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Home My WebLink About3211721420035-07272015BY: 330 6/19/14 SUE DATE: [ED 2 4 Denotes Viktliki4Light Pole Denotes Existing Flag Pole BEDGAled066131544PALLROP:7713 amwia—"'W""—g4"Mi5ftgl'ITIOFffrOMi/Md7-11fill'ffy Litie(s) Denotes Existing Fence Denotes Existing Bituminous Surface Denotes Existing Concrete Surface x 0000 Denotes Existing Elevation —a-- Denotes Direction of Drainage ____ Denotes Utility Easement, per Final Plat --60— Denotes Found Iron Monument z 'Denotes Existing Contour Denotes Existing Tree, as noted ERIC DOTY ((952) 294-2120) OR DESIGNEE WILL BE CONSTRUCTION SUPERVISOR RESPONSIBLE FOR SITE CLEANLINESS AND EROSION AND SEDIMENT CONTROLS MAINTENANCE (17' at.4-a- 005-1 5toci Goic Sk ry /stay Fr $viwby 7- 7 Lc Confirm property may be d or to demolition A emolition permit provides no Assurance of permitted future uses eel Conditions of Demolition/Moving 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 huil V4n1Ia3 JO All0 SI OZ LI ifir INSINIANd3C1 eNicrune 13.80 /—INSTALL INLET PROTECTION IN GROVE STREET 9ç : 9034; WITHIN 200' OF P JR4ELE., '"--Pinch Top / / FOCTM- et' I / — L 11— 911— L ohe ohe ii- ohe _c) bhe ohe oh e "`n • 4lat — 75 / oo 75.O • WORK HOURS: 7:00am to 7:00pm Monday through Friday 9:00am to 6:00pm Saturday NO WORK ON SUNDAY OR HOLIDAYS 907.13 906.60 ?,; A 912.48 g_ TP 0 „ ROCK CONSTRUCTION ENTRANCE nh 5/iNG/V4911.6i; GA SLi4B 9'9.14 sos.ea 91 —011 2.1 10 • • S 10 • • • AW000N51RUC1ION7TRAFFIC 91 CALL F6GAtiitiargidaihr • 19vilH0.56 MH NOTE: STORM WATER AND EROSION CONTROL O :0.34 INSPECTIONS SHALL BE COMPLETED ONCE 911.61 TP /". Nui In Tree Capped IP STALL SILT NCE (TYP) - 912 -G.A 912.4 912.30 .36 L- 1( — c.j >I 912,74 GA SLAB GATOB E) OTRANCEc rith PERMIT NUMBER and ADDRESS 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. •.„ . • Z*.. : NOW; Depending upon conliguratIon, atladi fart to wive mesh with ho 0 rings, atee t poets with tie wires, or wood posts with staples, Figure 03-2: Typtpat tpstonogon for oat *moo Metal or post or slake 6" miniinum thickness 11/210 3" washed rock 912.( Olteolion of 1'100110w • • • fr.'''. • Uniur8Ieoli *Ors mesh minims (optional) Silt Fence and Construction EntranCe Foot r,3 Foundation Wall Reinforcing Foundation Pre-backfiN Framing and Sheathing Masonry Finch= Final .0.117 • • •-•vro7,,. klaSeitszt,tutik... - ,:t.:WINGIVAVITA'-- e:',;414.Fellrehltrile,n?" eerifiKe:14nn • . Non-woven geotextile drainage 12 m einem, fabric under lit SILT FENCE MUST BE INSTALLED PRIOR TO DISTURBING VEGETATION 6 itch minimum Ent:0000r* fabric -16 Initial length -To front yard setback line after backfIll • • • •• ••a a Inch rninkrann Fabric anchorage trench beckfIll with larrped natural son 6. -.A. • 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. .3 • t JI11 I H ohe 4 ...N.910.65 , TP --.---"' ....------ ..„......--. \ 0 • - o-o. .- • • • -.0-1 • - .- 412.0 mestuu.nLItIll Temporary Rock Construction Entrance/Exit Insulation Lath Ohs .9 Add New Construction sheet B3K areby certify that this plan, specification apart was prepared by me or under my ad supervision and that 1 am a duly Salad Professional Engineer under the set the State of Minnesota ime: Brian F. Kalifs, P.S. gri.,9rei. ate: 8/6/14 License 8. 258/7 of 3 CS 911.8 4.14a1504.......1 ft .5 rFe Located in the SE 1/4 of 21 JMS CUSTOM HOMES, LLC lige:Djaatibl Certificate of Survey for: Sec. 32, Twp. 117, Rge. ikkJ e'kbiA/Q,„ House Address: 5609 Grove St., Edina, MN 55436 0 MH EXISTING ENTRANCE TO BE USED DURING-- CONSTRUCTION D in I / 7 - 11-) 0C7- \ V L_ I I \ L_ L_ / 0 MH 910.5 3/4" 907.1 909.1 TC 909.2 /910.1 905.8 903.8 TC Curb 906.0 90• 9 905.7 , Pinch To CS In Tree i< 3 1911.3 912.5 11.9 INFILTRATION BASIN 1 -H TVV=911.8 911.4 BW=910.2 905.6 • 905.8 . x 90 /1'906.6 ,907.1 912.3 11.7 INFILTRATION BASIN 2 906.2 906.6x.-7 906.1 10 909. 911.5 X 7/7 777 74- / /777 21.5 911.-2) 12.0 12 04 10.6 12.0 53061 /77/9_910- /910.9 Existing House 911.8 911.9 911.3 First Floor El. = +914.4 911.2 0, 912.2 Proposed Retaining Wall GARAGE 912.2 use 911.2x x911.3 7 912.4x 10 5 911.0 912.3 912.4 912.6 912.5 x 910.9 18.0 PROPOSED HOUSE 8.33' POURED \BSMT. FULL BASEMENT 912.4 .7= 1 7-1 7- L _ 910.7 910.7 cZ,ginkale_ x910.8 912.4 910.6 x 912.6 912.3 Eutv\- C 1' caw& co.ww- 910.6 x 910.8x Lr) 912.3 33.0 12.6x B 12.p 9-18 913.0 ‘I \NALNJ-1'- x 913.3 , 910(.7 1' caryt. C.1) • 911.9 c- I x . 912.2 2 cri O 0- 912 5 9-rd- Existing Power Pole Existing Manhole Existing Gas Meter Existing Electric Meter Existing Curb Stop Existing Elevation Proposed Elevation Existing Easement Found Iron Monument Direction of Drainage Found Iron Pipe, as noteo Set Iron Monument `-0, Denotes MM Denotes Denotes Denotes Denotes x 000.o Denotes 900.0 Denotes - - Denotes ohe - Denotes -I- Denotes • Denotes 0 Denotes oczi Denotes Denotes Denotes X 912.6 Njah01 x 912.8 Cre P2.0A rdi EM 0 "05 x 912.4 CS 0 x 912.6 J4AJE, x 915.2 X 4 if 1 .DCD IJ n A 913.2 142.8 x 912.2 x 913.1 g- SAJE 1'1\22. wk.krvrt,c) 3AQE0 l6`i wkk-c-,Q9Lt C14,k11 9c042, Existing Contour Existing Deciduous Tree Existing Coniferous Tree -C 912.9 x 913.0 10 911.8 IP ‘Alk. t)°\AietZtt ohe ohe one 2.6 9 911.7 942:0 pperl 911.9 Total Lot Area ±12,097 sq ft. Gross Building Area ±2,365 sq ft. House Foundation ±2,244 sq ft. Covered Porch ±85 sq ft. Egress Pit ±36 sqft. Building Coverage ±19.67; 74 96--- (Plat 75) 911.6 x 911.8 911.4 911.4 x 911.5 v Existing ) I Garage 911.5 x 911.4 X 912.4 BENCHMARK Top Nut of Hydrant located at the Southeast corner of Tracy Avenue and Grove Street. El. = 906.76 (NGVD 29). per City of Edina x 911.2 PROPOSED BUILDING ELEVATIONS Lowest Floor Elevation. 903.53 Top of Foundation Elevation- 911.57 Garage Slab Elevation (at door). 911,17 First Floor Elevation. 913.3 (Previous F.F.E. = 912.3) x 911.2 PARCEL DESCRIP110N (as supplied by owner): Lot 4, Block 1, LYLE ADDITION, according to the recorded plat thereof, Hennepin County, Minnesota. Subject to all easements of record, if any NOTES: 1. Only VISIBLE improvements were located as part of this survey. 2. Surveyed property contains ±12,097 sq.ft. 3. Surveyed property is zoned R-1, per the City of Edina Zoning Map. Bearings shown are assumed GRAPHIC SCALE 10 20 4. Contractor must verify sewer depth. 5. Driveways shown are for graphic purposes only. Final driveway design and location to be determined by owner/builder. 6. All building foundation dimensions shown on this survey include exterior foundation insulation widths, if applicable. Refer to final building plans for foundation details. 40 (IN FEET) 850 15085.002 proposed 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. al Carlson r McCain Dated this 24th day of July, 2015. Revised Impervious data. 07/28/15 Signed: prIson McCain, Inc. ENVIRONMENTAL ENGINEERING - SURVEYING By: 248 Apollo Dr, Suite 100, Lino Lakes, MN 55014 Phone: 763-489-7900 Fax: 763-489-7959 Thomas R. Balluff, L.S. Reg. No. 40361 Located in the SE 1/4 of Sec. 32, Ti. 117, Rge. 21 IJJ O. Certificate of Survey for: JMS CUSTOM HOMES, LLC House Address: 5609 Grove St., Edina, MN 55436 0 MH EXISTING ENTRANCE TO BE USED DURING-- CONSTRUCTION /910.1 Crs I-- 7- .2 1 1 \ L_ L_ 1 \LI V L_ 0 MH 910.5 905.8 907.1 909.1 TC 909.2 903.8 911.1 912.9 TC TC Tc Curb z„x 906.0 905.7 / ' 906.9 zS -F 7-, Pinch Top -(Plat 908.37 911.8 912.5 910.6 x 909.3 909.6 INFILTRATION BASIN1 0 905.5 905.8 T•7 x 9071 TW=911.8 X 9 912.3 o 911.4 BW=910.2 /906.6 ,907.1 909.1 r7) 910.9 911.7 +46' PROPOSED DRIVEWAY INFILTRATION BASIN 2 906.2 qr / 7_771 9 906647-' / (/ G5 /. -90V/ • -x' 911 .0 909.'9 -r 777 77771- 12 04 21.5 12.0 910.3 d 772-911)-.- / 910.4 'ci)x - Existing House 911.8 M.:-911.9 911.3 First Floor El. - +914.4 12.0 0.6 oa 0, 17.5 Covered Porch co 911.2 911.1x 17.5 912.24/ Proposed Retaining Wall X GARAGE i < 912.2 Existing House First Floor El. +916.2 TW=912.0 BW=910.0 cc) 911.2x x911.3 912.4x 5 x 911.0 0 2 lox 912.3 912.4 912.6 X 910.9 18.0 CO a, PROPOSED HOUSE 8.33' POURED BSMT. FULL BASEMENT >0 x911.4 912.5 912.4 cn2x 912.3 Tcg,' _L 910.7 x910.8 912.4 912.3 912.3 912.3 c.Ix•- 910.6 co X 912.6 910.6x 910.8x Lc) TW=912.5 912.6 BW=4912.D L./ 912.8 x 913.0 , 12.0 33.0 910.7 , ----I cant. O911.9 1,c1. `O- Denotes 2 Denotes Denotes bm Denotes c4 Denotes X 000.0 Denotes X000) Denotes - - - Denotes - ohe - Denotes Denotes • Denotes Existing Power Pole Existing Manhole Existing Gas Meter Existing Electric Meter Existing Curb Stop Existing Elevation Proposed Elevation Existing Easement Found Iron Monument Direction of Drainage Found Iron Pipe, as noted x 912.2 9121.2x ,.71: 1 912.5 a 9A'\ 912 , x 913.3 X 912.6 X 912.8 x d12.4 X 912.5 x 912.6 Utility and Drain \age /2;"-Easement Easement"- - Sewer x 914.2 4 / x 912.4 ../x 915.2 x 92.4 913.2> ki912.8 91212 x 913.1 0 Denotes Set Iron Monument Denotes Existing Contour Existing Deciduous Tree Existing Coniferous Tree - ohe 79. 912.1 Denotes 912.9 71. Denotes 10 912.x8 . x -x 91: oho.= - 911.8 912.2 ohe -ohe be ohe 911.9 nhe 90. 912.6 911.7 942.0 74 96-- (Plat 75) - 912.6 Copped IP X 911.8 911.6 /--71 Existing /A Garage /'/I //...7.-)k911.5 911.4 x 911.5 911.4 x 911.4 X 912.4 BENCHMARK Top Nut of Hydrant located at the Southeast corner of Tracy Avenue and Grove Street. El. = 906.76 (NGVD 29). per City of Edina x 911.2 PROPOSED BUILDING ELEVATIONS Lowest Floor Elevation- 903.53 Top of Foundation Elevation: 911.57 Garage Slab Elevation (at door). 911.17 First Floor Elevation. 913.3 (Previous F.F.E. = 912.3) x 911.2 PARCEL DESCRIPTION (as supplied by owner): Lot 4, Block 1, LYLE ADDITION, according to the recorded plat thereof, Hennepin County, Minnesota. Subject to all easements of record, if any NOTES: 1. Only VISIBLE improvements were located as part of this survey. 2. Surveyed property contains ±12,097 sq.ft. 3. Surveyed property is zoned R-1, per the City of Edina Zoning Map. Bearings shown are assumed GRAPHIC SCALE 10 20 4. Contractor must verify sewer depth. 5. Driveways shown are for graphic purposes only. Final driveway design and location to be determined by owner/builder. 6. All building foundation dimensions shown on this survey include exterior foundation insulation widths, if applicable. Refer to final building plans for foundation details. 40 (IN FEET) 5085.002 proposed 850 or under my direct supervision I hereby certify to JMS Custom Homes, LLC that this survey, plan or report was prepared by me and that I am a duly licensed land surveyor under the laws of the State of Minnesota. rn Carlson r McCain Dated this 24th day of July, 2015. rlson McCain, Inc. Signed: ENVIRONMENTAL ENGINEERING SURVEYING By: 248 Apollo Dr, Suite 100, Lino Lakes, MN 55014 Phone: 763-489-7900 Fax: 763-489-7959 910.7 Thomas R. Balluff, L.S. Reg. No. 40361