The URL can be used to link to this page

Home My WebLink About0702824420056-04292013Confirm property may be redeveloped prior to demolition. A demolition permit provides no a urance of permitted future SOS The Gregory Group d.b.a. LOT SURVEYS COMPANY, INC. Established in 1962 LAND SURVEYORS REGISTERED UNDER 'THE LAWS OF STATE OF MINNESOTA 7601 73rd Avenue North (763)560-3093 1v1inneapo1is, Minnesota 55425 Fax No. 560-3522 EXISTING CONDITIONS SURVEY FOR: REFINED LLC 0 Denotes Iron M nt x000.0 Denotes Existing Elevation ----- Denotes Existing Contour Fxisting hardcover Calculations Residence --- 1691 Porch's = 429 sg. ft Peck = 266-150= 116 sq.ft Total hardcover = 2236 sg.ft Area of Parcel = 19645 sg. ft Percentage of Hardcover = 11.3% - 863.6 tree 5" 675.3 d 975. 7 ° a a / x-471/- .locustr v, / n 03 4-n 13 4 - 566 666 6 Non-woven geotextlle drainage 12' m &mum fabric under Failure to install the Construction Entrance before disturbing the site soils and/or failure to maintain the Construction Entrance will result in Enforcement action by the City. Lot 10, Block 2, Crocker ai Hennepin County, Mintiest The only easements shown are from provided by client. SILT FENCING IS 354 - _ REQOIRE&G - - - ..N89°44'2 W 199 85- _ _ _ A4EAS. 200.0 PLAT I certify that this plan, specification under my direct supervision and th Surveyor under the laws of the St Surveyed this 1st day of Novem 660.6 --- Porch W.3 / Hydrant Benchmark TN/Y=900.54 IOW dm. Note: Depending upon configuration, alladi fabric to wire mesh with beg rings, mew posts with tie wires, or wood posts with elaptes. Figure 0.3-2: Typloot Installation for silt tones Nut Conditions of Demolition/Moving 4' construction fencing shall enclose existing basement perimeter and excavations with slopes steeper than 1:1. Attach fencing to rottumum 5' posts buried l' and spaced at a maximum 10" on center. 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. Property located in Section 7, Township 28, Range 24, Hennepin County, Minnesota. Properly Address: 4238 Crocker Ave., Edina, MN -benchmark: Top nut of hydrant located at SE corner of property as Shown. Elevation = 900.54 'feet 2-.5tory frame Surveyors Certificate No. 423G \ \ roof peak top foodation \ [ \ .906.5 661.3 \ .\ \ \ \\ \ \ \\ \ `.„., 490.3 674.0 - - _ .,..) /i-e ' " ' , - I Power Pole \ (I, 39.3 .` 873,43 N 89°57'43" E 199 maple 16itivin al mape 15 'twin trii5 .63 A.,1E.4. 200.0 PIAT 1/--) buf. 673.3 At 0 CtCP "elec. meter .667/ e • r hoxefrier Olion .) 673.6 \--) 673.5 -CTiONS @ 952 826 0372 MER and ADDRESS b \ n,3 tree 6" vtf,LI:1( Power Pole s last tree 10" 074.5 MOC o nti ret Residential Temporary Rock Construction Entrance/Exit 66 2' I Porch 4 ▪ 0 \ ',7 ▪ 12/h/dr/v./ hoor '875"5 6."1-rIrTY 676.2 N ‘4 \.\‘ \2. /574,0 4!' and,Constructiort Entrance RI' 1130. \ \ ll 874 Wa Reinforcing Fdondatithl Pre-backfill 1,,-.1Friiening an Sheathing 576 h ryvVall Masortky Fireplace pool equipment _ Pine! "-0 " gamy Poor 664.0 \ \ „ 3.9, ` P • s • 0a ! 16 Initial length To front yard setback line after backlit! 664.4 39.2 6" minimum thickness / t 1112' 103" washed rock • \ '30.6 \ Azad _ - / afy1 16" polio 1/ /693 6 bq,Ph., (c- r- , 5.0.th of hae 3-±) Wire mesh relnketement (optional) Engineering fabric tnaple 6 SILT FENCE MUST BI - INSTALLED PRIOR TO DISTURBING NrEGETATION Metal or woo post or slake t)9 , Fabric anchorage trench backfill with tamped naturdi soil 666.0 \ \ \ \ \ • roof peak • 927.3 Signed \ \ 2-5tory \ \\ • a No.4240 Direction of runoff Pow 07.0as.ail,qa.beir _40 asc , Mir Drawn File Na, Cc1-10 Rev .6 inch minimum f,15 Power Polt. . -• . Natural rsoll ' • . .• . • • - " . - • Inch minimum 49.5 CE COPT FF Lot Area Building Porch Porch Deck Paved Areas Subtotal 19,845 sq ft 2,825 sq ft 222 sq ft 142 sq ft 533 sq ft 2,397 sq ft 6,119 sq ft (Includes Pool Equipment and Garage Door Landing) Pool & 4' Deck -1,344 sq ft (Exempt) Patio Allowance -150 sq ft Patio under Deck -357 sq ft Total 4,268 sq ft ** Pool water'surface Percentage 21.51% is 800 sq ft The only easements shown are from plats of record or information provided by client. I certify that this plan, specification, 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 Surveyed this 11th day of February 2013, Signed Gregory , Minn. Reg. No. 24992 Proposed Site Plan Survey For: SOUTHVIEW DESIGN Basis for bearings is assumed Property Address: 4 3-8-Cr&TceiAve..,,Edir' la, MN- \ - - -Benchmark: Top nut of hydrantlocated,at S of prop-ear as _shown. Elevation = 900.54 -feet I Power Pole (3--' cs..> verb ad e 5 • No.4236 < \ roof peak top foundation \ \ 906.5 651.3 \\\\\\\\\\\\ 8400.3 674.0 TW 677.7 TW 678.64 Cr) 0W574.5 SW 675. Lri 2-5tory 39.3 \ Drain Pipe by City ROCK CONSTRUCTION ENTRANCE - -\ Power Pol Hardcover 5-) 0 N N N ,' N N --\ N N N \ . . n Property located in Section 7, Township28, Range 24, Hennepin County, Minnesota. corner .,571 1we37 .1 7W 576.9 , 4 kw Bw 87?,5_4 574.4 / z gate TW 66(4.0 ,5W,77 DW 680,3' /r 9.7\ cr) \ .5 proposed new wall cg 4.7, The Gregory Group d.b.a. LOT SURVEYS COMPANY, INC. Established in 1962 LAND SURVEYORS 'REGISTERED UNDER THE LAWS OF STATE OF MINNESOTA 7601 73rd Avenue North (763) 560-3093 Minneapolis, Minnesota 55428 Fak No. 560-3522 nrrs CGrritifif4tr C' Privacy'fence. along,. north line 1 all.other -fencing 1 -w-_-j 89057t43h1 E 199.63 MEAS. 200.0 PLA7 INVOICE NO 82542 F.B.NO 1064-20 SCALE: 1" = 20' Denotes Existing Contours Denotes Proposed Contours • Denotes Found Iron Monument 0 Denotes Iron Monument O Denotes Wood Hub Set for excavation only DT Denotes underground drain pipe from roof gutters to City drain in street x000.0 Denotes Existing Elevation Denotes Proposed Elevation Denotes Surface Drainage NOTE: Proposed grades are subject to results of soil tests. Proposed building information must be checked with approved building plan and development or grading plan before excavation and construction. Proposed grades shown on this survey are interpolations of proposed contours from the drainage, grading and/or development plans. NOTE: The relationship between proposed floor elevations to be verified by builder. 888.55 Proposed First Floor 886.99 Proposed Top of Block 886.69 Proposed Garage Floor 878.32 Proposed Lowest Floor Type of Building Fullbasement Walkout \maple 15"twin Power Po 73.6 , . I - - - - TW-- 573.2 ;--- T574.4 TW c5 maple I 5' in 5147571.5 P" BfrIr 571.5 5W57. _ _ - - - - - ___ 8W573. 7 573. , .- ...-- I \bolder 6"/ / - SIG )4, 5 / / ..- / --- r /I I / / 1 ' I tree twin / .-- 67,4 0 / 7..X /I bl //--- \ \ 'IpoulciVall I / I I / I / c \ \ --- 0 \ (typia \ ree 15N / / I / I / I / I / \ \ / / V \ / I / / /I / \ / \ - -5-1/V 574/ 0 40.2 / *-1147 5776 0 5W 576.0 '0 0 0 0 0 0 0 0 0 0 -n-____________ ___ - _ . - - MEAS. 200.0 PLAT / • ......./ -- b0 .„.•"(Ple ---- '''..-"--- 0 --- -..... ---I\1 89°44'26" W 19 2 1 --' --"-, ., ----- ab "' . .., -- ,_ ---- - - - _ __ _ . ... ."--- - ----- 519 _ b V ___ - _---• .,,,- 550.5 I . . n --„, --... ----- - ____ _155 / - --__ - _ _- - - + ---- --- . , .. 4 -.--. -... -,_ -- / - - ---._ _ __- -__ ---- ______ 556 ---__. -......_ TW 687,4 / 15W 52(6. 1 I ' 0 'bcp G)V 8 .06 / 1 'I) cO oi g,PP / / 7 / / Hennepin County, Minnesota ' i --- - _ _ _____ _ - --- --I W a I 1 --- - -- I Proposed Utility Easement Description: I Porch ____________---- 555.5 - - _- - - - Lot 10, Block 2, Crocker and Crowell's First Addition, 1 Utility easement over the East 5 feet of the North 5 feet of the - \\\\\\\\\\\\\\\ \ \ roof peak 927.3 2-5tory \\\N Hydrant Benchmark \ No.4240 door eilf\ TNN -900.54 903.6 49.5 Rev 5-8-14 fence statement 5-13-14 prop wall 5-30-14 city comments North 50 feet.of the South 60 feet of Lot 17, Block Crocker I and Crowell's First Addition, according to the recorded plat thereof in Hennepin County, Minnesota. SI/ Power Pole N Drawn By File Name c -10-2inv82542 pool site plan.dwg Z(' Metal Fence /9,545 sq ft.±- 2,823 sq ft± 1,5/ / 55 ft± 158 sq ft.± 81 sq ft± 5,673 sq ft± 24.56% 874.0 71,V877.7 T1/1/ 878.8 5W874.8 BW 875.5 N 89°57'43" E 199.63 MEAS. 200.0 PLAT 49.5 0=1r 2.8 BW .5.2xLIAL 872.0aw- twO 78.4 twO 79. 77.5 17.5 Signed. If/19,312 32 6-QJA-UNQ 'Mt/L.3 2- it- te-/ Lot 10, Block 2, Crocker and Crowell's First Addition, Hennepin County, Minnesota The only easements shown are from plats of record or information provided by client. I certify-that ttriapian,.specification, cm report was prepared by me or under my direct supervision and that I am a duly Licensed land Surveyor under tha laws of the State of Minnesota Surveyed,this.214131:day ofjtily 20.14. Gregory , Minn. Reg. No. 24992 Rev A File Nartie. Col-10121nv882834 final grade asbuilt.dwg I- 884.8 cr3 (e. Wire fence 876V 877.),h \ \ \ TW 577.6 \ \ DW 576.0 \ \ \ 1 \ \ 1 1 877.1 N \1w879.2 / X \ I N E3W 576.6 1 N n I maple 1 &Twin 73.6 1 5"twin - _ -I- \ \*\ TW 879.5 \ 1)1(1/ 877.0 +N. ..i" Boulder We z / (typical) :1.1j1111.1 JIVIT.,1 I Or /A-J.-21-11-11-1r TW 874.9 874. 6 /..ITHnNrdrar 579.5 110.41111WIALILftrinr..""Alk ve• ..-- ....- ..--- / Z / ./ / ---- .., / z / x75-x-x-x-x-x-v-x-11p) -}14/-5-X-47-4x - 573-.2 BW871 - 574 - mposite Pence - OW-871 5 -X -X -X -X -X - TW 878.2 DW 876.9 bw 575 7---7-1------ir#4211A- 111111 71475773 z iG .4) 11 \ Ir`D/ / // 31/2' / / /TW 578.8 (1--51' ".. 9 X °\ X X -"."---X--3 a3 f'..-,,n --q,dffr 2 N 89°44'26" W 199.85 MEAS. 200.0 PLAT TW 878.4 677.5 SW 576.9 z Ar•iirSeleirirmr1-116; ej 4 1 TO Tr. 4-2 relatgl I 1 877.7 -1 0.1 r- r- ! lir-IF-Tr--Ir-Jr- -1;141:11140! n r- IT-11 1-.1 i 1-dldrali 1"LirmIrmilmilcam•Imm 575 - tw577. 23.0 / \ xD14/ 850. 1 gi s -kime, 414,.cr _ow,: 071 il x .....qt..z& \\ / x 07-Ww/580512. 01 / z / 144 / /11irkgioiti,5136):3- - - - 852 - -RV-662--.4 / / kar_Z "ig- / z /50(TW 554 TW-863,1_ _ -(4941\73 555 57 -- SW .3 TW884.5 Co 8;0.3 ,r) if) a A a 8867 C5o6 / / 0.9/ 037(1 Light Drawn 139: Schibwri 39.3 Residence No. 4235 a CD a Hardcover Lot area Building Pavers Deck Deck Total Percentage Power Pole Hydrant 13enchmark TAII-1= 90054 (13 - - Power Polei Final Grade As-Built Survey For: REFINED LLC Property located in Section 7, Township 28, Range 24, Hennepin County, Minnesota. Property Address: 4238 Crocker Ave., Edina, MN Benchmark: Top nut of hydrant located at SE corner of property as shown. Elevation ir 900.54 feet 15, power Pole Wall Porch 888.8 \\\\\\\\\\\\\\\ \ roof peak 2_5tory 927.3 No.4240 door sill\ 903.6 Wall TW 557. 1 DW 886. 1 INVOICE NO. 82834 F.13:NO Copy-Cert SCALE:1" = 20' N Denotes Existing Contours Denotes Proposed Contours • Denotes Found Iron Monument 0 Denotes Iron Monument - DT.- Denotes underground drain pipe from roof gutters to City drain in street x000.0 Denotes Existing Elevation As-Built Elevations Top of Block 556.99 Garage Floor 886.8 CONCEPT APPROVE' -cv-vv% The Gregory Group d.b.a. OT SURVEYS COMPANY INC. Established in 1962 LAND SURVEYORS REGISTERED UNDER THE LAWS OF STATE OF MINNESOTA 7601 73rd Avenue North (763) 560-3093 Minneapolis, Minnesota 55428 Fax No. 560-3522 9 urunrzTrriiii rate 886.4 Basis- for - bearings,'is.• assumed- Proposed Drain Pipe by City 2-5tory Frame • No.4236 \ roof peak top foundation \ 906.5 58/3 \\\\\\\\\\\\