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HomeMy WebLinkAbout3311721330049-06052013Confirm property may be redeveloped prior to demolition. A demolition permit provi es no assurance of permitted future 904.2 LEGEND EM 0 Denotes Existing Electric Meter PP ▪ Denotes Existing Power Pole - Denotes Existing Overhead Utility Line(s) (IN FEET) Thomas R. Balluff, L.S. Reg. No. 40361 UUJ x921.3 921.45/ 92i - i 1 1 \I \ \I \ 1 It 915 \9 \ 1 I i II i n \ 1.1 0 H 921.1 1/I?" , „in1/2/ I x 9115LI/ ( x 912.2 921.6x ( I 13 19 6 I:\ ) I I / \ „ 915.91 i 4"T ee i I I x b16•5/ 1 x 912.3 \)1 I 1 I 1 II I/Ill/6,41\i 912.5 in / I 11 /7/9112 .1 1\ I 912.5 x912.4 r'• I i it' /111B"Treel ,i I 11 ( r 9 6-6 2 1 I i 1 I ° I I 1 i'l I a -4 / b 1 11 1 / x / 'xii7.6( 915.0 , ..... 905.2 .---0:\4.3904(.7 \ F' \ I 0 ., ) \ \ \ \ \I 4 W 912.8 x "Tree 91.,1,.9 1 01 Qe4 1 9°5,i • 99" IT / T 1 111-/ \ 913.1' a 24.7 EM Will 6? 912.9 9 6 I 912.4 c,,,-, ------- x 2 x691.29912.5 g 017e Sidewalk' r, . .. ' 912.5 , I x g) .6 1 I I 1 ) 62"Tree i T i ------- / / / / o‘'e / / / - / ' °''e 91219 x•-------- 991121: ± . 21.a7n.dfstc..a.ipoinigth Eon -r-loinaec.....h 1m \entri/ _908 5 Ti; __N 91,0_.!69 ,/ 1908,8 i / . .910 -- . i 908.5. •••_:1 I ... • ' .-1. • " / / / x ohe 91'e 04e LI- %hp / ht;e909 .x . .,:, 908.5 ' 908.'4 • - .649, x. .. . / 04 10 912. 91,2.9 x 912.7 x 912.8 x912.4 / 912.4 COA),S L-1%0AI PLAT=120) 1189°5 '12"xW9127 91-(5119 1 x 912.8 I.1 Conditions of Demolition/Moving • 4' construction fencing shall enclose existing basement perimeter and excavations with slopes steeper than 1:1. Attach fencing to minimum 5' posts buried l' and spaced at a maximum 10' on center. 1,7 Enclose stockpiled soils with properly installed silt fencing. • Property must be restored within thirty (30) days of building demolition/move - utilities abandoned at the property line with a permit, foundation demolished with a separate permit, debris removed, demolition excavation filled to match adjacent grade and seed or sod placed and maintained at disturbed areas OR a permit must be issued for a new structure within thirty (30) days of the building demolition/move. V 6-666 iNS- 6,1 F.F.E.=_±914.7 !I, GAR. SLAB=±906.2 912.8x `4"/-Z Z-Z-Z-ZZA 912.4 912.9 913.0 I 912.8 .4- .912.5 906.3 Bituminous Driveway ..,„ . N,...„ x gm Nx 96 i 01 :31. 906.0 906.6 905.0 i-Stone Retaining Walls o 0 o j3 I i 01 0 cr, tn crn I sc'1 i 06Q? AL5r)1? 90 x.0 1 2' Open a) 905.0 903.8 BE 904.1 TC TC 90 TC 90 BE X 00 dr? 0 1 below cie.. 3 00 9 anci 17urzi rTmacinder: Crvio VC -116t0 41,:vngakitbeN Existing C n 10 s urvey for: JMS CUSTOM HOMES, LLC House Address: 6004 Hansen Road, Edina, MN NOTES: 1. Only VISIBLE improvements were located as part of this surveApp 2. Surveyed property contains ±8,994 sq. ft. 3. Surveyed property is zoned R-1, per the City of Edina ZoninDgatmeap. Denotes Existing Fence CALL FOR INSPECTIONS @ 952 823 Denotes Existing Bituminous SurilVial PERMIT NUMBER and ADDREM Denotes Existing Concrete Surface 0 Denotes Existing Elevation Footing tFinegnce and Construction Entrarm Denotes nn oo tteess Direction P r opo ed of raleDvatiionna ge -Foundation Wall Reinforcing Denotes Found Iron Monument, .a.s_EiStondation Pre-backfill __Framing and Sheathing HYD Denotes Existing Contour TB Denotes Existing Hydrant Denotes Existing Telephone Box-Insulation G Denotes Existing Tree or Shrub-Lath' _ Drywall PARCEL DESCRIPTION (PER HENNEPIN COUNTY TAX RExc psonrY Fireplace i„ Final Lot 2, Block 2, BIRCHCREST THIRD ADDITION, accordi g o the recorded plat thereof, Hennepin County, Minnesota. Subject to all easements of record, if any. (Torrens Property) CONCEPT VED x912.4 372 976 Ike x 910.9 011.8xt ° .x 91Q.6 x,1910' x908.7 rn Carlson r McCain ENVIRONMENTAL 'ENGINEERING 'SURVEYING 248 Apollo Dr, Suite 100, Lino Lakes, MN 55014 Phone: 763-489-7900 Fax: 763-489-7959 621 4320.001-Existing 912.8A 912.8 1. 904.4 TC Located in the SW 1/4 of Sec. 33, Twp. 117, Rge. 21 EXISTING HOUSE 6008 HANSEN RD. F.F.E.=±909.8 L. Bearings shown are assumed GRAPHIC SCALE 0 10 20 /-1 -I- /1 908.1 Pipe x 906.7/ 4" Draintilell 1/3 10 0 a) x97 7 "4 9072) / 40 x X 904.9 x )03.8 TC 903.7 TC 6. Existing stone retaining wall encroaches onto Lot 1 by ±0.5 ft., as shown. Landscaping edge encroaches onto Lot 2 by ±2.7 ft., as shown. 60(24i 1-0911}56A1 ,65,44o t# 121 SEE 'AS'Iept/ n-Av •I tr./. al 33 • 00 I hereby certify to JMS Custom Homes, LLC that this survey, plan or report was prepared by me or under my direct supervision and that I am a duly licensed land surveyor under the laws of the State of Minnesota. Dated this 30th day of October, 2012. 5. BENCHMARK: Top Nut of Hydrant located at the southeast corner of 60th St. W. and Hansen Road. Elevation=907.57 (NGVD 29) - per the City of Edina. 4, Existing First Floor Elevation = ±914.7. C By: Signed: Carlson McCain, Inc. By U • Bldg, Dept. I rE)./ x 908.2 \5 908'7 -7 / / e 120.20j 9\ '(3LAT=±1325p) / co( S89°55'53"W Landscaping 691j* /90n47 7777777 777 7-77;,, " / CANT ...MMEMS LEGEND Existing Existing Existing Existing Existing Existing Existing Existing Existing Power Pole Light Pole Flag Pole Electric/Gas Meter Overhead Utility Line(s) Fence Bituminous Surface Concrete Surface Elevation 20 40 10 ( IN FEET I ST O R M W A T E R M A N AG E ME N T P L A N (D EM O LI T I ON ) DRAWN ET: DESIGNED 13, ISSUE DATE: 130 BIS 06/03/13 ±34.3 t35.3 • • • • • USE AS C UNTIL KIST. DRIVEWAY NST. ENTRANCE REMOVAL 905.5 905.0 • 905.5 922.1x:> 921.6x 921.1 919.4 o 920.3 o o &-) ci) 3:908:8 906.9 x 908.1 4" Draintile Pipe A co x 907.7 A /1, 908.3 911.8x _c Direction of Drainage Utility Easement, per Final Plat Found Iron Monument - Denotes Existing Contour Denotes Existing Tree, as noted -• • • - Denotes Proposed Silt Fence Denotes Proposed Rock Entrance EROSION CONTROL NOTES 1. Silt fence, bio rolls and/or catch basin inlet protection devices shall be installed prior to any land disturbing activity. 2. Rock construction entrances shall be installed prior to any land disturbing activity or after existing driveway is removed. 3. Any sediment that reaches the existing street or adjacent property shall be removed immediately and measures shall be taken to prevent further sedimentation offsite. 4. All silt fences, bio rolls and catch basin inlet protection devises must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches )i of the height of the device. Repairs shall be made within 24 hours of discovery, or as soon as field conditions allow. 5. Rock construction entrance must be repaired or replaced when the rock becomes inundated with sediment and/or excessive sediment is being tracked from the site. Repairs shall be made within 24 hours of discovery, or as soon as field conditions allow. MirrIT.4.! ois.rdv.0 „ r915.9 912.8 x -979, 979 1 of EXISTING HOUSE 6000 HANSEN RD. F.F.E.=+914.7 GAR. SLAB=+906.2 x 911. \ x 905.6 909.9 \ ) 1'316 2 1/2" Open " INSTALL SiLT FENCE( 0 7.6 oc-,e 064 Spike 915.5 _c --5-'2" I 912.8 109",,T3re.6e 912.8 / / / 912.8 A/ / In 912.8 / CI (s3 EN II , ...._:..../ LEJ g 0 U) N.. ' • +I / 91 3.0 ) / i 4'5 ll O '' , / 0 2 u.,Z cr (3 V) +18 912.8x • 1=-7 z • L- ./ .5. 11-• L .: CD milmi , R w ,e 0 . c, , , ci 912.9 x x 912.7 • 912.9 912.9 N. 912.4 0 x°126 x °\'e*912 9 ft. North 41 91.2•A ***** 'r2.7 908 5 908.5 )` .11 0,0"e• 968:4- XI o q, x 912.5 x 912.8 0 9159 „ 2 Open Tree T 1.5 906.4 410 OhEa 7 (r). o b A-0) 905.0 ri) • „„„ x 912.3 x 912.4 ** 41.1L/111 • • • • 1 z 7 "9116 . 910.3 x9124 912.4 0912.7 (PLAT=1 20) x 912.2 1\189°59'12"W 912.5119.91 ,, x 912.8 904.4 TC 903.8 BE 904.1 TC INSTALL ROCK CONST. EN1R4NCE AFTER DRWY 903 9 REMOVAL 905.0 905.2 "+-35 8 4tAltre4t 904 • 1 7 411:7: . .1r. • "ap.-.• ••=1".E.Z.): • 41N PVC TOP x 906.2 0) X 'x 904.9 921.4" x921.3 PP 000 LP FP 0- EM GM 00 - ohe - n 4111.n Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes 5- 904.3 TC 903.9 BE tri EXISTING HOUSE 6008 HANSEN RD. F.F.E.=+909.8 908.5 1 16.5' • • 9154? • 18"Tree" 904.2 0 4" Tree LU 912.5 x 912.4 912.5 ?cg16.0 915.0 6 912.5 , _03.8 TC 903.7 TC s89°55'53nw 120.20 (PLAT=1°20) ohe 908 2 ±35.0 0 -908 5 / 7/77777 777 7774 0906,7 x 907.0 • 908.2 908.7 09106 "910.2: "908,7 REVISIONS s. I hereby certify that this plats, speclfication or report was prepared by me or under ml tlirecl supervision and that I E duly Licensed Professional Engineer under the laws of the State of alinnesota ••• Name: Brian 3, Krystafiak, Signature: Xttaa. Date: 06/03/13 License 75063 ( IN FEET I 40 0 10 20 11.11.11..1.1n 11=1 ST O R M W A T E R M A NA G EM EN T P LA N (NE W CO NS T R U C T I ON ) 310 REVISIONS DRAWN BY: DESIGNED BY: ISSUE DATE: 06/03/13 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 10 laws of the State of Minnesota Name: Brian J. Krystofiak, P.E. SigeBlIm: ;2 AØ'1- Date: 06/03/13 License 4r: 25063 2 of 3 912.8 x x 911.9 X 969.9 x 905.6 '<912.4 912.5 x 912.8 x912.8 :913.0 PROPOSED HOUSE POURED BASEMENT ,lc' C7 -1- 920.3 979 x 919.4 ohe hhp. -4;‘, e_gby: • ROCK CONSTRUCTION ENTRANCE Proposed Elevation Direction of Drainage Found Iron Monument, as noted Set Iron Monument Existing Contour Proposed Contour Existing Hydrant Existing Telephone Box Denotes Existing Trees as noted Denotes Existing Tree to be Removed -• • • Denotes Proposed Silt Fence Denotes Proposed Rock Entrance cpcx= Denotes Proposed Retaining Wall EROSION CONTROL NOTES 1. Silt fence, bio rolls and/or catch basin inlet protection devices shall be installed prior to any land disturbing activity. 2. Rock construction entrances shall be installed prior to any land disturbing activity or after existing driveway is removed. 3. Any sediment that reaches the existing street or adjacent property shall be removed immediately and measures shall be taken to prevent further sedimentation offsite. 4. All silt fences, bio rolls and catch basin inlet protection devises must be repaired, replaced, or supplemented when they become nonfunctional or the sediment reaches )S of the height of the device. Repairs shall be made within 24 hours of discovery, or as soon as field conditions allow. MaTZTAT. ratuttad -±34.3 ±35.3 CANT A A 5. Rock construction entrance must be repaired or replaced when the rock becomes inundated with sediment and/or excessive sediment is being tracked from the site. Repairs shall be made within 24 hours of discovery, or as soon as field conditions allow. JUN 52013 LEGEND Existing Existing Existing Existing Existing Existing Existing Existing Well Electric Meter Power Pole Overhead Utility Line(s) Fence Bituminous Surface Concrete Surface Elevation EXISTING HOUSE 6000 HANSEN RD. FEE. =±914. 7 GAR. SLAB=+906.2 Co 912.9 '<912.5 '<912.8 x 912.4 x 912.2 912.4 x912.7 x (PLAT=1 20) xN 89 °5 9 '1 2"W x 912.8912.5 11 9'914 9 903.8 BE 904.1 TC 04.3 0-- La NO- 00 c'cLko) 905.0 • x 0 x.t.L. 99,6_0 906.3 904.3 TC sx 903.9 x • BE 4.2 ' • 908 07 '9°6 905.2 905 Open 05 921.4x x921.3 0 TS' 0 915.0 o\'‘ 912.8 912.9 1, 91312 12 cpe -9-'1276 91' 0 I +2.7 ft. - :()81:1-51 c<1 4"Tree , JJ • 9(55.2 904 1,4 cnc)ap '1,f- 121:-.01 • 040.46,7 jrz,..11; 4.111t 2"Tree • py,e- ±34:7- 911.9 912.5 6 1114bimiata•POINIIIPLIIP 91: ' 912.7 9/ oh 4.9°59'12" 120.20 e 908 5 06° CI-----217 72777/7 77777/ x 908.2 t'< 908.7 x 910.6 x 91(12: x 908.7 x 908.5 x •97 911.8 x 910.9 (PLAT=120) -±3510- WELL • EM 0 PP x06-0) Denotes Denotes -10- Denotes --0- Denotes Denotes Denotes HYD crf Denotes TB Denotes Denotes Denotes Denotes Denotes Denotes Denotes Denotes 000 o Denotes 904.4 TC 921.6x 916.2 3233 1/2" Open I IP OPEN o j x 91,5.9 i • _f 922.1x7:;,- ILT FEN x (TYP) 18" ire '916.0 • • • .9129 x917.6 ' ohg 8915.5 • • 903.9 TC 903.8 TC 903.7 TC 4" DraintileJ Pipe 90'5.1 92I ... 0 0 0"Tree • • ,41iree 913.6 11 C E/P 36.0 4, 44 • •3 • • • • 3e.0 x 912.3 '<912.4 i912.5 912.7 912.8 I x r.iLn 91>(---2.8 912 x 16.5 , 1 • , S x 904.9 x 907.7 0 x 908.1 EXISTING HOUSE 6008 HANSEN RD. F.F.E.=+ 909.8 x 906.7' CO 0:1 0 0) X907.0 A A ne 908.3