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z. <br />--------- -------- ----- ------ <br />i RONT ENPRY­-9�_�­,.6 <br />PROPOSED RETAINING <br />f,....,_.......,...,..-..~.,..........,~....,,.,....................................... .............. <br />WALL DESIGNED BY <br />....................... <br />55'xlO'x2' SUB -SURFACE OTHERS <br />---------- <br />INFILTRATION BASIN #1 .8 ��Dl' 3 t., 4. E <br />SEE DETAIL <br />12 0 G/ MEt Y <br />TjW <br />967.6 TW <br />42 <br />�.,,;NBW (906.4 <br />(9� <br />F(906.4)BW X <br />....... ... _4 L .... <br />906 <br />A 905.5) <br />X........... <br />..... .... .. .... ..... ..... ..... ..... ..... <br />............. . ........................... <br />9U5.5 ........ <br />................ <br />13.00 (906.2) li <br />14.00 <br />0 <br />o <br />PATIO <br />196 SF <br />PROPOSED <br />C14 <br />(6 STOCKPILE A. <br />LOCATION <br />N-------- <br />(905 <br />17.00 ... ..... ..... ... . . <br />X <br />........... ... ........................ <br />..V) <br />iK <br />gC <br />i is f:C', 2 <br />*y <br />V); <br />J_� <br />P Ro POSEli"'H 0 USEA'43E F:_00P::Q <br />.......... <br />...... #6Q12 C14 <br />0 <br />6 <br />ul <br />Co <br />9.0 P PT7S E .42 1 D •ILK. <br />PRO d1v <br />XISTING FRONT ENTRY=909.1 Z8 V <br />Uj <br />FIRS 5) <br />.00 <br />% R (906.8) <br />GARAGE FLOO <br />TOP OF POURED WALL = (906.7) <br />6 <br />BASEMENT FLOOR (898.99) <br />7 <br />N F) CO <br />5 <br />b <br />I �i90 <br />9.0 <br />FRONT <br />JsS <br />. ........... <br />L: . . . ............. ......... <br />............ .......... . . ....... <br />�j 4 DOWNSPOlb <br />. ........... <br />A. <br />r ti <br />>� . .... . ................ <br />A- ?i? .�_a`17,0 28.00 <br />0 –7— <br />C, <br />Q <br />COVERS .......... ��05, 32.O i <br />SILT FENCE I X <br />(.906.8) <br />69, <br />I IDOWNSPDU <br />`966 Ile: <br />'A LLJ <br />CL.... . <br />0 0 <br />o0 <br />.. ..... ... <br />0, <br />to <br />0 <br />-0 ..... . ..... .. . ..... . <br />9 0 . .....CATCH BASIN S. - - ------ <br />7TOP = 904 04.5, -a 6" HDPE ST.; <br />905 >-> > <br />SEE DETAIL <br />00 0,0 12("', 4 1 <br />TRENCH 000 0 <br />DRAT <br />SEE DETAIL 00 ;j <br />00 <br />0 0 0 A <br />f. 0 <br />9 ........... P44 .... ....... <br />w. <br />0 <br />0 <br />U U <br />..X ... . <br />SAN M. <br />TEMPORARY ROCK <br />CONSTRUCTION <br />ENTRANCE <br />. ....... . ..... ..... — - <br />----- <br />T. . R. . S. DRAWING: \\SERVER\ Proiects\2015\# 15-569 6012 Hansen Road Edina (BelIG)\2015-10-05\15569ST1.dwa LAYOUT: Lavout2 XREF: Survev: XREF: Site Plan <br />ISILT <br />CATCH BASIN <br />TOP = 904 <br />SEE DETAIL <br />W'C OAR <br />CLEANOUT <br />NV = 902.2 <br />PRIOR �O ANY CONSTRUCTION, <br />INSTALL STORM SEWER INLET <br />PROTECTION ON ALL CATCH <br />BASINS EXPOSED TO <br />CONSTRUCTION SEDIMENT. <br />INDIVIDUAL RESPONSIBLE FOR THE CLEANLINESS OF <br />THE SITE AND THE MAINTENANCE OF THE EROSION <br />AND SEDIMENT CONTROLS: <br />JEREMY POWER <br />BELLA CUSTOM HOMES <br />2819 WEST 52ND STREET <br />MINNEAPOLIS, MN 55410 <br />PHONE: 612-282-0247 <br />EMAIL: JEREMY@BUILDWITHBELLA.COM <br />K E Y -. <br />.......... EXISTING RUNOFF FLOW DIRECTION <br />► PROPOSED RUNOFF FLOW DIRECTION <br />EXISTING CONTOUR <br />PROPOSED CONTOUR <br />(872.5) PROPOSED SPOT ELEVATION <br />The base information and proposed conditions shown on this <br />plan are from a certificate of survey prepared by W. Brown <br />Land Surveying, Inc. dated 9/28/2015. 1 <br />Know what's below. <br />Call before you dig. <br />The subsurface utility information shown on this plan is utility <br />Quality Level D. This quality level was determined according to <br />the guidelines of Cl/ASCE 38-02, entitled "Standard Guideline <br />for the Collection and Depiction of Existing Subsurface Utility <br />Data." <br />LOCK DOWN BOLT <br />POLYDRAIN 2514AF WITH <br />DUCTILE IRON GRATE AND <br />FRAME, OR EQUAL 6.1 <br />4' - <br />PAVEMENT <br />.4 <br />A- <br />44 <br />BASE .0 <br />4 <br />E3 <br />E TH VARIES WITH CHAN <br />3 <br />BUILT–IN LOCK <br />BLOCK FOR GRATE <br />LOCKDOWN <br />A. <br />4 4 <br />4 <br />O4 <br />LOCK TOGGLE <br />ANCHOR RIB <br />POLYDRAIN PRECAST POLYESTER I N <br />POLYMER CONCRETE CHANNEL, SOIL SUBGRADE 8" THICK 3,500 PSI MIN, 28 DAY <br />OR EQUAL COMPRESSIVE STRENGTH CONCRETE <br />REINFORCED W/6X6 #6 W.W.M <br />PRECAST POLYMER TRENCH DRAIN <br />0 Ar <br />EL <br />10 <br />10 20 <br />L f< FEET <br />6012 HANSEN ROAD <br />EDINA, MN <br />- I 17-2� I - 3� - 005-1 <br />DATE REVISION <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS PREPARED <br />BY ME OR UNDER MY DIRECT SUPERVISION <br />AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS <br />OF THE STATE OF MINNESOTA. <br />Brian Mundstock <br />DATE: 9/24/15 <br />REG. NO.: 23468 <br />........... : <br />PROJECT NO.: <br />15-564 <br />DRAWN BY: <br />LKS <br />CHECKED BY: <br />co <br />APPROVED BY: <br />BHM <br />SCALE: <br />GRAPHIC <br />DATE: <br />9/24/15 <br />DESCRIPTION: <br />GRADING, <br />DRAINAGE, <br />42'x 1'5'x2 SUB'SURFACE <br />CONTROL <br />INFILTRATION <br />BASIN #2 <br />SEE DETAIL <br />.......... 7 <br />"R7 P_ <br />.......... <br />7—, <br />Z ..... <br />.................................. <br />CATCH BASIN <br />TOP = 904 <br />SEE DETAIL <br />W'C OAR <br />CLEANOUT <br />NV = 902.2 <br />PRIOR �O ANY CONSTRUCTION, <br />INSTALL STORM SEWER INLET <br />PROTECTION ON ALL CATCH <br />BASINS EXPOSED TO <br />CONSTRUCTION SEDIMENT. <br />INDIVIDUAL RESPONSIBLE FOR THE CLEANLINESS OF <br />THE SITE AND THE MAINTENANCE OF THE EROSION <br />AND SEDIMENT CONTROLS: <br />JEREMY POWER <br />BELLA CUSTOM HOMES <br />2819 WEST 52ND STREET <br />MINNEAPOLIS, MN 55410 <br />PHONE: 612-282-0247 <br />EMAIL: JEREMY@BUILDWITHBELLA.COM <br />K E Y -. <br />.......... EXISTING RUNOFF FLOW DIRECTION <br />► PROPOSED RUNOFF FLOW DIRECTION <br />EXISTING CONTOUR <br />PROPOSED CONTOUR <br />(872.5) PROPOSED SPOT ELEVATION <br />The base information and proposed conditions shown on this <br />plan are from a certificate of survey prepared by W. Brown <br />Land Surveying, Inc. dated 9/28/2015. 1 <br />Know what's below. <br />Call before you dig. <br />The subsurface utility information shown on this plan is utility <br />Quality Level D. This quality level was determined according to <br />the guidelines of Cl/ASCE 38-02, entitled "Standard Guideline <br />for the Collection and Depiction of Existing Subsurface Utility <br />Data." <br />LOCK DOWN BOLT <br />POLYDRAIN 2514AF WITH <br />DUCTILE IRON GRATE AND <br />FRAME, OR EQUAL 6.1 <br />4' - <br />PAVEMENT <br />.4 <br />A- <br />44 <br />BASE .0 <br />4 <br />E3 <br />E TH VARIES WITH CHAN <br />3 <br />BUILT–IN LOCK <br />BLOCK FOR GRATE <br />LOCKDOWN <br />A. <br />4 4 <br />4 <br />O4 <br />LOCK TOGGLE <br />ANCHOR RIB <br />POLYDRAIN PRECAST POLYESTER I N <br />POLYMER CONCRETE CHANNEL, SOIL SUBGRADE 8" THICK 3,500 PSI MIN, 28 DAY <br />OR EQUAL COMPRESSIVE STRENGTH CONCRETE <br />REINFORCED W/6X6 #6 W.W.M <br />PRECAST POLYMER TRENCH DRAIN <br />0 Ar <br />EL <br />10 <br />10 20 <br />L f< FEET <br />6012 HANSEN ROAD <br />EDINA, MN <br />- I 17-2� I - 3� - 005-1 <br />DATE REVISION <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION, OR REPORT WAS PREPARED <br />BY ME OR UNDER MY DIRECT SUPERVISION <br />AND THAT I AM A DULY LICENSED <br />PROFESSIONAL ENGINEER UNDER THE LAWS <br />OF THE STATE OF MINNESOTA. <br />Brian Mundstock <br />DATE: 9/24/15 <br />REG. NO.: 23468 <br />INFORMATION: <br />PROJECT NO.: <br />15-564 <br />DRAWN BY: <br />LKS <br />CHECKED BY: <br />BHM <br />APPROVED BY: <br />BHM <br />SCALE: <br />GRAPHIC <br />DATE: <br />9/24/15 <br />DESCRIPTION: <br />GRADING, <br />DRAINAGE, <br />EROSION <br />CONTROL <br />AND STORMWATER <br />MANAGEMENT PLAN <br />SHEET NO: <br />ST1 <br />1 of 2 <br />