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Home My WebLink About1902824420097-09182013SCALE 1" 896.60 96.90 TGN. 8?8.06 TC „. . . . . , .. , ..... . .•.•,•,..• • • • • • • • ,•n •••• ••• • • • • • ••••••.••••• • • • • • ' • •• • ROBE CONSULTING ENGINIUERS, PLANNERS and LAND SURVEYORS ENGINEERING COMPANY, INC. FIELDSTONE FAMILY HOMES, INC PROJECT NO. 14629.00 1000 EAST 146th ST., STE. 240, BURNSVILLE, MN 55337 PH (952)432-3000 CERTIFICATE OF SURVEY Legal Description: LOT 24, BLOCK 13, FAIRFAX, HENNEPIN COUNTY, MINNESOTA 000.0 DENOTES EXISTING ELEVATION (898.2) DENOTES PROPOSED ELEVATION INDICATES DIRECTION OF SURFACE DRAINAGE (898 53) = FINISHED GARAGE FLOOR ELEVATION (898.86) = TOP OF FOUNDATION ELEVATION (889,86) = BASEMENT FLOOR ELEVATION (699,19) = FIRST FLOOR ELEVATION OF PROPOSED HOUSE = 30' 898.19 = FIRST FLOOR ELEVATION OF ORIGINAL EXISTING HOUSE LOT AREA: 6234 SQ.FT. HOUSE AREA: 1,599 SQ.FT. DRIVEWAY AREA: 445 SQ.FT. PORCH AREA: 77 SQ.FT. NOTE: 39 SQ. FT. OF PORCH ENCROACHES SETBACK. ADDRESS: 5901 WOODDALE AVENUE \)11 I 173 9L Lift oo IC) 897.8 9 EXIST. GARAGE 897.7 896.8 8 34.72 BUILDING DEPARTMENT SEP 11_, 201'3, CITY OF EDINA REVISED 9-06-13: LOWER PROPOSED GRADES AT REAR OF HOUSE AND GARAGE, ADD DRAINTILE CLEAN OUT LOCATION AND CONNECTION RECOMMENDATION. I hereby certify that this is a true and correct representation of a tract as shown and described hereon. As prepared by me this 23RD day of APRIL , 2013. RUSSELL P. DAMLO 894.84 TC 895.28 MH 0_ 2 01 .0 Mci• WOODDALE AVENUE 33, g Iujoc) c! CI a_ EFnz moo p oo- LLID 0 Mtn --I 85.56 TO 9 /2_0_5_4W cr. 896.3 i5V2 00c2, - 0 r :• 0)Z xB9 5.31 59TH STREET WEST 98.00 0 ILOT 9 896:75.48 2.30 23.33 8. 22.50 34 72 897,6 N 2 PROPOSED KS c\I -5 st771 HOUSE 10 • 45.83 89 a 1.5,00„.---- II35,15,9..... chumbi can= t WiLl • ^w 32.35 it A--- I EAST 897.0 2 4897,7 38/.33 898.2 X1.95 897 5 6:9 85.70 TO 895.94 TC 896.2,2 ROCK CONST. Elf!'. SILT FENCE v897. 0 ,S8854.1 1"E 1-3272 9 (-V1- -..-x ) 896.9 FFE=898.04 EXISTING HOUSE 18.5 GAR. 0 STEP AND EXPOSE F.4 FOUNDA110 897.5) • 22.00 897.0 FEN CE 898 2) 22.00 897,e97'0 M: 90 0 co: z 1\5.00 !%11.2, 896.9 _ 89 37.00 inn. Reg. No. 19086 6-fa/ woo,004-te /23 o 2:5 • 2.,t 42..eoq7 SCALE : 1" = 20' Legal Description: LOT 24, BLOCK 13, FAIRFAX, HENNEPIN COUNTY, MINNESOTA. pNGIN ENGINEERING EERING COMPANY, INC. 1000 EAST 146th ST., STE 240, BURNSVILLE, MN 55337 PH (952)432-3000 CONSULTING ENGINEERS, PLANNERS and LAND SURVEYORS 2. Final grading on the lot shall minimize concentrated flow . final drainage patterns shown are similar to the existing conditions of the lot. The north and west yards will drain to the street while the southeast area of the lot will drain as it does now onto Lot 23 REVISED 9-06-13: LOWER PROPOSED GRADES AT REAR OF HOUSE AND GARAGE, ADD DRAINTILE CLEAN OUT LOCATION AND CONNECTION RECOMMENDATION. 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 Minnes to. Date 9 Reg. No. 3ig-0 , (898.53) , 22.00 GAR. 0 STEP AND EXPOSE c7; FOUNDATION. PROJECT NO. 14926.01 STORMWATER & EROSION CONTROL PLAN 8 t5orrt..„„c,, c ADDRESS: 5901 WOODDALE AVENUE BENCHMARK: TNH, NE QUADRANT OF 61ST ST. & OAK LAWN AVE. ELEVATION = 892.07 PREPARED FOR: FIELDSTONE FAMILY HOMES DENOTES EXISTING ELEVATION DENOTES PROPOSED ELEVATION INDICATES DIRECTION OF SURFACE DRAINAGE 895.28 = MAIN FLOOR ELEVATION (EXISTING ORIGINAL HOUSE) = FINISHED GARAGE FLOOR ELEVATION = TOP OF FOUNDATION ELEVATION = BASEMENT FLOOR ELEVATION- c, ,0,9).--) op LLJ LiJ Lii < 4 0 X° 0 0 MH 0_ < -,i- 0) .0 8 Y 895. ..)7 ..)Vi'95.20 StAAI- ..:1 (=_---- 896.3 cr) ' :( a a • , LL- rt‘ 4 sER,v EDI' •I 895.2 \ • •4,.I I-u cri 2 t:., 1 10 igt:1 .,: -apm 00 -,0..:.•1 poo i .., •,, • 006 I0 ,.&.. z 1- • A G) d- 'Ai m P1 4 ., . :-., 1 (030) 00 • I 33' I II PROPOSED: SEDIMENT EROSION CONTROL CONTACT fIELDSTONE FAMILY HOMES - DAVE YOUNG 952-469-8800 17645 Juniper Path, Suite 135 Lakeville, Minnesota 55044 C.O. DRAINTILE )p95.31 0 .Lu z z,n <zo_ 0 LA (7.) D 0 Ct <LU 0 wcQz 0 0 < C.) D Lt Li 59TH STREET WEST N-> 5.56 TC 45.70 IC 895.94 TC 896.2k1 896.60 896.90 -T6 - --- --ROCK CONST. ENT. SILT FENCE _S88°54' 1 1"E v897.0 r I 895.8,. 896.75.48 34.72 °..." L E- 97.7 \ -7 248 mm 17 9 3 8.33 (898.2 X 1 . 9 5 aoR 34172 897.6 89.5 k397.5 897.0 - - co PROPOSED 1'6 C\I HOUSE 45.83 )if3 22.o0/ ,5,59 _ - L 0 M E-A-S - 23.33 I , 32.35 MEAS4 FENCE 897.0 EAST - I 0 22.50 0 2.30 42 0 0 (\I 898 r7 897 897. 896.8 " CD\ 37.0c 2) rx.„ 097.0 2)9.90 LI 5) 0 1\5.0 8917.1 .896.9 EXIST. - PPI GARAGE 897.7 897.7 98.00 - (9 , Ac? 8.06 NNTC 0 0 0 CITY OF EDINA G. Dust control is 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) 64 I -4532 8. Street cleaning shall occur daily or as needed. STORM WATER This Stormwater Management Man (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. , I . 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 the height of the sediment and erosion control device. 887.0 (887.7) 898. I 9 (898.53) (898.86) (889,86) LOT AREA: 6,234 SQ.FT. HOUSE AREA: 1,599 SQ.FT. PORCH AREA: 77 SQ.FT. TOTAL AREA: 1,676 SQ.FT. PERCENTAGE --= 26.9% EXISTING: LOT AREA: 6,670 SQ.FT. HOUSE AREA: 995 SQ.FT. GARAGE AREA: 0 SQ.FT. TOTAL AREA: 995 SQ.FT. PERCENTAGE = 14.9% 896 9 t__ , 1 I -X • FFE-898.04 EXISTING HOUSE 897.8 SEDIMENT * EROSION CONTROL NOTES I . All exposed soil areas, including temporary stockpiles, must be stabilized as soon as possible but in no case later than 1 4 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 within24 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 1- the need for removal. Permitee shall conduct a visual inspection to determine which inlets need protection. IF LAMM gradient sec:Inca practices are overloaded, additional up gradient erosion control practices will be installed to reduce loading.