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• MH (per plod) <br />N <br />c� <br />-O <br />\ n <br />Pp - E <br />MATCH <br />s�o.1 s <br />- _MH <br />Top CJ64-7-__ <br />Inv. 958.0 N (per a <br />---Tnv. 9&Z8 ,E per p n) <br />-E- <br />E- <br />_ 984 <br />\� <br />i <br />99 <br />CONNECT TO PROPOSED DOWNSPOUT -EXISTING <br />_ TOP -962.1 <br />_ INV 959.6 (DT) <br />-E VA INV 959.1 <br />D <br />� N <br />LEGEND Inv. 950.8 <br />• PROPOSED CLEANOUT BOUNDARY/ROW/BLOCK LINE <br />PROPOSED CATCH BASIN EASEMENT <br />/ PROPOSED FLARED END - BUILDING/PARKING SETBACK LINE <br />PROPOSED STORM SEWER DRAINAGE ARROW <br />0 PROPOSED CONCRETE w EXISTING WATERMAIN <br />Q PROPOSED LIGHT DUTY BITUMINOUS S EXISTING SANITARY SEWER <br />PROPOSED HEAVY DUTY BITUMINOUS Sr EXISTING STORM SEWER <br />to5o PROPOSED CONTOUR EXISTING BURIED GAS LINE <br />• 1023.54 PROPOSED ELEVATION E EXISTING BURIED ELECTRIC LINE <br />SILT FENCE 980- EXISTING CONTOUR <br />INLET PROTECTION DEVICE X 995.50 EXISTING ELEVATION <br />PROPOSED EC BLANKET <br />MNDOT CAT. 3P - 2S STRAW <br />0 <br />N <br />N <br />` ^ <br />V <br />N <br />ao <br />00 <br />N � <br />:3 I <br />N <br />y N <br />N <br />N <br />r - <br />r- <br />oar+ o <br />N <br />SO <br />N N L <br />L04 <br />L <br />C <br />C O S <br />m <br />ci <br />v o 0 <br />� M m 3 <br />3 <br />J <br />M W H 3 <br />1z <br />EQUAL <br />0 <br />Or <br />z <br />v y <br />3 <br />Z <br />a � <br />Q�o� <br />W-� <br />y y <br />•- <br />-60' <br />aW <br />0aj� <br />o <br />�Co <br />o <br />CV <br />V L04 <br />%7 <br />O <br />I <br />d <br />Q_ <br />L61 aW <br />N <br />v <br />v <br />O <br />N <br />Z <br />ozQ <br />ami oJy- 0 <br />U <br />\ <br />W <br />Z <br />n� <br />L <br />O <br />Q) <br />E <br />f A5a�6 <br />ELEVATE/I�EUVA COURT <br />Uf <br />% Fenc% k� 964'9 ' o P aoo.00 964.50 <br />964.9° IXIS7fNG <br />9 6"�964 6 96 964.15 96 50 <br />BREAK INTO CB -® BUIL4ING <br />INV 958.1 964.90 964.20 , 94.5 995.00 <br />9632 - 6" RISERS.40 LP ' 964. 16„ <br />96 .30 - - Crab 64.9 <br />963.05 ENTRY <br />963.40 964 e 964.80 K964.94 <br />964.15 <br />TENNIS 45' - 4" PERF. DT 964 5 964.9 , <br />964.50 <br />COURTS <br />BREAK <br />INVINTO <br />96061 964.50 <br />95' - 4" PERF. DT <br />96 964.30 <br />TENNIS <br />993.40 <br />COURTS <br />d - <br />,,,,,,,,,,J' L,J U <br />z <br />J � <br />963.50 LL.I <br />_ 2 <br />962.80 ' ( 9635 ROCK CONSTRUCTION <br />ENTRANCE Ch Q W <br />ainlink W <br />963.55 963.10 � � � � � ence in <br />963. � <br />W <br />7"Spruce MH <br />Top 962.0 963.9 <br />"v 54.3 N,S <br />DAYLIGHT DRAINTIL <br />= INV 959.6 <br />992.9514"Spruce T' ber w 1 6"Spruce <br />{ 2� 'Pine <br />3" p <br />961.90 �- <br />IV 959.8 MH _ <br />MATCH .To�959.3 - -sa <br />' 962.40 MATCH <br />i H Inv. 2.7�-4Y - s-(FM)�� ^� <br />,,,- <br />962. _ <br />PP E \ ��Hyd.g �0 Inv. 956.1 <br />MH(W <br />.-. W (per P/ 24"ST ---------- - _ <br />ST (per plan) - - <br />Top 962.3PP _ MH - - - - -------- --- - <br />To 958.9 1 , - - - - <br />5 C.Y. OF CLASS II RIP -RAP _ nv. 949.7 N,S <br />ON GEOTEXTILE FABRIC MH <br />Top 960.5 <br />Inv. 955.2 N <br />Inv. 952.7 S C h <br />,i co <br />/ Inv. 946.9 <br />0 15 30 60 90 <br />Scale in Feet <br />Z <br />co <br />per- -gyp N <br />-0,6 <br />ao <br />00 <br />W <br />:3 I <br />N <br />;000,� <br />o <br />W <br />o <br />4' VALTEI <br />v o 0 <br />w <br />VALVE OF <br />EQUAL <br />3 •v_� o o <br />Or <br />OC v <br />� <br />a � <br />Q�o� <br />-60' <br />aW <br />E <br />o <br />�Co <br />o <br />v <br />�Q <br />ai N <br />Q_ <br />�v <br />>,E U L yl <br />v <br />O <br />N <br />U <br />ozQ <br />ami oJy- 0 <br />s <br />\ <br />:3 3 <br />Z <br />n� <br />L <br />Q) <br />E <br />f A5a�6 <br />- E v <br />Z <br />ELEVATE/I�EUVA COURT <br />Uf <br />% Fenc% k� 964'9 ' o P aoo.00 964.50 <br />964.9° IXIS7fNG <br />9 6"�964 6 96 964.15 96 50 <br />BREAK INTO CB -® BUIL4ING <br />INV 958.1 964.90 964.20 , 94.5 995.00 <br />9632 - 6" RISERS.40 LP ' 964. 16„ <br />96 .30 - - Crab 64.9 <br />963.05 ENTRY <br />963.40 964 e 964.80 K964.94 <br />964.15 <br />TENNIS 45' - 4" PERF. DT 964 5 964.9 , <br />964.50 <br />COURTS <br />BREAK <br />INVINTO <br />96061 964.50 <br />95' - 4" PERF. DT <br />96 964.30 <br />TENNIS <br />993.40 <br />COURTS <br />d - <br />,,,,,,,,,,J' L,J U <br />z <br />J � <br />963.50 LL.I <br />_ 2 <br />962.80 ' ( 9635 ROCK CONSTRUCTION <br />ENTRANCE Ch Q W <br />ainlink W <br />963.55 963.10 � � � � � ence in <br />963. � <br />W <br />7"Spruce MH <br />Top 962.0 963.9 <br />"v 54.3 N,S <br />DAYLIGHT DRAINTIL <br />= INV 959.6 <br />992.9514"Spruce T' ber w 1 6"Spruce <br />{ 2� 'Pine <br />3" p <br />961.90 �- <br />IV 959.8 MH _ <br />MATCH .To�959.3 - -sa <br />' 962.40 MATCH <br />i H Inv. 2.7�-4Y - s-(FM)�� ^� <br />,,,- <br />962. _ <br />PP E \ ��Hyd.g �0 Inv. 956.1 <br />MH(W <br />.-. W (per P/ 24"ST ---------- - _ <br />ST (per plan) - - <br />Top 962.3PP _ MH - - - - -------- --- - <br />To 958.9 1 , - - - - <br />5 C.Y. OF CLASS II RIP -RAP _ nv. 949.7 N,S <br />ON GEOTEXTILE FABRIC MH <br />Top 960.5 <br />Inv. 955.2 N <br />Inv. 952.7 S C h <br />,i co <br />/ Inv. 946.9 <br />0 15 30 60 90 <br />Scale in Feet <br />Z <br />o <br />� <br />W <br />o <br />W <br />U <br />w <br />Q�z< <br />z <br />� <br />Q�o� <br />� <br />o <br />C) <br />J <br />�Q <br />z <br />N <br />U <br />ozQ <br />Qom <br />SHEET NUMBER <br />C3 <br />