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HomeMy WebLinkAbout2000-civil planMHJ / ' CONSTRUCT BEE -HIVE CATCH i INSTALL 32 L.F. OF 12 RCP BASIN OVER EXISTING 30 RCP PIPE -- ;.W STORM PIPE 1,0% SLOPE AND INSTALL 37 L.F. OF 12 PVC n �� T CONNECT TO EXISTING STORM PIPE TO ROOF DRAIN O 12" RCP STUB T. C. = 953.36 30" R.C.P. CULVERT I a INV. 12' STORM = 949.5 OUTLET INVERT POND I EAST l I4 . V. OF EXIST. 30" = 946 _ i E EV. 946.0 I NWL=945.9 351--- 956 HWL=950.0 CB C8 954 7T h � h. cc - 955 CONSTRUCT CONCRETE APRON PER CITY DETAIL 6f s' o� I s Q 957 - i s { s ,,� os BITUMINOUS DRIVE 9 � . V CONSTRl3C? SILT FENCE • V q?S 958 _ a 9sgs i _ 160 L0 CONSTRUCT CURB INLET I �' 9 0 B1 . CATCH BASIN AND INSTALL Ne 4, ��s 1 ' I g`'6 Gl 112 L.F. OF 12" PVC. STORM '' ! @SBITUM{N S r V) SEWER PIPE. SLOPE 0 1.0% � . � I � � PPI � SURFACE 9 I 955.03 ; �� . _u _ _' -.. -"`a CONC. CURB-- ! 948.24 HYD s AND GUTTER (TYP.) ,, ! I } ` qq� I 7 I i c[3 fi CD c� P F Z LLj Cnn ; ; T 00 co Q � 0 45• f y0�cn B2 INS TALL POST I L - INSTALL 40 C.Y. OF GROUTED I INaICATOR VALVE 1 �R --- CLASS III RIP -RAP - I LZ -V� �._ _ _ t �� a �WITH FILTER FABRIC. 'SEE DETAIL. -_ I , 957 I C PIV s' W a I--F - 958 f 40 a`'O I i -W � < PARKING Of ---� I w BUI 'N ib g - i - - rn g .90 I -- --� 29,121 PROPOSED CONSTRUCT CURB INLET MH ©=O9°01 0 � A r BUILDING ; r CATCH BASIN AND INSTALL N _- _----- __ - - •----.____ __ . � � r.-- R-1��.�.�._ _;�' F.F. - 958.5 _.- 1 °' 205 L.F. OF 12' PVC STORM _- � 1 j f M - SEWER PIPE. SLOPE @ 1.0% j 397.96 T. C. = 949.36 _ - - V. = 949.36 . ; HYD i EAST 2. v� II HMARK4TNH 9, 9.24 z! A Ld I I I . _ B WET -TAP EXIST. 12` WATER MAIN AND INSTALL 15 WATER -- �s� $ LLj MAIN TO BUILDING f ----._9sss O 00 z S .. c,.. W 9 q ! SCJ (1. CONSTRUCT CONCRETE _ , �� Q I -- N '- 1 I ®_� APRON PER CITY DETAIL >^. -- < m j I s4.______ __ I W Li o RIP -RAP SECTION AT o _ - . _ _ f END OF SWALE Uj NEW` 30 a iVE Z NOT TO SCALE SCALE IN FEET 0 30 60 90 15 45 O - DENOTES IRON MONUMENT BEARINGS ARE ASSUMED DATUM LEGEND - OHE- OVER -HEAD ELECTRICAL LINE W WATER MAIN -- S SANITARY SEWER LINE - ST- STORM SEWER LINE HYD, HYDRANT P. P. POWER POLE MH. MANHOLE C.B. CATCH BASIN -- PROPOSED DIRECTION OF SURFACE WATER FLOW NOTES: 1) BENCHMARK -- TOP NUT HYDRANT AT NW CORNER OF LOT 12 ELEVATION = 959.24 2} UTILITIES SHOWN ARE APPROXIMATE. CALL GOPHER ONE CALL AT 454-0002 PRIOR TO EXCAVATION. - 9 56 90 .. cc BREAKLr _ 58.50 > CONC. CURS CY I C11_-- _ _ _ _ PROPEX "SILT STOP" FABRIC OR PROPERTY LINE'�� EOUAL, FASTEN TO STAKES. LLJ > AND GUTTER (TYP.) Jj �`' O v� 1. /Y EYPANS;ON VARIES- SAWED JOINT JOINT If DRIVEWAY 16'-0' WN, � CENTERED 1'X� .2"X2 N4 1ti/OiiU til - IS CONCRETE - c tY _ I DRIVEWAY STAKES 04' O.C.- Q< B - ► omvEWAY7 10' MIN. �!513.50 i /2" EXPANSIONI z5•R. TYP. EXISTING GRADE -7 --' .io,NT I `f mi BACKFILL ' CONCRETE APRON •i ,+ Il, _ 4 956 _ i Ln cuRe -i Y BOTTOM 6" OF - - � FABRIC PP tBUR ( --GUTTER 112- EXPANSION - BSURFIACE S I PLAN JOINT EMBANKMENT L�O Q 1 t g0 INSTALL 180 L.F. OF 6" WATER QJ , Ga �200 -� 96,8 CURB ' MAIN, VALVE, &HYDRANT �► ; ___ __ _ _..__� T- 58 �7� I t_g GUTTER CE CONNECT TO EXISTING 6' STUB -�; i��ha I 84 L6' DUMPSTER SLAB s 6 i NOT TTO SCALE o� 'Ib1.0 �o �a BITUMINOUS DRIVE �� H' �� Q1� 'a fllh �h �. / 1 8. 7 1/2' L._ WELDED WIRE MESH I hereby certif P thpot this Ian, specificotiarY or report was re ared b me or under m direct supervision and that l am a duly -- licensed Professional era Land ` � s I Engine and - --- -- -- -- -- 5ECT14N ZZ Surveyor under the laws of the State of ,,,�. „ INSTALL 155 L.F. OF 6' ; . <' ,...`-_._.`---- 9 954 BA�4����.-�.�I L..SI:1• "- - -- - _._--•-- ' ,. 7F�" „���Z Minnesota. , SANITARY SEWER SERVICE LINE AND CONNECT TO ___ __ __ STREET6 EXISTING SERVICE STUB sus - - -- INTEGRAL D/W APRON \ oture. ' % j .� 89006116" (3�6/'3.01 �A� (COMMERCIAL/INDUSTR IL),!f-License No. J 89°06' 1 6" �Y NOT TO SCALE DAME A ��SYZ�-,­ __ i Date . CONSTRUCT AREA CATCH BASIN 10 FEET FROM BUILDING WALL AND REVISIONSGRADING DRAINAGE/UTILITY PLAN I INSTALL 50 L.F. OF 12' STORM SEWER - - PIPE 0 1.0% SLOPE AND FLARED END SE N 6 12-00PER CITY REVIEW COMMENTS T.C. = 954.40 PREPARED FOR: _ 6 21-00 PER APPRO _ INV. = 951.41 I 7-06-001 PER CITY FIRE MARSHALL APPRO Development, Inc _ I V. F.E. = 952.0 p 21535 Cedar Ave.__- _ , Lakeville, MN 55044 -- - - _ BUILDING JACOBSON { POWER PRODUCTS ENGINEERS SURVEYORS APPLIED P.O. BOX 541 LAKEVILLE, MN TEL. 469-4328 LAKEVILLE, MN 55044 FAX. 469-4624 PROD. NO: 200016.21 CHECKED: GDJ SHEET NO, DRAWN: DAL SCALE: AS SHOWN FE 4-13-00 FIELD BOOK: A 4�. Y" �a 1 SCALE IN FEET 0 30 60 90 15 45 O - DENOTES IRON MONUMENT BEARINGS ARE ASSUMED DATUM LEGEND - OHE- OVER -HEAD ELECTRICAL LINE W WATER MAIN -- S SANITARY SEWER LINE - ST- STORM SEWER LINE HYD, HYDRANT P. P. POWER POLE MH. MANHOLE C.B. CATCH BASIN -- PROPOSED DIRECTION OF SURFACE WATER FLOW NOTES: 1) BENCHMARK -- TOP NUT HYDRANT AT NW CORNER OF LOT 12 ELEVATION = 959.24 2} UTILITIES SHOWN ARE APPROXIMATE. CALL GOPHER ONE CALL AT 454-0002 PRIOR TO EXCAVATION. - 9 56 90 .. cc BREAKLr _ 58.50 > CONC. CURS CY I C11_-- _ _ _ _ PROPEX "SILT STOP" FABRIC OR PROPERTY LINE'�� EOUAL, FASTEN TO STAKES. LLJ > AND GUTTER (TYP.) Jj �`' O v� 1. /Y EYPANS;ON VARIES- SAWED JOINT JOINT If DRIVEWAY 16'-0' WN, � CENTERED 1'X� .2"X2 N4 1ti/OiiU til - IS CONCRETE - c tY _ I DRIVEWAY STAKES 04' O.C.- Q< B - ► omvEWAY7 10' MIN. �!513.50 i /2" EXPANSIONI z5•R. TYP. EXISTING GRADE -7 --' .io,NT I `f mi BACKFILL ' CONCRETE APRON •i ,+ Il, _ 4 956 _ i Ln cuRe -i Y BOTTOM 6" OF - - � FABRIC PP tBUR ( --GUTTER 112- EXPANSION - BSURFIACE S I PLAN JOINT EMBANKMENT L�O Q 1 t g0 INSTALL 180 L.F. OF 6" WATER QJ , Ga �200 -� 96,8 CURB ' MAIN, VALVE, &HYDRANT �► ; ___ __ _ _..__� T- 58 �7� I t_g GUTTER CE CONNECT TO EXISTING 6' STUB -�; i��ha I 84 L6' DUMPSTER SLAB s 6 i NOT TTO SCALE o� 'Ib1.0 �o �a BITUMINOUS DRIVE �� H' �� Q1� 'a fllh �h �. / 1 8. 7 1/2' L._ WELDED WIRE MESH I hereby certif P thpot this Ian, specificotiarY or report was re ared b me or under m direct supervision and that l am a duly -- licensed Professional era Land ` � s I Engine and - --- -- -- -- -- 5ECT14N ZZ Surveyor under the laws of the State of ,,,�. „ INSTALL 155 L.F. OF 6' ; . <' ,...`-_._.`---- 9 954 BA�4����.-�.�I L..SI:1• "- - -- - _._--•-- ' ,. 7F�" „���Z Minnesota. , SANITARY SEWER SERVICE LINE AND CONNECT TO ___ __ __ STREET6 EXISTING SERVICE STUB sus - - -- INTEGRAL D/W APRON \ oture. ' % j .� 89006116" (3�6/'3.01 �A� (COMMERCIAL/INDUSTR IL),!f-License No. J 89°06' 1 6" �Y NOT TO SCALE DAME A ��SYZ�-,­ __ i Date . CONSTRUCT AREA CATCH BASIN 10 FEET FROM BUILDING WALL AND REVISIONSGRADING DRAINAGE/UTILITY PLAN I INSTALL 50 L.F. OF 12' STORM SEWER - - PIPE 0 1.0% SLOPE AND FLARED END SE N 6 12-00PER CITY REVIEW COMMENTS T.C. = 954.40 PREPARED FOR: _ 6 21-00 PER APPRO _ INV. = 951.41 I 7-06-001 PER CITY FIRE MARSHALL APPRO Development, Inc _ I V. F.E. = 952.0 p 21535 Cedar Ave.__- _ , Lakeville, MN 55044 -- - - _ BUILDING JACOBSON { POWER PRODUCTS ENGINEERS SURVEYORS APPLIED P.O. BOX 541 LAKEVILLE, MN TEL. 469-4328 LAKEVILLE, MN 55044 FAX. 469-4624 PROD. NO: 200016.21 CHECKED: GDJ SHEET NO, DRAWN: DAL SCALE: AS SHOWN FE 4-13-00 FIELD BOOK: A