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HomeMy WebLinkAbout3311721330051-1104201535.4 ----------------- L 0 T 3 #6008 FRONT ENTRY= 909.6 TOP OF BLOCK=909.1 PROPOSED RETAINING 55'x10'x2' SUB -SURFACE _4x906.6 WALL DESIGNED BY INFILTRATION BASIN #1 x06'4 C'36' 4�' OTHERS X °7,8 SEE DETAIL 61 8.4 1 20.56 MEAS, 907.2 9 7.6 TW 911 9Wft2TVTW 907.5TW x X 906.4)BW (90 4 BW (906.4) 1`Oa .o Xc906006.8) 50J x907.4 x9 . 906 94 - � I - z8 PINE 1 X x906. 907.6 X (905.5) 1 90� 9°7.7 x907.7 _ . � (905.5) 3_......._.35.0 - - .._ ..._. I 13.00 0 (906.2) N I 4 14.00 x°s.7 I .o o o \ 1 PATIO q ; f J sAra M.H. /� 196 SF N q4 PROPOSED TOP RIM=907.29:• ► STOCKPILE 1 INVERT=894.8 \ ::. 0) LOCATION i L J 905.Sx x9£ i. N 5.5 1 ; X904.4 (905.CD5 J x 90 .,. 9J ; L_[__" 06 17.00 M 4. 907r O f 3 CONCRETE PATIO „ � � cy #6012 x90710 . • � • ' � �� 1.1 �.. o FRONT ENTRY=909.1 > i :w. : PROPOSE HOUteAGE FLOOR=907.0 w. 0 C D 26.x'. T 20.4 #6012 N o LIaNTER� x' _ Ld Q05,9:. 0 C) 9.0 t- XISTING FRONT ENTRY=909.1 z m : PRO 4 IDE IV LK c OJ c0'. rte; w v { ;. 905.0x 9 7 FIR 0. . 5) .00Rill' GARAGE FLOOR = (906.8) uj :•• :� •: J :.. TOP OF POURED WALL = (906.7) X904.0 :` BASEMENT FLOOR =(898.99) MO10.8g(}� x9° 14.0 4.2 x , 1 I 0. 4 20.4 5.8 907. I OWNSPOUI 905.° x x-. x 90 8 906.9 907.° 906.9 28.00 # I ^ x o SILT FENCE x905. 32• o11 1"' COVERE PORCH \ 06.8) o X o 906.5 ^ / 28'MAAPLE Vi o 12'MAPLE .00 / 4x x90 . r/ !� w DOWNSPOU 1 x _ 6 I 1 1 ri1 X6 -`'1 _1 �/ a I o' 90 o 1 O t) 00 x.71 s MALE X906.111 o X9o5. n l O O O O 1 _ 1 ocs, CATCH BASIN .1 / - _` `_` - 1 TOP = 904 904 O O -....� .�. 1 6 HDPE ST. S. - -- -- � -- SEE DETAIL 090 > > > ------ > > > > n 00 0 r / TRENCH DRAT O O O 120.41 / p 9015 M EA' Sf . x9° 4 04.0 SEE DETAIL O°°O 8T 402 904.2 O O O 8GDARxO OO 04.2 1 I. /L1O O # 15-569 T. . R. . S. T CONOSTRUCTION ARYK F 0 ENTRANCE �' SAN 0 TOP RIM=903.59 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. Is R ! ISILT,,FENCEI x904.5 K1 c 07 0 42'xl'5'x2' SUB -SURFACE INFILTRATION BASIN #2 SEE DETAIL C INDIVIDUAL RESPONSIBLE FOR THE CLEANLINESS OF THE SITE AND THE MAINTENANCE OF THE EROSION AND SEDIMENT CONTROLS: JEREMY POWER BELLA CUSTOM HOMES 2819 WEST 52ND STREET MINNEAPOLIS, MN 55410 PHONE: 612-282-0247 EMAIL: JEREMY©BUILDWITHBELLA.COM K E Y : EXISTING RUNOFF FLOW DIRECTION -► PROPOSED RUNOFF FLOW DIRECTION ----------- EXISTING CONTOUR PROPOSED CONTOUR (872.5) PROPOSED SPOT ELEVATION The base information and proposed conditions shown on this plan are from a certificate of survey prepared by W. Brown Land Surveying, Inc. dated 9/28/2015. s FICE OFY LL i'- 1 WTR CALL FO 6INSI•'PCTIONS isC'?t;i,'y 0 903.2 1h 72- PERM r NUMBERand ADD ESS (0 (n ! Silt Fence and Construction Entmnce:_- M i 31 Folotina 1 ! _._...Foundation Vftl Reinforcing. 1 _ Foundation Pre -ba" ! N Fralrigng and Sh"thing 1-i M Insl,llefion 4.6 .,,_, Lath r CATCH BASINI TOP = 904 SEE DETAIL -: SNOUT = 91 PRIOR �O ANY CONSTRUCTION, INSTALL STORM SEWER INLET PROTECTION ON ALL CATCH BASINS EXPOSED TO CONSTRUCTION SEDIMENT. Ca>• EngineeoV Iabft �� or SILT FENCE MUST BE PW oq'at" INSTALLED PRIOR TO DISTURBING CALL BEFOFE YOU DIG Know what's below. Call before you dig. The subsurface utility information shown on this plan is utility Quality Level D. This quality level was determined according to the guidelines of CI/ASCE 38-02, entitled "Standard Guideline for the Collection and Depiction of Existing Subsurface Utility Data." LOCK DOWN BOLT POLYDRAIN 2514AF WITH DUCTILE IRON GRATE AND FRAME, OR EQUAL " PAVEMENT BASE BUILT-IN LOCK BLOCK FOR GRATE ANCHOR RIB VARIES WITH CHAN LOCK TOGGLE POLYDRAIN PRECAST POLYESTER I \ POLYMER CONCRETE CHANNEL, SOIL SUBGRADE 8" THICK 3,500 PSI MIN. 28 DAY OR EQUAL COMPRESSIVE STRENGTH CONCRETE REINFORCED W/6x6 #6 W.W.M PRECAST POLYMER TRENCH DRAIN VEGETATION WORK HOURS: Fabnlc anchorage �ion of tranchbackfillwhh lanapfed natural ¢Ip1E 7:00am to 7:00pm Monday through Friday runo" now �,• ' 9:00am to 6:00pm Saturday NO WORK ON SUNDAY OR • �.*. .••� 'i.••" lnchrninlnwm �'� HOLIDAYS +�•'rte. II';<8I11(HI � � No to: Dep"ngupon aorii#mmlon,MaOfasbft -to wrrameshwitb Residential h0Qfts'SUM POWs wlthtie wrres,cv%o°dpW9wMSy ,S- Temporary Rock Construction "E"xit Flgnt. S.W Typk* tnstaAatW (ca° can ttnr:a'� / ac� � ............. -To front yard -C-11 Conditions of Demolition/Moving // .. line after WAG; 4' construction fencing shall enclose existing basement perimeter and 6 miniro„m tniekne=:5 ' "; yexcavations with slopes steeper than 1:1. Attach fencing to minimum 5' posts buried P and spaced at a maximum 10' on center. VV Enclose 11/2 -to 3" warned rock-- 'r n 14 stockpiled soils with properly installed silt fencing. -2. ,„,„,„ „„ ✓ Property must be restored within thirty (30) days of building Non -woven geotextile drainage / fabric under --./ demolition/move - utilities abandoned at the property line with a permit, foundation demolished with a separate permit, debris Failure to install the Construction E.v.,t before removed, demolition excavation filled to match adjacent grade and seed or sod placed and maintained at disturbed areas OR a permit disturbing the site soils and/or fa, ire to must be issued for anew structure within thirty (30) days of the buildinQdemolition/move. _ maintain the Construction Exit Will ! 25ult in enforcement action by the Cif;;;. e Confirm property may be edevelopp,0 prior to demolition A demolition permit provides no Assurance of permitted future uses NEL �,�. � ��l • a� � 33 •ooh N 10 0 10 20 SC Af_. IN 6012 HANSEN ROAD EOINA, MN BUILDING DEPARTMENT - NOV 0 4 2015 CITY OF EDINA DATE REVISION t I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, OR REPORT WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOTA. Brian Mundstock DATE: 9/24/15 REG. NO.: 23468 INFORMATION: PROJECT NO.: 15-564 DRAWN BY: LKS CHECKED BY: BHM APPROVED BY: BHM SCALE: GRAPHIC DATE: 9/24/15 DESCRIPTION: GRADING, DRAINAGE, EROSION CONTROL. AND STORM WATER MANAGEMENT PLAN SHEET NO ST1 1 of 2