Laserfiche WebLink
35.4 <br />----------------- <br />L 0 T 3 <br />#6008 <br />FRONT ENTRY= 909.6 <br />TOP OF BLOCK=909.1 <br />PROPOSED RETAINING <br />55'x10'x2' SUB -SURFACE _4x906.6 WALL DESIGNED BY <br />INFILTRATION BASIN #1 x06'4 C'36' 4�' OTHERS <br />X °7,8 SEE DETAIL 61 8.4 <br />1 20.56 MEAS, <br />907.2 9 7.6 TW 911 9Wft2TVTW 907.5TW x <br />X 906.4)BW (90 4 BW (906.4) 1`Oa .o Xc906006.8) <br />50J x907.4 x9 . 906 94 - � I <br />- z8 PINE 1 <br />X x906. 907.6 X (905.5) <br />1 <br />90� 9°7.7 x907.7 _ <br />. � (905.5) 3_......._.35.0 - - .._ ..._. I <br />13.00 0 (906.2) <br />N I <br />4 14.00 <br />x°s.7 I .o <br />o o \ <br />1 PATIO q ; <br />f J sAra M.H. /� 196 SF N q4 PROPOSED <br />TOP RIM=907.29:• ► STOCKPILE 1 <br />INVERT=894.8 \ ::. <br />0) LOCATION i <br />L J 905.Sx x9£ i. N 5.5 1 ; <br />X904.4 <br />(905.CD5 J <br />x 90 .,. 9J ; <br />L_[__" 06 17.00 M 4. 907r O f <br />3 CONCRETE PATIO <br />„ � � cy #6012 x90710 . • � • ' � <br />�� 1.1 �.. o FRONT ENTRY=909.1 <br />> i :w. : PROPOSE HOUteAGE FLOOR=907.0 w. <br />0 C D 26.x'. T 20.4 <br />#6012 N o LIaNTER� x' _ <br />Ld Q05,9:. <br />0 C) 9.0 t- XISTING FRONT ENTRY=909.1 z m : PRO 4 IDE IV LK <br />c OJ c0'. rte; w v { <br />;. <br />905.0x 9 7 FIR 0. . 5) .00Rill' <br />GARAGE FLOOR = (906.8) uj :•• :� •: J <br />:.. <br />TOP OF POURED WALL = (906.7) <br />X904.0 :` BASEMENT FLOOR =(898.99) MO10.8g(}� x9° <br />14.0 4.2 x , 1 I <br />0. 4 20.4 5.8 907. I OWNSPOUI <br />905.° x x-. x 90 8 906.9 907.° 906.9 28.00 # I <br />^ x o <br />SILT FENCE x905. 32• o11 1"' COVERE PORCH <br />\ 06.8) o X <br />o <br />906.5 ^ / 28'MAAPLE Vi o <br />12'MAPLE .00 / 4x <br />x90 . r/ !� w DOWNSPOU 1 <br />x _ 6 I 1 <br />1 ri1 X6 -`'1 _1 �/ a I o' <br />90 o <br />1 O t) 00 x.71 s MALE X906.111 o X9o5. <br />n <br />l O O O O 1 _ 1 <br />ocs, <br />CATCH BASIN .1 / - _` `_` - 1 <br />TOP = 904 904 O O -....� .�. 1 6 HDPE ST. S. - -- -- <br />� <br />-- SEE DETAIL 090 > > > ------ > > > > n <br />00 0 <br />r / <br />TRENCH DRAT O O O 120.41 <br />/ p 9015 <br />M EA' Sf <br />. <br />x9° 4 <br />04.0 SEE DETAIL O°°O 8T 402 <br />904.2 O O O <br />8GDARxO OO 04.2 1 <br />I. <br />/L1O O <br /># 15-569 T. . R. . S. <br />T CONOSTRUCTION ARYK F <br />0 <br />ENTRANCE �' <br />SAN 0 <br />TOP RIM=903.59 <br />DRAWING: \\SERVER\Proiects\2015\#15-569 6012 Hansen Rnad Fdinn (RPlln)\ 9n•i s_1 n -Dr,\ 1 rRa0cT1 a,.,,, l Avnl IT. 1 ...,,,..an VocC. <br />Is <br />R <br />! ISILT,,FENCEI <br />x904.5 <br />K1 <br />c <br />07 <br />0 <br />42'xl'5'x2' SUB -SURFACE <br />INFILTRATION BASIN #2 <br />SEE DETAIL <br />C <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. <br />s FICE OFY <br />LL <br />i'- 1 WTR CALL FO 6INSI•'PCTIONS isC'?t;i,'y <br />0 903.2 1h 72- <br />PERM r NUMBERand ADD ESS <br />(0 (n ! <br />Silt Fence and Construction Entmnce:_- <br />M i 31 Folotina <br />1 ! _._...Foundation Vftl Reinforcing. <br />1 _ Foundation Pre -ba" <br />! N Fralrigng and Sh"thing <br />1-i <br />M Insl,llefion <br />4.6 .,,_, Lath <br />r <br />CATCH BASINI <br />TOP = 904 <br />SEE DETAIL -: <br />SNOUT <br />= 91 <br />PRIOR �O ANY CONSTRUCTION, <br />INSTALL STORM SEWER INLET <br />PROTECTION ON ALL CATCH <br />BASINS EXPOSED TO <br />CONSTRUCTION SEDIMENT. <br />Ca>• EngineeoV Iabft <br />�� or SILT FENCE MUST BE <br />PW oq'at" INSTALLED PRIOR TO <br />DISTURBING <br />CALL BEFOFE YOU DIG <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 CI/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 " <br />PAVEMENT <br />BASE <br />BUILT-IN LOCK <br />BLOCK FOR GRATE <br />ANCHOR RIB <br />VARIES WITH CHAN <br />LOCK TOGGLE <br />POLYDRAIN PRECAST POLYESTER I \ <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 />VEGETATION <br />WORK HOURS: <br />Fabnlc anchorage <br />�ion of tranchbackfillwhh <br />lanapfed natural ¢Ip1E <br />7:00am to 7:00pm Monday through Friday <br />runo" now <br />�,• ' <br />9:00am to 6:00pm Saturday <br />NO WORK ON SUNDAY OR <br />• �.*. .••� 'i.••" lnchrninlnwm <br />�'� <br />HOLIDAYS <br />+�•'rte. <br />II';<8I11(HI � � <br />No to: Dep"ngupon aorii#mmlon,MaOfasbft -to wrrameshwitb <br />Residential <br />h0Qfts'SUM POWs wlthtie wrres,cv%o°dpW9wMSy ,S- <br />Temporary Rock Construction "E"xit <br />Flgnt. S.W Typk* tnstaAatW (ca° can ttnr:a'� <br />/ <br />ac� � <br />............. <br />-To front yard -C-11 <br />Conditions of Demolition/Moving <br />// .. line after WAG; <br />4' construction fencing shall enclose existing basement perimeter and <br />6 miniro„m tniekne=:5 ' "; <br />yexcavations with slopes steeper than 1:1. Attach fencing to minimum <br />5' posts buried P and spaced at a maximum 10' on center. <br />VV Enclose <br />11/2 -to 3" warned rock-- 'r n <br />14 <br />stockpiled soils with properly installed silt fencing. <br />-2. ,„,„,„ „„ <br />✓ Property must be restored within thirty (30) days of building <br />Non -woven geotextile drainage / <br />fabric under --./ <br />demolition/move - utilities abandoned at the property line with a <br />permit, foundation demolished with a separate permit, debris <br />Failure to install the Construction E.v.,t before <br />removed, demolition excavation filled to match adjacent grade and <br />seed or sod placed and maintained at disturbed areas OR a permit <br />disturbing the site soils and/or fa, ire to <br />must be issued for anew structure within thirty (30) days of the <br />buildinQdemolition/move. _ <br />maintain the Construction Exit Will ! 25ult in <br />enforcement action by the Cif;;;. <br />e <br />Confirm property may be <br />edevelopp,0 prior to demolition <br />A demolition permit provides no <br />Assurance of permitted future uses <br />NEL <br />�,�. � ��l • a� � 33 •ooh <br />N <br />10 0 10 20 <br />SC Af_. IN <br />6012 HANSEN ROAD <br />EOINA, MN <br />BUILDING DEPARTMENT <br />- NOV 0 4 2015 <br />CITY OF EDINA <br />DATE REVISION <br />t <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 REG. NO.: 23468 <br />INFORMATION: <br />PROJECT NO.: 15-564 <br />DRAWN BY: LKS <br />CHECKED BY: BHM <br />APPROVED BY: BHM <br />SCALE: GRAPHIC <br />DATE: 9/24/15 <br />DESCRIPTION: <br />GRADING, DRAINAGE, <br />EROSION CONTROL. <br />AND STORM WATER <br />MANAGEMENT PLAN <br />SHEET NO <br />ST1 <br />1 of 2 <br />