTA DES 11 CHECKED BY DES DATE DANIEL L.SCHMIDT,P.E.cNFka Date: 1-11-17 Lie. No. 26147 04/08/15 FELL 0000® Dimotion of Flow PLAN yam/ QPPOP I STORM SEWER CATCH BASIN Sl 2' X 3' RECTANGULAR ENGINEERING DEPARTMENT w.. 3101 QIIOP POND CUTLET KIMCONTROL STRUCTURE c: c:NlrvpNmccsNllas ENGINEERING DEPARTMENT p w.. 3109 THE) SEDGES GATE ,AN- DR2PF IN. WATER I ISE :8!RAT— SLED -ER ON RARE E 1/4 ROLGII 11 1111 11 111E 11 L PH 1URRO11-1 E5. 8, 111 2360 ORD -1 COMP 01 METHOD REOURED. 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BY UAI E HEVISIUNS 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. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. !,VkSS4RL w oN m cNFRs P`P�2 DES E9 P °k°! 1Iemce ReeoA xe E DRAWN BY N i,.6iY r� ••ENTRANCE WI TH WITHOUT CU S DES A -A CHECKED BY 'CN CONSTRUCTION DES CATCH BASIN ENGINEERING DEPARTMENTNO 3106 DATE DANIEL L. SCHMIDT, P.E. Date: 1-11-17 Lie. 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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. 'lull ¢Eas St, w oN o m '% 4.p cNFRs v`P�� DES II IFj =II III II DRAWN BY "MAEM TYPICAL SUMPPUMP DRAIN CONNECPONENGINEERING DES CHECKED BY I DATE DANIEL L. SCHMIDT, P.E. Date: 1-11-17 Lie. No. 26147 04/08/15 I B IP 2 min. oTExTRE WRAR(U—, —E t7 TRENCH DETAIL PE oLUR PIPE DETAIL IFEAN11TS REQUIRED T DDI INTERVALS & ALL PENN, "ITS FOR ALL ENIINI PIUEES To ALF IRA FILED 3- OPEN NGS IN STRUCTURE FOR CRANTLE TO BE PAR_ OR SCRE DRTURED (fffff ALTERNATE 4" „pl0ale„py SUB—SURFACE 1�AaY�tlYa DRAINTILE ENGINEERING DEPARTMENT P 5233 00 -I CLEAN CRUSHED ROCK UMGC /KAON 1& MINIMU. CIT OFF TO MNMZE RUNOFF FROM GTE 0o MRMUU 000 ROCK 4111 L CONSTRUCTION OOIAM ENTRANCE Me o.\u'c\ssus\ssa ENGINEERING DEPARTMENT 5301 UE5IGNER NU. I BY UAI L, HEVISIUNS 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 AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. O� ¢Eas St, w oN o m '% 4.p cNFRs v`P�� DES II IFj =II III II DRAWN BY "MAEM TYPICAL SUMPPUMP DRAIN CONNECPONENGINEERING DES CHECKED BY DES DATE DANIEL L. SCHMIDT, P.E. 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TRAP OUTLET , w �N ARaTx�NRNN,�EE Aw �pW��III,W TEMPORARY SEDIMENT TRAP W= 2.5 ACRES OR LESS ENGINEERING DEPARTMENT 53021 V1p SHINGLING SOD Of`4,�,Pf Ovf 3fP OVERLAPPING SOD wotr Aon ° erect on of it m �pm��y�o�n SOD 4aEl�E�G11 PLACEMENT ENGINEERING DEPARTMENT Pu xa. 5303 :. rzuRa a s.TTEa oETA,L -E DETAIL y.. . I. .,�e r��rz�M�Ax EAx m SII' A II. o a. 'Nz T\ ti a SII; ; ,..... lElT­ tune lAll ocTucs cure EOA .1 --AL 1AM11 en i„�P C,�Wt,d....-�-� gm6-2014 STANDARD PLAN 5-297.250 1 2 OF 5 UESIUNEH I NU. BY I DAIL HEVISIUNSUI 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 RESULTING FROMILLEGITMATEUSE. 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 OF THE STATE OF MINNESOTA. ¢Eas SURL ti o SATHRE—BERGQUIST INC. w N ,,,,SATHRE-BERGQUIST, 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000mDES o, NFRs P`pA" I Y F'HUJLL; I NO. DETAIL SHEETS ARBOR GLEN GOLF LAKE CONDOS, LLC FILE NO. 23605-001 DES --- DRAWN BY CHAN HASSEN, MINNESOTA DES zi CHECKED BY DATE DANIEL L.SCHMIDT,P.E. Date: 1-11-17 Lie. No. 26147 04/08/15