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04 Galpin SS 072920v N. L�.KE ILUCY_ RIDGE L • W w W W w W w W �T �� I �.- hJ / ��I li '� i �� T xcrE@.s / w W 1033.3 �� .e _ wu°TonuoxnE I I � T I I I li I x' 9° . W e ms�o v h f per, �l fit Nzz 4 Fl- / N T ryI s u s l�lj w wvZ"ti w T� kr0 �`%..._ 1wWWWwwwWWwwWWWwwWWWww_WwT� \/�� ; FILTRATION BASIN 6" DRAINTILE DETAIL 2' SAND I I ____•_____ cna�e corvca� zo I I TYPICAL EOF DETAIL STRUCTURETABLE STRUCTURE NAME TYPE DIAMETER RIM BUILD INV CASTING NOTES 2 CBMH 48.0' 976.5 12.2' 964.3 R-4342 24 3 CBMH 48.0" 995.0 8.0' 987.0 R-4342 OCS 4 CBMH 48.0" 1007.0 8.1' 998.9 R -3067-V 4' SUMP 5 CBMH 48.0" 1010.5 5.4' 1005.1 R -3067-V 42 6 CBMH 48.0" 1011.1 5.8' 1005.3 R -3067-V 7 CBMH 48.0" 1010.7 5.2' 1005.5 R -3067-V DRAWING NAME NO. 8 CBMH 48.0" 1012.2 6.1' 1006.1 R -3067-V SAT H RE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 47G6000 9 CB 27.0" 1010.0 3.5' 1006.5 R-4342 _ _ _ _ _LAYOUT _REVISIONS _ - - - - - - - - - - - - - - - - - 10 CBMH 48.0" 996.0 4.3' 991.7 R-4342 CHECKEDBY 11 CB 27.0" 999.0 4.3' 994.7 R-4342 12 CBMH 48.0" 1014.1 4.7' 1009.4 R -3067-V 13 CB 2'1' 1014.6 4.3' 1010.3 R -3067-V 13A CB 27.0" 1014.0 4.0 1010.0 R-4342 14 CB 2'1' 1010.7 4.3' 1006.4 R -3067-V 19 CBMH 48.0" 981.4 12.3' 969.1 R -3067-V 4' SUMP 20 CBMH 48.0" 981.4 8.2' 973.2 R -3067-V 21 CBMH 48.0" 979.0 5.6' 973.4 R-4342 22 CBMH 48.0" 978.0 4.2' 973.8 R-4342 23 CBMH 48.0" 979.0 4.6' 974.4 R-4342 24 CBMH 48.0" 979.0 4.3' 974.7 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" 1005.5 6.0' 999.5 R-4342 37 CB 27.0" 1004.0 4.3' 999.7 R-4342 38 CB 2'1' 988.2 4.3' 983.9 R -3067-V 39 CB 2'x3' 990.8 4.3' 986.5 R -3067-V 41 STMH 60.0" 979.1 13.1' 966.0 R-1642 OUTLET STRUCTURE TABLE Structure Name TYPE INV DETAIL 16 OCS 961'5 SEE STRUCTURE DETAIL C.Y. RIP RAP 1 960.50 24 964.0 12 970'8 FES 43 OCS 972.00 SEE STRUCTURE DETAIL FES TABLE Structure Name TYPE SIZE (IN.) INV C.Y. RIP RAP 1 FES 24 964.0 12 15 FES 18 959.8 10 18 FES 30 973.0 17 40 FES 27 963.5 14 42 FES 18 967.7 10 EXISTING UTILITIES SHOWN ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE 100 50 0 50 100 200 CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ANY AND ALL EXISTING ��I 9�,O UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY i SCALE IN FEET AND ALL DAMAGES ARISING OUT OF HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY t , 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 USERORPARTYLEGALLYRESPONSIBLEFORDAMAGESORLOSSESRESULTING FROM ILLEGITMATE USE. I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WASCITY PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. "� S 6Rs S�R o w N o s �� SAT H RE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 47G6000 PROJECT NO. STORM SEWER PLAN THE BLUFFS AT LAIKE LUCY CHAN THREE DEVELOPMENT, INC. FILE NO. 3120-079 SHEETS UTILITIES 01 MJV 07/2_9/2_0 _ _ - - - - - _ _ _ _ _LAYOUT _REVISIONS _ - - - - - - - - - - - - - - - - - - DRAWN BY CHANHASSEN, MINNESOTA ERJ g 7� L CHECKEDBY _ RSM DATE ROBERT S. MOLST P.E. Dale: 07 08 -LO Lic. No. - 07/OSY20 � z d 1030 1030 �I I s J _ -LL pooQg I rl L m ~ice aelf9, ��m 1 m cesCSMH 1020 TC: 1010.0 TC: ,012.2 CBMH 5 1020 C. 1010.7 TC: 1011.1 TC: 1010.5 8LD: 3.5' BLD: 6.1' DIA 27 BLD: 5.2' BLD: 5.8' FG DIA: 4 .EG DIA: 4 . DIA: 4 . DIA: 48.0" R or I�I 101 ��I I TC: 10 07.0 W ---- BLD: 8.1'ZDDIA: 48.0" FIG3 1010 4 MP 10 10 J I 4 5 I of 1F3Ftolos ss �1 e., L,FB�2 I -i 116.7@0"RC 5 �,N N MMoM o33.0'-150RP L0C DBILABCD: 9:4 98.0 0 05C.S .34% @38S@55CL .5 .124.7-15RCPTF�I .'% % 1000 Cl 5 @ 1.76% 8.0" 1000 000 �� Oo 14 m �II� Z> z z zNzNz N _>_ N > oO iO 142.4.-15'57% \ EG BF,oOCL.5 @eB . F iF ss0 ZZZ z � o00 oQo g A105 12.2 N N ,o9s6 ©e L 98 80 I - _----ws- I I 0 rn rn rn \ FE 1 9 „F- zzz 24" APRON / - TOPgZ D o w I° �. Y.-�-m- x ..a_T I \ 12 CY CL.3 12'Nm1o,o, � N RIVE wv:+ -�� d� ® /N N m I o I �' o $ 4 / 970 92.RCP ti 970 s I I � � CL.5 17.5 @ 17.01% � GF 1017.0wLN m/� /� / TF 1017.3 � �' m Ibt x ' C y 9eF _ 82.9'-24"RCP CLA@0.36% 9L,0 .. z z Z EI I @ 3 0 o '0. N 950 N %k,LL �950 g$ I °� / W h+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 -0+50 - I OUTLET STRUCTURE - POND 2 1030 1030 e ° � 1014.6 TC: 1014.1 L \131� r MI�� ° �� v 1020 DIA: z 3' BLD: a.r CBMH 5 1020 1020 DIA: 4 . \ TC: 1010.5 + BLD: 5.4' 7 I� I I 1�1zv / / 10 / .v W w FG DIA:4 .011 I/ I / /,9, 4 V W W 1010 1010 1010 37.3'-15"RCP 6 / CL.5 @ 1.34% EG CL.5 @ 1.78%-� b O O O 1000 /w 1000 0 0 0 616 L6 1000 / - iii ZZZ O O O ; Z Z Z Im zz°P �' W ANN 990 1030 TOPBACK967.75 0.]5' AW -7.1 FRONT 967 .0 TOP WEIR -966.0 1020 NWL-964.0 18'RCP-5 j E-INTILE @ 961.0 - 15-RCP961.5 1010 0.50' BOTTOMA59.5 TOP WEIR -965.0 1000 12" SLOT NWL9fi0.0 1-P OUTLET 15' -RCP INLET 0 E990 050' 993+00 2+00 1+00 0+00 -1+00 0 -1+00 0+00 1+00 �\ Filter #2 / 1010 980 -------- -- -------------------- -- - OCS 16 ------------ 18" APRON TC: 965.1 --- 1000 970 --- CL.3 BLD: 5.6 DIA: 48.0' __- _- 10 CY FG 990 960 74718'R X44 O 2'-15"RCP @ CL.5 0. r „0.00% m N N 980 950 N ° Z zz N 970 ' WQ('�n(j N' W W \\ NWL-964.0 / / 1030 DRAWING NAME NO. BY DATE REVISIONS 1030 1010 ��6Rs � o w N SAT H RE-BERGQUIST, INC. o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 47G6000 myF Pd`' HS °a' Y11�i1L-sszl STORM SEWER PLAN THE BLUFFS AT LAKE LUCY CHAN THREE DEVELOPMENT, INC. FILE NO. 3120-079 SHEETS UTILITIES 01 MJV 07/2_9/2_0 _ _ _ _ _ -- --- _ _ _ _ LAYOUT REVISIONS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - ---------------- -- DRAWN BY CHANHASSEN, MINNESOTA (21" Sand/3' Q m,p. B962.0)/ 9 7� L CHECKEDBY _ RSM DATE ROBERT S. MOLST P.E. Date: 07 08 -LO Lic. No. �- 4Z8 - 07/08/20 �_. 1 m.ers m.azoY q\\\ TC 1014 0 BAH 12 TC 1014.1 1000 Pond #2 1020 -------- BLD: 4.T 1020 NWL-964.0 /// DIA 270 FG DIA. 46.0" l HWL-967.1 \ / \ / t� \ 990 psf) 0a 1010 1010 16 - to �OGftl / ', 1795451-% EG 11TRUL`; _ ,A cle o .. -_CL.5@0.33°7° a /y b pNO eft MH1 / ', O 980 sfa,�od eR HED /w 1000 O 1000 � ZKKK N 970 1010 980 -------- -- -------------------- -- - OCS 16 ------------ 18" APRON TC: 965.1 --- 1000 970 --- CL.3 BLD: 5.6 DIA: 48.0' __- _- 10 CY FG 990 960 74718'R X44 O 2'-15"RCP @ CL.5 0. r „0.00% m N N 980 950 N ° Z zz N 970 ' WQ('�n(j N' W W 940 a%u 990 990 -1+00 0+00 1+00 2+00 3+00 4+00 -1+00 0+00 1+00 2+00 2+00 1+00 0+00 -0+50 50 25 0 25 50 100 0 0 El El 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 AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. �� S /j� ��6Rs � o w N SAT H RE-BERGQUIST, INC. o 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 47G6000 myF Pd`' HS °a' CITY PROJECT NO. STORM SEWER PLAN THE BLUFFS AT LAKE LUCY CHAN THREE DEVELOPMENT, INC. FILE NO. 3120-079 SHEETS UTILITIES 01 MJV 07/2_9/2_0 _ _ _ _ _ -- --- _ _ _ _ LAYOUT REVISIONS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - ---------------- -- DRAWN BY CHANHASSEN, MINNESOTA ERJ 9 7� L CHECKEDBY _ RSM DATE ROBERT S. MOLST P.E. Date: 07 08 -LO Lic. No. �- 4Z8 - 07/08/20 I= 111 mIm �o -421 Filter#1 \ �4 if, ° ca _-g,'�,.]os A NWL-93.0 A \ �� e HWL-979.0 � \ (21'fiand/3"ComP�[-B9]1.0) V � O 0 Pond #1 \ \ H Bela s t c I NWL-973.0�TF ssz.e� HWL-976.0o �I 18 /1F 99031 II BF 984.1 143 mal 0 ry°ice EXE _ � c ,. y • 1 irvvsee. d T $ coo oc000 ro / �t Po j/ ao,.o va 1020 1010 1000 990 980 970 960 950 -1+00 3440 0 6,0 a 0'. RcA 1 ...%,.3 TF 995 �-�- rVrvvass,l y o"N 7 1' BVV 8 �I TSS r �I ease, s s r W GF; --7 BF 99O 1 1 TF 0033, '3e� / 03.3 - _ WO ill �I GF1006.: g x 1 BF 994.61008.8 1 ']W� « 26 �l aaPau % �� 1 x aaa.el eFssa.f 522 a Buffer Reduction to 40 ft (14,760 sf) � � �\« 9 � � \ Wgtlanc,1 lPresgrve) P ( �.oti-lam �% mau.en 50 25 0 25 50 100 ❑ ❑ L SCALE IN FEET � noos3l x DELL A DRIVE 36 BFssas � FB I - ,rvv:asl.1 Lty ATF 1007.3 ...%,.3 TF 995 �-�- rVrvvass,l y o"N 7 1' BVV 8 �I TSS r �I ease, s s r W GF; --7 BF 99O 1 1 TF 0033, '3e� / 03.3 - _ WO ill �I GF1006.: g x 1 BF 994.61008.8 1 ']W� « 26 �l aaPau % �� 1 x aaa.el eFssa.f 522 a Buffer Reduction to 40 ft (14,760 sf) � � �\« 9 � � \ Wgtlanc,1 lPresgrve) BLD: 4.3' FE 18 CBMH 19 CBMH 25 TC: 983.0 DIA: 4 . 136.7-15"HDP TC: 981 4 CBMH 20 TC: 981.0 @ 30" APRON H�'H CBMH 23 CBMH 24 BLD: 4.3' 90.5'-15"HDPE', 2.20LD12.3' TC: 981 4 BLD: 4.3' DIA: 4 . @TC. 978.0 TC 9790 TC: 979.0 2.21% : 480'BLD:82'DIA:44'SUMP DIA: 48.0" BLD: 42' BLD 4 6' BLD: 4.3' DIA; 4 . 270.8'-15^HDPE EG m rn 0 FG --- '_ @332% °oo' zz 0 zz ',/ 90 :1'-15"HDPE - -- '------------------ -- ---- ----- ------------�--------------------- ------ � ------ --- ---�---`---- ---- ---�, 85,4'-15'"HDPE---- ------..-- -,----------------------- ---------------�---_-->---c- -,-------------- ----------- -,-------------- ,- - 3.33% 61.6' 30"RCP 29.5'-27"RQ - 80.T-15"HDPE @ 2.34 % o o m m 85.4'-15"HDPE 73.6'-15"HDPE 2.48 % r n rn rn P 55 6'-15"RCP , 97.T-15"HOPE @ o o m aP > --- 41 --------. --. - - - - -.-------@0.70% @0.41% --------------nk---------- ---.----rnrn - .----- ---, z ---------------------------------- -----------------..- - ----- ---- --------------- ---------------------------- - - CL.4 @ 016% CL 4 @ 0.34 / CL 5 @ 0.36% @ 0.41 % '..,., _ o taw _ o o,o o v ^^ mm o 00 �^ vv zz �n z zz zzz zz zZ EG zz zz - ---------- --- a--..- --..:-- - - s-:. --..--..-- - -..-- N N --..-------.----- N ---., -- ---.--..--. ---------. ---- ------ ------------------------------ ---------.----- ---- --------------- ------------------------- - Lo 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 1020 1010 1000 990 980 970 960 J 950 12+00 TC: 1000.0 50 25 0 25 50 100 ❑ ❑ L SCALE IN FEET DRAWING NAME NO. D: 4.3' DIA: 2.. " TC: 995.01 BLD: 4.3' TC: 997.0 BLD: 4.3' DIA:4 ., I HEREBY CERTIFY THAT THIS PLAN OR SPECIFICATION WASCITY PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. �� S f�� DIA: 46.0" SAT H RE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000CHANHASSEN, PROJECT NO. FG FILE NO. 3120-079 SHEETS UTILITIES 01 MJV 07/2_9/2_0 -- --- -- --- _ _ _ _ LAYOUT REVISIONS _ ---------------- - ---------------- - BLD: 4.3' FE 18 CBMH 19 CBMH 25 TC: 983.0 DIA: 4 . 136.7-15"HDP TC: 981 4 CBMH 20 TC: 981.0 @ 30" APRON H�'H CBMH 23 CBMH 24 BLD: 4.3' 90.5'-15"HDPE', 2.20LD12.3' TC: 981 4 BLD: 4.3' DIA: 4 . @TC. 978.0 TC 9790 TC: 979.0 2.21% : 480'BLD:82'DIA:44'SUMP DIA: 48.0" BLD: 42' BLD 4 6' BLD: 4.3' DIA; 4 . 270.8'-15^HDPE EG m rn 0 FG --- '_ @332% °oo' zz 0 zz ',/ 90 :1'-15"HDPE - -- '------------------ -- ---- ----- ------------�--------------------- ------ � ------ --- ---�---`---- ---- ---�, 85,4'-15'"HDPE---- ------..-- -,----------------------- ---------------�---_-->---c- -,-------------- ----------- -,-------------- ,- - 3.33% 61.6' 30"RCP 29.5'-27"RQ - 80.T-15"HDPE @ 2.34 % o o m m 85.4'-15"HDPE 73.6'-15"HDPE 2.48 % r n rn rn P 55 6'-15"RCP , 97.T-15"HOPE @ o o m aP > --- 41 --------. --. - - - - -.-------@0.70% @0.41% --------------nk---------- ---.----rnrn - .----- ---, z ---------------------------------- -----------------..- - ----- ---- --------------- ---------------------------- - - CL.4 @ 016% CL 4 @ 0.34 / CL 5 @ 0.36% @ 0.41 % '..,., _ o taw _ o o,o o v ^^ mm o 00 �^ vv zz �n z zz zzz zz zZ EG zz zz - ---------- --- a--..- --..:-- - - s-:. --..--..-- - -..-- N N --..-------.----- N ---., -- ---.--..--. ---------. ---- ------ ------------------------------ ---------.----- ---- --------------- ------------------------- - Lo 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 1020 1010 1000 990 980 970 960 J 950 12+00 50 25 0 25 50 100 ❑ ❑ L SCALE IN FEET 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 WASCITY PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. �� S f�� 6Rs B�R o w N o m y s �� SAT H RE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000CHANHASSEN, PROJECT NO. STORM SEWER PLAN THE BLUFFS AT LANCE LUCY CHAN THREE DEVELOPMENT, INC. FILE NO. 3120-079 SHEETS UTILITIES 01 MJV 07/2_9/2_0 -- --- -- --- _ _ _ _ LAYOUT REVISIONS _ ---------------- - ---------------- - DRAWN BY MINNESOTA ERJ 7� L CHECKEDBY - RSM DATE ROBERTS. MOLST P.E. Date: 07 08 -LO Lic. No. �- LiZg - 07/08Y20 / \/) Pond #1 NWL-973.0 CO�m \ 2 �IAGF 992.5 I HWL-976.0 \ %po ��oGFy;- ^•m I 18 / tF� r, 3 1I I� BF 9884.1 F9O8 2I Ileez.n II m41 V O9 n �i1 �\ \\ .» I 9 4 ,I 24 -�� 1 3 x A[ na„�1 4 al tl 39 wv:sae.e BF ss II �) t,00e.al x 4 \ pBF 10fk1.i y pELLq pRIVE i 36 5 1 - iW 7.3 F I I G B TF 995 .3 y wQ I BF 986. '000a BF 986.6998).3 � 1p�5 I' r - l8v:aaae ,ro < _ oC v x aes.a, g 6 �-,9'TB i rT GF �+a 7 BF99 W � �I #TF 1033->� ✓1' (ae7.p1 g uI � BF gI II x !(ae>411 x II I 1 II W 994.6 1008.8 _ 126 1 7 x «aaoal x I P 9I Ig BWO c< _ L �1 x raaa.al 1 998.1 9 rFioloo 1 a.�°Q ae 127 6 9I II «aea..n x II �� x All B WQ 3 �I �� \\ °+ � � 9I 9 raa>,1 I 1 foots II cFiBn o '%� 8 e� � / 1 n°--_ <c tl 5 1 1 II TF 1011.3 vvu �� a� 1' i BF 1002.6 � \ + L _ 4 x 1 ` Buffer Reduction to 40 ft (14,760 sf) �,� ��cc (� II �� x �� X20 � rl 128_ 3 I rbR� `74q W W W W J WA- � � , Wgtlanc,1 � °Bp9 ° RL,p w ,v lPresgrve) , �✓ W BI 1020 1020 970 960 -1+00 0+00 ZZZ LLo Lo rnrn z - z N 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 970 970 J 960 960 L- 9+00 9+00 1+00 -Z EG CBMH 32 TC: 988.2 TC 988.2 BLD: 4.3' 8LD: 4.6' ' DIA: 2' DIA.4 . " FG 29.3'-15"RCP CL.5 @ 1.03% z zzz 1A EKE _ 0+00 1020 1010 1000 1000 990 990 980 980 970 970 J 960 960 -- -1+00 -1+00 BMH 33 B 39 TC: 990.8 TC: 990.8 BLD: 4.6' BLD: 4.3' DIA: 2 FG 29.3'-15"RCP CL.5@1.03% �QQ 0 ru ru ru N zz zzz z 0+00 1020 1010 1000 990 980 970 960 1+00 50 25 0 25 50 100 11 11 Ll SCALE IN FEET 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 WASCITY PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. /j� �� S f�� 9F SAT H RE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 PROJECT NO. Filter#1 FILE NO. 3120-079 SHEETS UTILITIES 01 MJV 07/2_9/2_0 _ _ _ _ _ - - - - - v ca los zoo A NWL-973.0 \ HWL-97.0 DRAWN BY CHANHASSEN, MINNESOTA ERJ 11 7� L \ (21'S ---Com 1-B971.0) _ RSM / ROBERTS. MOLST P.E. Date: 07 08 -LO Lic. No. �- LiZB \\ 3A / \/) Pond #1 NWL-973.0 CO�m \ 2 �IAGF 992.5 I HWL-976.0 \ %po ��oGFy;- ^•m I 18 / tF� r, 3 1I I� BF 9884.1 F9O8 2I Ileez.n II m41 V O9 n �i1 �\ \\ .» I 9 4 ,I 24 -�� 1 3 x A[ na„�1 4 al tl 39 wv:sae.e BF ss II �) t,00e.al x 4 \ pBF 10fk1.i y pELLq pRIVE i 36 5 1 - iW 7.3 F I I G B TF 995 .3 y wQ I BF 986. 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" FG 29.3'-15"RCP CL.5 @ 1.03% z zzz 1A EKE _ 0+00 1020 1010 1000 1000 990 990 980 980 970 970 J 960 960 -- -1+00 -1+00 BMH 33 B 39 TC: 990.8 TC: 990.8 BLD: 4.6' BLD: 4.3' DIA: 2 FG 29.3'-15"RCP CL.5@1.03% �QQ 0 ru ru ru N zz zzz z 0+00 1020 1010 1000 990 980 970 960 1+00 50 25 0 25 50 100 11 11 Ll SCALE IN FEET 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 WASCITY PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. /j� �� S f�� 6Rs B�R o w N o m y s �� myF Pd`' SAT H RE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952) 476-6000 PROJECT NO. STORM SEWER PLAN THE BLUFFS AT LANCE LUCY CHAN THREE DEVELOPMENT, INC. FILE NO. 3120-079 SHEETS UTILITIES 01 MJV 07/2_9/2_0 _ _ _ _ _ - - - - - _ _ _ _ LAYOUT REVISIONS _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - DRAWN BY CHANHASSEN, MINNESOTA ERJ 11 7� L CHECKEDBY _ RSM DATE ROBERTS. MOLST P.E. Date: 07 08 -LO Lic. No. �- LiZB - 07/08Y20 co os Filter#1 \ �4 �Fko-� NWL-93.0 zoo \ HWL-979.0 \ (21 -S -O" -,,P [-B9]1.0) � o Rvaew.z 38 _ - - - _ 3£ Pond #1 c I NWL-973.0GF 992.5 HWL-976.0 Gf yg9P 1 a WO II tF 9 1I I1 BF 984.1 ,d (-4)0 x � aae .an 990 960 970 960 950 1 '® t ® ID v - _ pr36awl.9saa ,eln x I �p(� I�� ( Im.axSo.ronwocee.e3l1 1 3x� X( (4 pELLq pBF moa.1 RIVE y E0 1 FB - 1 ( _ Irvv:asl, Lty GF 1007.3 jI I� aF 1001.1 'iF 1012.8 � + �5 1 +veee.a-�-1 (` a� �1006.0� TFB /GF 1011.5 s' ®- BF faes.a/ as 1 �I/^1�'0p0.8 rye ------- i rTl aF•Q �' IrT TF f0o30�"n 1 -. _ 1u /,IBgw O � I 1p0O0ag 6.5 -s.-,- 26 - Q s w0/o^ �, a <t '/ eaaell x 1 /I 1 1 BF 998.1 >T �' GF 1010.0 $ �Q�0 Oe I 127 6 9' II «aa ..n x a wQ 3 gl �\ `m' a�8'� + �/ loots 'j cFiBn.o "°- 5 ' 'I «aa,.au x '> 9 TF 1011.3 \ \` 22 \ / / �� m J I « ,� 1 / I/ ill \ 1� _ L� 2 1 jl ;g x r,oa a, p ewo 002.6 + Buffer Reduction to 40 ft (14,760 sf) /�,� I � y / Wgtlanct1 jPresgrve) BI 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 990 990 960 960 970 970 960 960 -1+00 V 950- -1+00 50L-1+00 EA:60.0"Jo " EG FG 12.4'-18"RCP CL.5 @ 0.80% 30.4'-18"RCP CL.5 @ 0.00% mw�rnrn »>zz 0+00 990 960 970 960 950 1+00 OUTLET STRUCTURE - POND 1 TOP BACK 9]6.&5 0.75HWL-976.0 TOP FRONT 9]8.1 TOP WEIR -9]4.5 o NWL-9]3.0 16"-RCP9]2.0 DRAINTILE 989.0, wl GV 18"RCP 9]0.6 CLOSED UNLESS PERMITTED TO BE OPEN BV WO TOP WEIR -9]4.5 - fi"SLOT N-73.0 18' RCP OUTLET 18' -RCP INLET 0 50' TMH 41 50 25 0 25 50 100 ❑ ❑ L tRl'O SCALE IN FEET 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 WASCITY PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. �� S f�� 6Rs S�R o w N o m y s �� myF Pd`' SAT H RE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000CHANHASSEN, PROJECT NO. STORM SEWER PLAN THE BLUFFS AT LANCE LUCY CHAN THREE DEVELOPMENT, INC. BLD: 13.1'M SHEETS UTILITIES 01 MJV 07/2_9/2_0 -- --- -- --- _ _ _ _ LAYOUT REVISIONS _ ---------------- - ---------------- - DRAWN BY MINNESOTA ERJ 12 7� L CHECKEDBY - RSM DATE ROBERTS. MOLST P.E. Dale: 07 08 -LO Lic. No. �- 4Z8 - 07/OSY20 F FG 2411CY EG CL03 EG----- _- 187.7-18"RCP o CL.5 @ 0.91% fO 440.5'-27"RCP m rn � CL.4@0.57% T z z z m V 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 990 990 960 960 970 970 960 960 -1+00 V 950- -1+00 50L-1+00 EA:60.0"Jo " EG FG 12.4'-18"RCP CL.5 @ 0.80% 30.4'-18"RCP CL.5 @ 0.00% mw�rnrn »>zz 0+00 990 960 970 960 950 1+00 OUTLET STRUCTURE - POND 1 TOP BACK 9]6.&5 0.75HWL-976.0 TOP FRONT 9]8.1 TOP WEIR -9]4.5 o NWL-9]3.0 16"-RCP9]2.0 DRAINTILE 989.0, wl GV 18"RCP 9]0.6 CLOSED UNLESS PERMITTED TO BE OPEN BV WO TOP WEIR -9]4.5 - fi"SLOT N-73.0 18' RCP OUTLET 18' -RCP INLET 0 50' 50 25 0 25 50 100 ❑ ❑ L tRl'O SCALE IN FEET 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 WASCITY PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AMA DULY REGISTERED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. �� S f�� 6Rs S�R o w N o m y s �� myF Pd`' SAT H RE-BERGQUIST, INC. 150 SOUTH BROADWAY WAYZATA, MN. 55391 (952)476-6000CHANHASSEN, PROJECT NO. STORM SEWER PLAN THE BLUFFS AT LANCE LUCY CHAN THREE DEVELOPMENT, INC. FILE NO. 3120-079 SHEETS UTILITIES 01 MJV 07/2_9/2_0 -- --- -- --- _ _ _ _ LAYOUT REVISIONS _ ---------------- - ---------------- - DRAWN BY MINNESOTA ERJ 12 7� L CHECKEDBY - RSM DATE ROBERTS. MOLST P.E. Dale: 07 08 -LO Lic. No. �- 4Z8 - 07/OSY20