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04 Galpin SS 100920LIKE ILUCY >W W J W y I- - .•'i , _ W . W . w . W ✓ � I I I mzza VW wetlarYJ2 W eW HWL W37N1RPaC) / - W - - _ - , /�� l v',t. •% LLL --_ .:.- - / - � 990 980 970 960 2+00 W . (PrBserv) W W W W W JIWL=959.54 990 9-M 990 ■ ®w � w ❑z w pw w 980 u p 980 U) a_ � w y 970 - 970 w w 960 � 960 1+00 0+00 -0+50 INF. BASIN & POND 2 X -SECTION SECTION B -B EG -FG- Start 1:10 -- --Bench-963.0 --- POND - -Rip -- ---------- _ P _ _ - - Rap OverFlow Bottom X58.0 Bottbm - 964.0 L i L UUILVI A CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING 4+50 4+00 3+00 2+00 1+00 0+00 UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY LLQ" LLL L 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 SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY 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. SHEETS UTILITIES 03 _MJV 09/0_4/2_0 _MJV 09/16/2_0 _MJV 09/2_3/2_0 _MJV 09/2_9/2_0 _MJ_V 10/0_5/2_0 MJV 10/07/20 -- --- MJV 10/09/20 _ _ _ _ _ CITYCOMMENTS _ _ _ _ _ CITYCOMMENTS _ _ _CITY &_RPBCW_D COMMENTS _ _ _CITY &_RPBCW_D COMMENTS _ _ _ _CITY_& MCES_CO_MMENTS RPBCWD COMMENTS --------MMENTS -- CITU COMMENTS DRAWN BY 04 ERJ 05 CHECKED BY 06 RSM 07 DATE 08 CONSTRUCTION NOTES: 07/08/20 09 1. ALL STORM SEWER STRUCTURES ALONG CURB LINE SHALL 43 HAVE APPROPRIATE B618 CURB TRANSITIONS, UNLESS NOTED CBMH OTHERWISE. 992.0 2. ALL FES INLET AND OUTLETS SHALL BE MARKED WITH 982.6 WITNESS POSTS TO BE FURNISHED BY THE CITY. 3. ALL JOINTS SHALL BE TIED ON RCP PIPES WITH GRADES CBMH GREATER THAN 5%. 990 980 970 -962.0 960 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 950 CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING 4+50 4+00 3+00 2+00 1+00 0+00 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 SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY 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. SHEETS UTILITIES 03 _MJV 09/0_4/2_0 _MJV 09/16/2_0 _MJV 09/2_3/2_0 _MJV 09/2_9/2_0 _MJ_V 10/0_5/2_0 MJV 10/07/20 -- --- MJV 10/09/20 _ _ _ _ _ CITYCOMMENTS _ _ _ _ _ CITYCOMMENTS _ _ _CITY &_RPBCW_D COMMENTS _ _ _CITY &_RPBCW_D COMMENTS _ _ _ _CITY_& MCES_CO_MMENTS RPBCWD COMMENTS --------MMENTS -- CITU COMMENTS DRAWN BY 04 ERJ 05 CHECKED BY 06 RSM 07 DATE 08 ROBERT S. MOLST P.E. Date: 07 08 "LO Lic. No. -Ll Lt- 9 07/08/20 09 -950 -0+50 0. it I I I I TYPICAL EOF DETAIL CITY PROJECT NO. 2020-12 w� A SATHRE-BERGQUIST, INC. o y 150 SOUTH BROADWAY WAY 1, MN. 55391 (952)476-6000 CHANHASSEP MINNESOTA OUTLET STRUCTURE TABLE Structure Name TYPE STRUCTURETABLE DETAIL 1 STRUCTURE NAME TYPE DIAMETER RIM BUILD INV CASTING NOTES 2 CBMH 48.0" 984.0 19.8' 964.2 R-4342 43 3 CBMH 48.0" 992.0 9.4' 982.6 R-4342 4 CBMH 48.0" 1007.1 8.4' 998.7 R -3067 -VB 4' SUMP 4A CB 2k3' 1007.2 4.3 1002.9 R -3067-V 5 CBMH 48.0" 1009.9 5.3' 1004.6 R -3067-V 6 CBMH 48.0" 1010.2 5.4' 1004.8 R -3067-V 7 CBMH 48.0" 1009.6 4.6' 1005.0 R -3067-V 8 CBMH 48.0" 1010.8 4.7' 1006.1 R -3067-V 9 CB 27.0" 1010.0 3.5' 1006.5 R-4342 10 CBMH 48.0" 996.1 4.4' 991.7 R-4342 11 CB 27.0" 997.5 4.3' 993.2 R-4342 12 CBMH 48.0" 1014.3 4.9' 1009.4 R -3067-V 13 CB 21' 1014.3 4.3' 1010.0 R -3067-V 13A CB 27.0" 1014.0 4.0' 1010.0 R-4342 14 CB 2k3' 1009.6 4.3' 1005.3 R -3067-V 19 CBMH 72.0" 981.5 12.4' 969.1 R -3067 -VB 4' SUMP 19A CB 2k3' 981.5 4.3' 977.2 R -3067-V 20 CBMH 48.0" 951.4 8.2' 973.2 R -3067 -VB 20A CB 2k3' 981.5 4.3' 977.2 R -3067-V 21 CBMH 48.0" 979.0 4.4' 974.6 R-4342 22 CBMH 48.0" 978.5 3.5' 975.0 R-4342 23 CBMH 48.0" 978.5 3.2' 975.3 R-4342 24 CBMH 48.0' 979.0 3.4' 975.6 R-4342 25 CBMH 48.0' 981.0 4.3' 976.7 R-4342 27 CBMH 48.0" 986.0 4.3' 981.7 R-4342 28 CBMH 48.0" 995.0 4.3' 990.7 R-4342 29 CBMH 48.0" 997.0 4.3' 992.7 R-4342 30 CB 27.0" 1000.0 4.3' 995.7 R-4342 31 CBMH 48.0" 985.2 4.3' 980.9 R -3067-V 32 CBMH 48.0" 988.2 4.6' 983.6 R -3067-V 33 CBMH 48.0" 990.8 4.6' 986.2 R -3067-V 34 CBMH 48.0" 999.3 4.6' 994.7 R -3067-V 35 CBMH 48.0" 999.3 4.3' 995.0 R -3067-V 36 CBMH 48.0" 1006.1 6.6' 999.5 R-4342 37 CB 27.0" 1004.0 4.3' 999.7 R-4342 38 CB 2k3' 988.2 4.3' 983.9 R -3067-V 39 CB 2x3' 990.8 4.3' 986.5 R -3067-V 41 STMH 60.0" 980.1 14.1' 966.0 R-1642 45 CBMH 48.0" 999.2 8.6' 990.6 R-4342 46 CBMH 48.0" 999.7 5.7' 994.0 R-4342 47 CB 27.0" 999.0 4.5' 994.5 R4342 CITY PROJECT NO. 2020-12 w� A SATHRE-BERGQUIST, INC. o y 150 SOUTH BROADWAY WAY 1, MN. 55391 (952)476-6000 CHANHASSEP MINNESOTA OUTLET STRUCTURE TABLE Structure Name TYPE INV DETAIL 1 FES 961.5 17 16 OCS 960.50 SEE STRUCTURE DETAIL 42 OCS 967.7 SEE STRUCTURE DETAIL 40 FES 967.50 14 43 FES 970'5 8 44 OCS 970.50 SEE STRUCTURE DETAIL NOTE: OUTLET STRUCTURES MUST MEET STANDARD DETAIL #3109 & #3109A. FES TABLE Structure Name TYPE SIZE (IN.) INV C.Y. RIP RAP CL. 3 1 FES 30 964.0 17 15 FES 18 959.8 10 18 FES 30 973.0 17 40 FES 27 964.0 14 43 FES 12 967.7 8 NOTE: TRASH GUARDS REQUIRED ON 24" FES OR GREATER, AND FES INLET 42 PER STANDARD DETAIL #3108. ')b",O 100 50 I0I 50 100 2100 El El El El fl_rl_fl H ❑ � � SLE IN FEET HORIZONTAL SCALE FILE NO. STORM SEWER PLAN 3120-079 THE BLUFFS AT LAKE LUCY g CHAN THREE DEVELOPMENT, INC. 33 1030 1020 1010 1000 990 1030 1020 aj' CBMHS BL 1010 a 0+00 CBMH 7 CBMH5TC1010.8TC: 1009.6 TC: 1010.2 TC: 1009.9 C 140,06' BLD 54' CBMH 7 TC: 1009.6 BLD: 4.6' B 1 TC: 1009.6 BLD: 4.3' EG 970 1020 TIE ALL RCP PIPE JOINTS FROM CBMH 2 TO CBMH 3'� z z - - z - DIA 48 0" EC, BLD: 5.3' " DIA:4 CBMH 4 1020 1010 FG -- 1010 1010 FG SHEETS UTILITIES 1010 DIA.4 . . TC: 1007.1 1030 _ _ _ _ CITY COMMENTS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT 1030 ��ERs F� 2020-12 _ .-.. ................. BLD: 8.4' DRAWN BY 04 - 8"WM... .. ...29. '-15"RCP - EG '', _ _ SAT H RE-BERGQUIST INC. 1010 1000 1010 7.9'-15" CL.5 @::.52% - CP 1000 1000 T-1002.4 r8sss.5 4' SUMP CL 5 @ 1.03% 1000 960 1010 CHANHASSEN, rn, CL.5 @ 0.22% Z:zZ 9 CHECKED BY 960 MILA':24 [TMCC�MjOH14123 _ EG - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE S ,^ ��� iv/ 960-----960 116.7-15"RCP CLS @ 0.34% 155.9'-15"RCP 36.5'-15"RCP T-1800W2.M7 33.0'-15"RCP 8MH 30@. _1020 MJV MJV z 1000 1020 - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING CL.5 @ 0.55% 8"SAN CLS 0.61% 124.9'-15"RCP 2f.6-1 5"RCP 2 1000 16 0 o - - - Moo T-997.9 o CL.5 @ 1.44% CL.5 @ 0.94 / o . - __ BLD: 9.4' Date: 07 08 LO Lic. No. -- L -(Z8 Pd`' Rs v� o �� mm� vi u>u> o0 09 N---- CBMH2 29.T -15 000 z FG------ .__ z zz iyORt� 000 o00 00 0 ��� _ � TC: 984.0 L.5@1" CL.5 @ 1 950 1000 990 z zz zzz >>> 000 o0o 155.215'RC BLD: 19.8' \ .n z > - 1010 990 990 2+00 1+00 >> KEZ _ _ _ _ _ z z > > > CL5@9.73% DIA: 48.0" -- z �� rn 990 - - zzz - - - TIE ALL RCP PIPE \ Eo JOINTS FROM 8+00 7+00 6+00 5+00 4+00 3+00� CBMH 3 TO CBMH 4 ..EG \ El Fl_Fl Fl -\fl 0 0 0 ElWM 1020 1020 1020 980 020 29.4'-15"RCP CL.5 @ 9.85% \ FES-1 30" APRON 980 1030 1020 1010 1000 990 1030 1+00 007.1 _LBD: 8.4' 4 4A 007.2 : 4.3' 9DI2'x3' 0+00 0+50 -0+50 0+00 0+50 CBMH 7 TC: 1009.6 BLD: 4.6' B 1 TC: 1009.6 BLD: 4.3' EG 970 DRAWING NAME TIE ALL RCP PIPE JOINTS FROM CBMH 2 TO CBMH 3'� z z - - z - '�, \ 17 CY CL.3 MCIC5L 970 1020 1010 FG -- 1010 1010 FG SHEETS UTILITIES 1010 DIA: 4 . " 970 1030 _ _ _ _ CITY COMMENTS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT 1030 ��ERs 2020-12 FG .-.. ................. 3120-079 DRAWN BY 04 - 8"WM... .. ...29. '-15"RCP - EG '', ro',, r�N 91.6'30"RCP SAT H RE-BERGQUIST INC. 1010 1000 O5 7.9'-15" CL.5 @::.52% - CP 1000 1000 T-1002.4 r8sss.5 CL 5 @ 1.03% 1000 960 CHANHASSEN, rn, CL.5 @ 0.22% Z:zZ 9 CHECKED BY 960 MILA':24 [TMCC�MjOH14123 _ EG - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE S ,^ ��� iv/ 960-----960 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000 _-_- --- _1020 MJV MJV z CBMH5 1020 - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ROBERT S.MOLST P.E. 74.6'-18"RCP 2f.6-1 5"RCP MINNESOTA CHAN THREE DEVELOPMENT, INC. TC 1009.9 - - - - - - - CL.5 @ 0.94 / o . - __ CL.5 @ 0.00 Date: 07 08 LO Lic. No. -- L -(Z8 Pd`' Rs v� BLD: 5.3' mm� 07/08/20 09 N---- 10/09/20 29.T -15 000 z FG------ .__ - DIA: 950 iyORt� m rn L.5@1" CL.5 @ 1 950 1000 990 - - o 0 0 990 990 .. .. -z --- .n z > - 1010 990 2+00 1+00 0+00 -0+50 -- z �� rn »> z zzz - - 980 980 990 980 980 980 980 1+75 1+00 0+00 -0+25 -0+50 0+00 0+50 -0+50 0+00 0+50 TC967.0BLD: 2+00 1+00 0+00 -0+25 DRAWING NAME NO. BY DATE REVISIONS MCIC5L 7.5'970 I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS soR`m CITY PROJECT NO. FILE NO. SHEETS UTILITIES 03 DIA: 4 . " 970 1030 _ _ _ _ CITY COMMENTS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT 1030 ��ERs 2020-12 FG STORM SEWER PLAN 3120-079 DRAWN BY 04 - MJV -- 09/16/20 --- --------------- CITY COMMENTS - EG AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. o w SAT H RE-BERGQUIST INC. ERJ O5 MJV 09/23/20 CITY& RPBCWD COMMENTS INDEMNIFY INC. OF LLRESPONSIBILITY. N CHANHASSEN, THE BLUFFS AT LAKE LUCY 9 CHECKED BY O6 MILA':24 [TMCC�MjOH14123 _ _ _CIN & RPBCWD COMMENTS - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE S ,^ ��� iv/ 960-----960 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000 _-_- --- _1020 MJV MJV ----------' CBMH5 1020 - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ROBERT S.MOLST P.E. 74.6'-18"RCP 2f.6-1 5"RCP MINNESOTA CHAN THREE DEVELOPMENT, INC. TC 1009.9 - - - - - - - CL.5 @ 0.94 / o . - __ CL.5 @ 0.00 Date: 07 08 LO Lic. No. -- L -(Z8 Pd`' Rs v� BLD: 5.3' 33 07/08/20 09 N---- 10/09/20 29.T -15 CP FG------ .__ - DIA: iyORt� m rn L.5@1" CL.5 @ 1 03%- 950 z z 950 1010 --- , 1010 -- z �� rn 50 25 0 25 50 1100 Eo B„SAN CPE El Fl_Fl Fl -\fl 0 0 0 ElWM - T1003�_ CL 5 1 93% EG SLE IN FEET T-1 07.0 gr. o o 940 940 NOTE: v v HORIZONTAL SCALE o o -0+25 0+00 1+00 1+25 WEIR WALL TO BE POURED IN PLACE 1000 _0 0 0 0 1 000 PER STANDARD DETAIL PLATE W31DRA V N V > Z >>> 000 Z Z Z 555 - - - Z Z Z N N m 1010 990 990 2+50 2+00 1+00 0+00 -0+25 1010 1000 990 980 970 1010 1000 1000 990 990 980 980 970 970 -0+25 0+00 1+00 2+00 3+00 3+50 960 955 1010 1000 N --E] ❑, - w 990 E]w w ❑Z w ❑w d 980 I A 0 U K 970 > 960 955 AND ALL EXISTING UTILITIES. 3+50 3+00 2+00 1+00 0+00 -0+25 DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS soR`m CITY PROJECT NO. FILE NO. SHEETS UTILITIES 03 _MJV 09/0_4/2_0 _ _ _ _ _ CITY COMMENTS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ��ERs 2020-12 STORM SEWER PLAN 3120-079 DRAWN BY 04 - MJV -- 09/16/20 --- --------------- CITY COMMENTS - SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. o w SAT H RE-BERGQUIST INC. ERJ O5 MJV 09/23/20 CITY& RPBCWD COMMENTS INDEMNIFY INC. OF LLRESPONSIBILITY. N CHANHASSEN, THE BLUFFS AT LAKE LUCY 9 CHECKED BY O6 MJV 09/29/20 _ _ _CIN & RPBCWD COMMENTS - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE S ,^ ��� iv/ o ,,, # m y 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000 RSM DATE 07 MJV MJV 10/05/20 10/07/20 _ _ _ CITY & /CES COMMENTS _ _ RPBCWD COMMENTS - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ROBERT S.MOLST P.E. s �� "I'l MINNESOTA CHAN THREE DEVELOPMENT, INC. 08 - - - - - - - - - - - - - - - - - - - - - - FROMILLEGITMATEUSE. Date: 07 08 LO Lic. No. -- L -(Z8 Pd`' Rs v� 33 07/08/20 09 MJV 10/09/20 CITY COMMENTS �<re / G F Q — — — —-- 4 .� � 3 / I ,y. -979 .1 � t 16 082 1 noce a� I I GF J \ \m — ------_39 wvseae__ DEL .a°o BF assn reef» or o d / \���/ aso.z 88 �m �— m �1 N _ `_ 16-084 / / .rF 1 �I BF 70 5 g Wand #1e� VE 36 FB g FB x NWL-973.0 16-081 ' HW L-977.0 O —�r _'s i 43�BF h I � l WATER80DV I * ROSSING PER 42 44 a / / (saa.4) I' I 988.6 I I 8 _ < 990. R y \8 F 24 Gt0 40 ft � I�890 9 PBCWD cPl gee � 25 g "yoSSv')'G 21 � \�^:� � X23 _« ��a�°°`gym 26 7 �• / � � � « 9 sse.t talo - � mac" � e l yz�Q $3 / 276 I ras>.q BF10076 22 5 � 91 IX I «353.3 I 1011.3 - �(( ��� I� �I naw - a 1� tl L iF 0022.6 / L_ L_ L_ L L_ L_ « ec ��� L L �:aaa � 3 tl LLLI LI \fit za — g� zs LLL— y^, ♦ L L L L L i9® FND1ew797.19 LLL NDriveway:7.15%3"Bitl6'CIS (2,555 sf) 3 \ vVeLla�d REMOVAL & RESTORATION FOR NEW DRIVEWAY Qq �' (PrLserv) �' �' w V= WILL REQUIRE RELOCATION OF MAILBOX, EX. '0 \ 3 (RMC) W - &2 ® DRIVEWAY T08E REMOVED AND RESTORED ®<F i-IWL=959.52 R l� / +" (RESTORATIO BE REM INCLDDE ARV DAMAGE TO Q �'i00..¢' a001'0 X`T IRRIGATION AND SHALLBESODDED), IMPACTS TO 609�R 6' TREE AND RESTORATION PLAN FORIMPACTED Cp 8 TREES (1:1 PLANTING OR RECODP COST), DRIVEWAY L— L— ALIGNMENT E PROPERTY LL BE STAKEDOR TO CONSTRUCTION IEWED IH L- A Iy TIES. P 1000 1000 1000 1000 102 3+00 4+00 B 19A 6+00 7+00 8+00 9+00 10+00 11+00 12+00 990 TC: 981.5 BLD: 4.3' MBL124� ------- 990 990 B 20A TC: 981.5 BMH 20 TC: 981.4 990 101 BLD: 4.3' BLD: 8.2' 50 25 0 25 50 100 DIA: 2'x3' EG i®LEI t EXISTING UTILITIES SHOWN ARE FG APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT FG SCALE IN FEET LOCATION OF ANY AND ALL EXISTING EG BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR 980 HORIZONTAL SCALE ANY AND ALL DAMAGES ARISING 980 980 - - - 980 100 8 0'-15"RCP8. BY DATE REVISIONS '-15"RCP I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS soR`m CITY PROJECT NO. CL. @1.25% FILE NO. SHEETS UTILITIES CL. @1.26% -_ _ _____ INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 970 N 970 970 N o 0 0 very 0 970 99 CITY COMMENTS — SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. o w SAT H RE-BERGQUIST INC. �mmmm ERJ O5 MJV z— m CITY& RPBCWD COMMENTS INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. Zzzzz N CHANHASSEN, THE BLUFFS AT LAKE LUCY CHECKED BY O6 MJV 09/29/20 _ _ _CITY &RPBCWD COMMENTS — SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE 960 ZZZ = -= 960 960 960 98 10/05/20 10/07/20 �., _ _ CITY & MCES COMMENTS _ _ — RPBCWD COMMENTS 0+50 0+00 -0+50 �.yF MINNESOTA CHAN THREE DEVELOPMENT, INC. N 08 950 950 FROM ILLEGITMATEUSE. ®� 97 0+50 0+00 -0+50 ® w w 33 07/08/20 09 MJV 10/0920 ®z CITU COMMENTS U, ® J1 LL UO y 9. w 96 � a U !n o Q U , 95 1020 1010 1000 990 980 970 960 950 V L -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 50 25 0 25 50 100 i®LEI t EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT SCALE IN FEET LOCATION OF ANY AND ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR HORIZONTAL SCALE ANY AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL EXISTING UTILITIES. -R I' DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS soR`m CITY PROJECT NO. FILE NO. SHEETS UTILITIES _03 _MJV 09/0_4/2_0 _ _ _ _ _ CITYCOMMENTS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT 1 ERs 2020-12 STORM SEWER PLAN 3120-079 DRAWN BY 04 MJV 09/16/20 CITY COMMENTS — SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. o w SAT H RE-BERGQUIST INC. ERJ O5 MJV 09/23/20 CITY& RPBCWD COMMENTS INDEMNIFY SATHRE-BERGQUIST, INC. OF ALL RESPONSIBILITY. N CHANHASSEN, THE BLUFFS AT LAKE LUCY CHECKED BY O6 MJV 09/29/20 _ _ _CITY &RPBCWD COMMENTS — SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 RSM DATE 07 MJV MJV 10/05/20 10/07/20 _ _ _ CITY & MCES COMMENTS _ _ — RPBCWD COMMENTS USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ROBERT S.MOLST P.E. �.yF MINNESOTA CHAN THREE DEVELOPMENT, INC. 08 FROM ILLEGITMATEUSE. Dale: 07 O8 �LO Lic. No. Pd`' 33 07/08/20 09 MJV 10/0920 CITU COMMENTS / ^ L (x3 bM) L�. -979.1 / Pond NWL-9 HL 43 ODE 42 ROBBING ROBBING PER PBCWD P .p 16-079 41 kyr I CPI 9B0¢ O ReCRO �\' 553 � s � 9p rNv:sa.c � �� 16-060 /9®�NFND IP:797.iS New Driveway 7.15%3"Bitl6•CI5(2,555 sf) REMOVAL& RESTORATION FOR NEW DRIVEWAV`j4gO 8.2 w y. WILL REQUIRE RE LOCATION OF MAILBOX,EX. ® DRIVEWAY T08E REMOVED ANO REST ORED ®�F �' / muw:s �• (RESTORATIONSHALLINCLUDEANV DAMAGETO Q IRRIGATION AND SHALL BE SODDED) IMPACTS TO sOy O' A 1 , RON IN- -I I I� i -ft_ �- i via I� r � � 1020 1010 1000 990 980 970 960 1020 1010 1010 1010 EG 1000 1 CBMH 33 B 39 990 980 970 960 1000 Po 6' TREEAND RESTORATION PLAN FOR IMPACTED Cp TR 1.1 PLANTING OR RECST.EDOUPA. COST), DRIVEWAY AALIE N TEES RTY ALL RIOR TO CONSITROCT OINH \\� --- 8 1000 8+00 8+50 V0+50 0+00 -0+50 V BLD -940 BLD: 4.3' 1020 - 1020 1020 1010 1000 990 980 970 960 1020 1010 1010 1010 EG 1000 1 CBMH 33 B 39 990 980 970 960 1000 -------- TC: 990.8 TC: 990.8 --- 2+00 3+00 4+00 1000 8+00 8+50 V0+50 0+00 -0+50 V BLD -940 BLD: 4.3' 11_____________-. DIA: 2' o U FIG 990 990 H B_ 29.3'-1 5"RCP - --- - ------------ L.5 @ 1.03 8•'WM V, W J 8"SAN T-983.6 0 980 N N p N ❑ 666 50 25 0 25 50 100 ❑Li W ZZZ m m m m i ❑ z > 970 n n 970 W ®� w SCALE IN FEET a o U w o. o � DRAWING NAME NO. BY DATE a 9601 USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF 960 soR`m -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+50 V0+50 0+00 -0+50 V -0+50 0+00 1+00 y o U H B_ V, W J 50 25 0 25 50 100 m m m m i SCALE IN FEET HORIZONTALSCALE '1'O RTN DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS soR`m CITY PROJECT NO. FILE NO. SHEETS UTILITIES _03 _MJ_V 09/0_4/2_0 _ _ _ _ _ CITYCOMMENTS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ERs 2020-12 STORM SEWER PLAN 3120-079 DRAWN BY 04 — MJV -- 09/16/20 --- --------------- CITY COMMENTS — SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. o w SAT H RE-BERGQUIST INC. EKE 05 MJV 09/23/20 CITY& RPBCWD COMMENTS INDEMNIFYSATHRE-BERGQUISE INC. OFALL RESPONSIBILITY. N CHANHASSEN, THE BLUFFS AT LAKE LUCY 11 CHECKED BY O6 MJV 09/29/20 _ _ _CIN & RPBCWD COMMENTS — SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE S ,^ ��� iv/ o ,,, # m y 150 SOUTH BROADWAY WAY 1, MN. 55391 (952)476-6000 RSM DATE 07 MJV MJV 10/05/20 10/07/20 _ _ _ CITY & MCES COMMENTS _ _ RPBCWD COMMENTS — USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ROBERTS.MOLST P.E. s �� MINNESOTA CHAN THREE DEVELOPMENT, INC. 08 — — — — — — — — FROM ILLEGITMATEUSE. Dale: 07 O8 7LO Lic. No. H— 4Z8 Rs v� 33 07/OBY20 09 MJV 10/0920 CITU COMMENTS G ��re a 9e+6 / F O mo5d= -- I � 4 3 I m999.an «m„�» (x3' bM) V� � ,6-083 - 3 / I ,y. -s7s 1 \ t 16 082 1 Woos fi, I I L- X GF J /'®�" rvv�53o.2 - - - - - - - - � - _ 39 wvsaee g Pond #,FB x NWL-973.0 16-081 16-087 41 ) HWL-977.0wv. --wv9aex 32 33 -aae.e I �_ 40 �� < m / wv= 18 I I/ 967.7 A �� ❑ !� .w` r'o GF � � _ a.o �� I3 _ -• I � _ _ g - - - - L i � 9 0 i0 WO I 5.3 � I v,aoa \ a2-- 085 $ \ 18 ) I «sas., f WATERBODV " to / @� / O 1 0 eF a1 I 1 , ROBBING PER a PBCWD 9�0 ,s-o7s qF i/ L 02. r RQ tion to 40 ft 1 890 S �) L � 2a -°�--.._ems-l: � � «ae>, - 8.� � BFss4s oe.e ��°- -,o, � �✓� cccc 10 I- � I CPI 980 wee, B SOS. 20 21 \ dd 25 ❑_« ear 7 yI .1 oc L 40 L- w ,I. w L- 7L c�"„ 3 mvsae � � L- w L- L- L L- \L 2a - �._- 2s L L L- L- L- L L- L- L I L L L i9® FND1797.18 New Driveway:7.15%3"Bitl6'CIS(2,555 s1) y^, 3 \ v,'etlafid 1 REMOVAL & RESTORATION FOR NEW DRIVEWAY Qq �' (Prbser* I �' �' �' �' � � L L D � ao V= WILL REQUIRE AYTOBRELOCATION OF MAILBOX, EX. .Q \ 3 (RP C) W - 1 2 ® DRIVEWAY T08E REMOVEDANO RESTORED ®<- L rlVVL-,959.52 R C e" (RESTORATIONSHALL INCLUDE AN V DAMAGE TO Q a001'0 X`T IRRIGATION AND SHALL BE SODDED),IMPACTS TO sQ9QR 6' TREEAND RESTORATION PLAN FOR IMPACTED Cp 8 TREES (1:1 PLANTING OR RECOUP COST), DRIVEWAY L- L- ALIE PROPERTY GNI LL BE ST OR TO CONSIEWED TRUCT OINH L- A )ATIES. �� P OUTLET STRUCTURE - WETLAND 2 TOP BACK 9]4.35 0.]5'HWL-9]3.6 050, 80TTOM966.5 NW 969.9 18' RCP ouTLET 2' -RCP INLFf 8.50' 990 990 990 990 0DIA:60.0" _.._..- OCS 42 -_____ - ______- HBL.: :0 FG'TC: 973.6 12" APRON W/ BLD: TV 8"WM 980 TRASH GUARD 980 980 ..._. 980 E -- E T 978.4 ------ 8 C CL.3 --- - \ 27"' APRON RIP -RAP - -- 14CY CL.3 -- - - - - nn ------------ --------�-- - - ----- --- ...... FG 970 V _ BOTa9 _, INSULATE 970 970 970 13.0'-12"RCP 1 .5'-27"RCP _._CLS-@0.00°fo----- -- .._.._.. - C .4@6.90% .... 23.9'-18"RCP CL510.44% 40.4'-,8"RCP oN o @- 212.2 27"RCP o ' o o CL.5@1.24% � o rn� G� ,n CLA @ 0.94% m 960 S S _ _ _ _ _ _ - 960 960 ° ° > s 960 `D rn z_z_z zz_ rn w z >» WATER13ODY CROSSING z m ------------ N W N r zzz PER RPBCWD - ', 950 950 950 950 4+00 3+00 2+00 1+00 0+00 -0+50 -0+50 0+00 0+50 OUTLET STRUCTURE - POND 1 TOP BACK 977.75 TOP FRONT 0.75- 97 .0 .]5'9]].0 j� TOP WEIR -974.5 NWL-973.0 U N NOTE U WEIR WALL TO BE POURED IN PLACE PER STANDARD DETAIL PLATE #3109Aaf o_ 50 25 0I 2II5 5I0 1100 ® ® `0 rl_�l ® ® ® ® �� SLE IN FEET T HORIZONTAL SCALE '1'O RTN DRAWING NAME NO. BY DATE REVISIONS USE (INCLUDING COPYING, DISTRIBUTION, AND/OR CONVEYANCE OF I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WAS SOR`m CITY PROJECT NO. FILE NO. SHEETS UTILITIES 03 _MJV 09/0_4/2_0 _ _ _ _ _ CITY COMMENTS INFORMATION) OF THIS PRODUCT IS STRICTLY PROHIBITED WITHOUT PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I ��ERs 2020-12 STORM SEWER PLAN 3120-079 DRAWN BY 04 MJV 09/16/20 CITY COMMENTS - SATHRE-BERGQUIST, INC.'s EXPRESS WRITTEN AUTHORIZATION. USE WITHOUT SAID AUTHORIZATION CONSTITUTES AN ILLEGITIMATE USE AND SHALL THEREBY AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. o w SAT H RE-BERGQUIST INC. EKE 05 MJV 09/23/20 CITY& RPBCWD COMMENTS__ INDEMNIFY INC. OF LLRESPONSIBILITY. N CHANHASSEN, THE BLUFFS AT LAKE LUCY 12 CHECKED BY O6 MJV 09/29/20 _ _ _CIN &RPBCWD COMMENTS - SATHRE-BERGQUIST, INC. RESERVES THE RIGHT TO HOLD ANY ILLEGITIMATE S ,^ ��� iv/ o ,,, # m y 150 SOUTH BROADWAY WAYZATA,MN. 55391 (952)476-6000 RSM DATE 07 MJV MJV 10/05/20 10/07/20 _ _ _ CITY & MCES COMMENTS _ _ RPBCWD COMMENTS - USER OR PARTY LEGALLY RESPONSIBLE FOR DAMAGES OR LOSSES RESULTING ROBERTS.MOLST P.E. MINNESOTA CHAN THREE DEVELOPMENT, INC. 08 FROM ILLEGITMATEUSE. Dale: 07 O8 "7_0 Lic. No. 33 07/08/20 09 MJV 10/0920 CITU COMMENTS