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HomeMy WebLinkAbout3111721130032-01212015co Lc° 30 591.7 x893.1 45.6 89 .9 EXISTING MOU5ff MAIN FLOOR 89583 887.2 X885.4 r 7 ; T masa« >foxiato atoaxess 59 143., 2 887><'7S83°48'15"E I X590, 890.1 X 590,8 SILT FENCE>79'.7 tz) 886.0 x 138.52 2,5 555.G ...w +ASH 36 882.7 .....,, x..w0 584.4 g? .6 (888.8) 887.9X 10.83010.00 ca 1.67883.9 852;45 ;884: >6)51 g 82.8 2%. I ‘ I 17.50 co cc; • .Ei -, 8&8.8) 8. 891. _.:45:3.040.(;3110(710 - :91 2 Cd 0 a> I.L.1 0 / 0: 512.21 soi.511 co nui °;°37.0 i.00 On zo w 8576 coc%5 ‘NI 587. C)0 a-.. rj --1 85746 L7.0 ;00x3L1 cz U, - 582,93 584.5 1 '1 It o° 4,y() V: 0 • 881 .57 8815" 3 7., " .----( 13,2-884.4) r., A V. IL 8823 (887.8) (886.8) \ gc," ....- . (884.4) x - xo Nt„, 0 880.8 879.0 x SILT FENCE 878.1 d,..> 6'.. 007 ',eft...4x %SOW. 59552,522 a.m.* ot.saeat. ms...2 .9_ .1 97.35 *-x..> • 06 PINE ' 578.3+ S89°01'00"W c57...90 8 jjj 588.68 554. I x880.0 CDFL 852.36 FD IP 85/.4 X 20.00 45.6 X882.4 X881. T 6 f oisw i ROCK 889.3 CONSTRUCTION 603 ENTRANCE co c, td z 886.7 3.0 X882.2 q 552.3 cl (880.3) 88>2< x 7.09 N482.311 2.00" 35.o N41441/4. 882, 850.4x TNH x(889 la 5c,1 (`-.1 "3' Ca 885.5 886.7 84.9 9. oor4 888.8) c`'s (887.0) 54 1 20.50 876.2 875,78 II 87p RD IP 879:4 © 879.9 x DRAINAGE UTILITY EASEMffNT X878.7 879x5 CO 0y877.5 nn •• I •I I BISCAYNE BOULEVARD x875.88 574.66- 875.20 877.20 x FD IF 875.9 C8RFL 574.68 874.5 874.34 78.6 X876.6 ROBE ENGINEERING COMPANY, INC. CONSULTING ENGINEERS, PLANNERS and LAND SURVEYORS REVISED 01-20-15: CHANGED HOUSE PLANS, UPDATE SEDIMENT & EROSION CONTROL NOTES. REVISED 08-05-14: REVISED RETAINING WALL. PROJECT NO. 15447.00 PREPARED FOR: DONNAY HOMES 000.0 DENOTES EXISTING ELEVATION (mom DENOTES PROPOSED ELEVATION INDICATES DIRECTION OF SURFACE DRAINAGE (889.13) = FINISHED GARAGE FLOOR ELEVATION (889.46) = TOP OF FOUNDATION ELEVATION (880.75) = BASEMENT FLOOR ELEVATION (890.15) = MAIN FLOOR ELEVATION e01.15 = ORIGINAL MAIN FLOOR ELEVATION ORIGINAL AREAS: LOT AREA: I 7,793 SQ, FT ORIGINAL HOUSE AREA: 1,803 SQ. FT PROPOSED AREAS: LOT AREA: 17,793 SQ. FT HOUSE AREA: 3,540 SQ. FT PORCH AREA : 131 SQ. FT DRIVEWAY AREA : 1352 SQ. FT CONC. WALK AREA 15G SQ. FT COVERAGE = 5,179 SQ. FT (29.1%) CITY BENCHMARK: TNH STAUDER CIRCLE & CONTINENTAL DRIVE EL: 908,61 SCALE : 1" = 30' Legal Description: LOT 6, BLOCK 3, PARKWOOD KNOLLS 13TH ADDITION, HENNEPIN COUNTY, MINNESOTA ADDRESS: 5717 CONTINENTAL DRIVE SEDIMENT 4 EROSION CONTROL NOTES I . All exposed soil areas, including temporary stockpiles, must be stabilized as soon as possible but in no case later than 14 days after construction activity in that portion of the site has temporarily or permanently ceased, Stabilize with temporary seed and straw mulch applied at 2 tons per acres. 2. Silt fence shall be installed and at the locations shown on the plan and around any stockpiles. Silt fence shall be inspected and maintained weekly (and within 24 hrs of a 0.5" rainfall) until final seeding and mulching (or sodding) of lot. 3. A rock construction entrance shall be installed and maintained at the location shown on the plan. 4. Contractor or Permitee shall provide and maintain inlet protection on all storm drain inlets that will receive sediment laden flow as a result of construction. Inlet protection and maintenance shall remain in place until all sources with potential for discharge into the inlet have been stabilized. Inlet protection may be removed from a particular inlet if a specific safety concern (such as flooding) has been identified. The permitee must receive written correspondence from the City of Edina verifying the need for removal. Permitee shall conduct a visual inspection to determine which inlets need protection. (Inlet devises must be removed between Oct. 20th and Oct. 3 I st, Devises must be reinstalled by Mar. 1 5th weather permitting). 5. If down gradient sediment practices are overloaded, additional up gradient erosion control practices will be installed to reduce loading. 6. Dust control 15 the responsibility of the permit holder. The permit holder must eliminate dust problems upon receiving notice from the Building Official that there is a dust problem. 7. MINNEHAHA CREEK WATERSHED DISTRICT, (952) 641-4532 8. Street cleaning shall occur daily or as needed, 9. Contact person for site cleanliness and maintenance of the erosion and sediment controls. Chad Donnay (61 2) SI 9-4095. 10. No concrete washout allowed on site, truck based self containment washout devises required. 1 1 . Oil stains on city streets to be cleaned up with floor dry, and disposed of as a hazardous waste material. I 2. All hazardous waste to be stored cleaned up and disposed of per EPA standards. 1 3. Temporary pumped discharge pollution prevention technigues: "DANDY DEWATERING SAG-Brock White Co. USA http://www.brockwhite.com/Op 1 413346c I 337/ dandy-clewatering-bag/ 1 4. Permitee must minimize soil compaction and unless infeasible preserve topsoil. Methods of minimizing soil compaction include the use of tracked equipment, and staying off of areas to be left un-compacted. Methods to preserve topsoil include stripping and stockpiling prior to grading or excavation operations. 4)0h '"<" 'y 1<96, STORM WATER & EROSION CONTROL PLAN 5TORMWATER This 5tormwater Management Plan (in narrative form) must detail how stormwater will be controlled to prevent damage to adjacent property and adverse impacts to the public stormwater drainage system. 1. Permit holder shall inspect and maintain sediment and erosion control devices (ie: silt fence and inlet protection) weekly (or within 24 hrs of a 1/2" or more rainfall). Sediment must be removed when it is 1/2 the height of the sediment and erosion control devise. 40,c. 1000 EAST 146th ST., STE 240, BURNSVILLE, MN 55337 PH (952)432-3000 I hereby certify that this plan 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. DateactAN 5 ( Reg. 2, Final grading on the lot shall minimize concentrated flow and shall promote sheet flow to the Front and the rear. Final drainage patterns shown are similar to the existing conditions of the lot. 5 717 CoNdivIe44i7A-0 -971 • EXISTING MOUSE MAIN FLOOR - 592.9 887.2 91.7 45,6 X893,1 CERTIFICATE OF SURVEY PROJECT NO. 15447.00 PREPARED FOR: DONNAY HOMES 000.0 DENOTES EXISTING ELEVATION (000.0) DENOTES PROPOSED ELEVATION INDICATES DIRECTION OF SURFACE DRAINAGE (889.13) = FINISHED GARAGE FLOOR ELEVATION (889.46) = TOP OF FOUNDATION ELEVATION (880.75) =BASEMENT FLOOR ELEVATION (890.15) = MAIN FLOOR ELEVATION = ORIGINAL MAIN FLOOR ELEVATION ORIGINAL AREAS: LOT AREA: I 7,793 SQ. FT ORIGINAL HOUSE AREA: I 403 5Q. FT PROPOSED AREAS: CONC. WALK AREA: 1 56 SQ. FT 70 COVERAGE = 5, 1 79 SQ. FT (29. 1%) 1 3 I SQ. FT <- LOT AREA: HOUSE AREA: DRIVEWAY AREA: PORCH AA: ("e' agetkol man*, 584.4 (888.0) 883,9 11.67 x 882.5 Pfteiges4 c tr2; 857.9 (888.8) X885.4 r7 ASH 36" 8/35.6 PD IF' 20.00 • - 879.4 Rogow X882.4 X88177 LOT 6 x880.0 X554, I 883.4 X 852.7 879.9 579.9 DRAINAGE 4 UTILITY EASEMENT +PINE 24" 877.2 875.78 882.2 x ><0.; rs. co Cd °3 o SCALE : 1" = 20' Legal Description: LOT 6, BLOCK 3, PARKWOOD KNOLLS 13TH ADDITION, HENNEPIN COUNTY, MINNESOTA ADDRESS: 5717 CONTINENTAL DRIVE CITY BENCHMARK: TNH STAUDER CIRCLE & CONTINENTAL DRIVE EL: 908.61 35.o I. s,6 10,83 010,00 Fr? 889.18 181 s:11 X581.5 X 882 &82.3 >Cd 582.2 (880.3) \\N,6,3 882.x3 887.6x Co co 49,e,s/ c<441 877.20 1 7,793 SQ. FT 3,540 5Q. FT I 352 SQ. 1000 EAST 146th ST., STE 240, BURNSVILLE, MN 55337 PH (952)432-3000 51717 CmdivteAt\>frikii RUSSELL P. DAMLO I hereby certify that this is a true and correct representation of a tract as shown and described hereon. As prepared by me this 4TH day of APRIL, 2014. REVISED 01-12-15: CHANGED TO NEW HOUSE PLAN. REVISED 08-05-14: REVISED RETAINING WALL. _ROBE tNGINEERING COMPANY, INC. te? CONSULTING ENGINEERS, PLANNERS and LAND SURVEYORS inn. Reg. No. 19086 0 879.77 TN11 885.50 30 ,a; CO to PINE 30" 889.5 14 884.8 (43' 84:8186877,..7.800:: 8 8 886x.7 .5.3.94...83VVVV:08).71-242,,,r-rsj(8.87: 581 .2 x RA 559.3X " R 0 r0 IP 891.3 889,8 X 590.8 wait raft* 890.1 SiL7 PENCE *ft's "Paw 859.7 X x879,0 x880.8 SILT FENCE 578.7 'woman mom matci WittWA Ma= MOM to:1**W WNW MN* (808.0) (884.4) 877.05 13.00 891.0 (888.8) 5'78.3 876.25 88 x 88 1.5 to 2.00 BISCAYNE BOULEVARD x575,56 2.00 557.7 89°'2 S83°48'15"E x856.0 138.52 97.35 S89°01'00"W 886.8 (884.4) e% 1 1 1 1 L- e 3.00 0 (880,3) X581.1 0 X882.2 080.3) toms ttat:#0:a =a= r• I 0% #'t 1-41 1-41 1 1 1 14 c./ 4.00 • 852' 2 X882.2 (884.0) 0 co X882. I 552.2i I x88211 877 .8 X FOP 875.9 574.97 880.4X x875.20 0.• 4.1 878.G TRAFFIC FLOW X878.7 879.5 X X578.3 879.7 878,3 X 16 h. \17 co X877.5 -r 1 1 1 1 %d 1 x876,6 CBRFL 874.G8 874.34 >4874.66 7.00 8 .3" co co 2.00 882.3 0 X880.0 X879.9 DRAINAGE UTILITY EASEMENT X879.9 ADDRESS: 5717 CONTINENTAL DRIVE 6 g NVI SCALE : 1" = 20' Legal Description: PNGINEERING CONSULTING ENGINEERS, ROBE PLANNERS and LAND SURVEYORS COMPANY, INC. 874.66 wilimmess_ ammo EXISTING HOUSE MAIN FLOOR, 5.83 EXISTING CONDITIO IS AS-BUILT Sun /EY PROJECT NO, 15447.00 X893. I 45.6 889.18 592.9 PREPARED FOR: DONNAY HOMES 30 857.2 X585.4 X884. I 858.68 LOT AREA: I 7,793 SQ. FT EXISTING HOUSE AREA: 1,503 5Q. FT I I 591.3 FD IF 890.2 583.4 X X887.7 X886:0 S83 °4815"E + A55:15.366" 138.52 X882 20.00 X590.5 887.8+ PINE 30" 589.5 ,X590. I X889.7 884.4X X887 .9 X882.4 X881.4 X552.5 LOT 6 883.9 X 886.93 889.9 X 890.1 858.5 888.0 X590.5 890.6 582.8 X575.7 10.3 50.3 X882.2 858.2 CITY BENCHMARK: TNH STAUDER CIRCLE & CONTINENTAL DRIVE EL: 908.61 X881.5 / r. X579.5 890.4 MPL 24°+ 890.3 WALKOUT 852.59 co ••n CO I II I X552.1 EXISTING HOUSE MAIN FLOOR, 891.15 880.4X X889.3 X878.3 882.2 X578.3 889.4X 891.0 884.71 882.3 52.2 .; X586.7 3,9 GARAGE TUCK UNDER X877.5 GFLK 882.54342 X587.6 FOOL 43.4 882.3 ° . • 887.6 • • 4.4 • • 862..4 ."4 . a. • A; •• .,847'I .2 882.2 883.05 X 587.1 552.3 nnnn ., 856.7 1 II 0 882.93 CDFL 552.36 882.1 884.8 X856.7 884.9 a. 882. I 882.2 575.6 881.5 X876.6 877.8 X X882.7 t9‘ "Th .t.9 01 0° 11,7 004 579.47 ° - 4 4 X878.7 4 879 A A. a • . a X880.8 LOT 6, BLOCK 3, PARKWOOD KNOLLS 13TH ADDITI HENNEPIN COUNTY, MINNESOTA FD IF 97.35 S89°01'00"W rn CE5R.FL 874.68 579.77 875.3 0 77.90 874.97 875.78 I hereby certify that this is a true and correct representation of a tract as shown and described hereon. As prepared by me this 24TH day of APRIL, 2014. Minn. Reg. No. 19086 RUSSELL P. DAMLO- X874.34 576.25 877.05 NW^ < TRAFFIC FLOW N. BISCAYNE BOULEVARD x875.55 X 575.20 X877.20 1000 EAST 146th ST., STE. 240, BURNSVILLE, MN 55337 PH (952)432-3000 7