Loading...
HomeMy WebLinkAbout3211721430028-093020149 I 0.0 C.) Wife mesh opoional) iniorcement Engineering Fabric = FINISHED GARAGE FLOOR ELEVATION = BASEMENT FLOOR ELEVATION SILT FENCE MUST BE INSTALLED PRIOR TO DISTURBING VEGETATION . • ; ••::%; 6 Inch minimum IF 6 kich minimum Natural soli Median of runoff lbw Fabric anchorage trench bads/III with tamped natural soli Metal or post or stake 907.45 900A0 Malec DePondIng upon configuration. oath fabric to wire mesh with hog rings, steel poets with tie wires, or wood poets with stapes_ Figure 6.3-2: Typicat installation for sill Noce ADDRESS: 6120 RIDGEWAY ROAD BENCHMARK: TNH AT L5-B5 ELEV.=911.76 LOT AREA: 28,594 SQ. FT HOUSE AREA: 2,083 SQ. FT PORCH AREA: 34 SQ. FT PORCH AREA: 23 I SQ. FT PAVERS AREA: 541 SQ. FT DECK AREA: 340 SQ. FT (NA-ABOVE PAVERS) CONC WALK AREA : I 0 SQ. FT FRONT STEP AREA: 5 SQ. FT DRIVEWAY AREA : 1 I 53 SQ. FT IMPERVIOUS AREA: 4157 SQ. FT ( 14.5%) Cbc. Vs6 -15 Initial length -To front yard setback line after backfill 6" minimum thickness Temporary Rock Construction Exit 1112' to r washed rock ' Non-woven geotextile drainage 12 minimum fabric under X'685.8 •••• v WIRE PNCE Condition of Demolition/Moving (14 V 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 maximum - 10' on center. Enclose stockpiled soils with properly installed silt fencing. Property must be restored within sixty (60) 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 sixty (60) days attic- huildincr clerntslitinn/mnue DRAINAGE (v1 v Confirm property may be elo d r to demolition ko-14//10 A demo ion permit provides no Assurance of permitted future uses I 11.-/IN tjr umr-ACE ILT SURVEY \ rD RESAP 0 Os 0 q -> /0 0 899.8 904.5 904.4 J lv X904.7 g.- 904.6 4<, X 903.5 903.7 904.4 904.7 906.9 904. 04.0 905 --- 905.4 • .-5Ekv tt 4 Q OQQ I, 4.3 '050 •30 -43 5ANmry 905.8,4 /\• 900.1 \ 900.4 02 Sac \o..8 De. \ a 99.1 300, 899.2 '90 ‘'s9Qn X 0.0 899.4 7.9 X 899.6 1395.3 SCALE : 1" = 30' Legal Description: LOT 5, BLOCK 4, COUNTRYSIDE, HENNEPIN COUNTY, MINNESOTA. Failure to install the Construction Exit before disturbing the site soils and/or failure to maintain the Construction Exit will result in enforcement action by the City. - X890,? • • 0, N. X.898. I ..... 591.5 "•-• A.„ 9.8 \ 6^1, x1569 , 2. 1000 EAST 146th ST., STE. 240, BURNSVILLE, MN 55337 PH (952)432-3000 ,.130BE tNGINEERING COMPANY, INC. CONSULTING ENGINEERS, PLANNERS and LAND SURVEYORS DRAINAGE 4 UTILITY EASEMENT FID IF -- .558.9 . 897.4 89.3 596. ,11/ 7x k/ ,{5 X-8°4 3.\ cp• \-°c I / I - (. / /x55.2 / A / / .„,"‘ • s / . , 87 / .G \ , ••,‘ s,.., -1.- ,./ -.\ N. L T„. ' - N. , . /X \ \ /884.4 s \ I Cs \ , i ,5\ \ 1 / 1 1 1 1 e,\ 1 N. FD IP 6120 fli„oci/i//41-7 a/110 Pe 32-117- 2./- L/Y-O0A8 I hereby certify that this is a true and correct representation of a tract as shown and described hereon. As prepared by me this 9TH d.t . of SEP MB 2014. - - Minn. Reg. No. 19086 RUSSELL P. DAMLO 175.75 N90°00100"W . 906.0 1 el 1 111 L.. N./ 1 5. T7,;-14 ,,,T .-1-4 L. ..._n \ 9/0 2 910.3 2 ST poi.,1 ogl 4.03 i0UsE SEP 3 0 2014 PREPARED FOR: TIMBERLAND HOMES 000.0 DENOTES EXISTING ELEVATION (wog DENOTES PROPOSED ELEVATION INDICATES DIRECTION OF SURFACE DRAINAGE 907.45 = FINISHED GARAGE FLOOR ELEVATION = BASEMENT FLOOR ELEVATION 900A0 X904.7 3/0 2 7-9 ^ _5c 899.4 898.3 SCALE : 1" = 30' Legal Description: LOT 5, BLOCK 4, COUNTRYSIDE, HENNEPIN COUNTY, MINNESOTA. ENGINEERING CONSULTING ENGINEERS, ROBE PLANNERS and LAND SURVEYORS COMPANY, INC. 1000 EAST 146th ST., STE. 240, BURNSVILLE, MN 55337 PH (952)432-3000 DRAINAGE UTILITY EASEMENT L N. ix /884.4 .stz9 884.7 I II I, u-N 1-4 L." S. Il I X'685.8 e -CT NO. 15544.00 EXISTING CONDITIONS AS-BUILT SURVEY,\ 904.5 X 903.5 903.7 904.4 `.5 >6. (-1,3 0 OS -514, .... 904.7 • 904. 04.0 • 576, 30a • ."--ERV 4 7,5). io s (c... 04° Th• 04. 9 -CD 906.0 0)" 33 a04.30 905.43 SAWN 90.5.84 5 ADDRESS: 6120 RIDGEWAY ROAD BENCHMARK: TNH AT L5-85 ELEV.=911.76 LOT AREA : 28,594 SQ. FT HOUSE AKA: 2,083 SQ. FT PoRcri AREA: 34 SQ. FT POF<C11 AREA: 23 I SQ. FT PAVERS AREA: 541 SQ. FT DECK AREA: 340 SQ. FT (NA-ABOVE PAVER5) CONC WALK AREA: 1 1 0 SQ. FT FRONT STEP AREA: 5 SQ. FT DRIVEWAY AREA: 1 1 53 SQ. FT IMPERVIOUS AREA: 41 57 SQ. FT ( 14.5%) N /5. 904.4 7 R 905.4 7 905.4 X905.9 "N ‘9-05 0 896.7x / A srb rtr orl, „RD p-,-) rb / \ 856;$3 / \ \ N \ 41... 'N 8.9.3 N-• / \ r \ ... N \-\ ‘,.., \ \ 900.44-' 899.8 ... /(,?ke N 3°O.. )(899.2 -2 0 X898.1 to( •r7 6. 'IS -4b 9Q-4.0 \80 agt.,st. 061, rt, 906.9 IPPLIa I - GE \ \ 90 .5' cr) 9 I 0.0 0) Li,/ • tk; \ f; 18r pLR 914. 08 EX1snivc ILIOU5E- 910.3 904.6 N. 885.2 87.6 X890,? *5, X888.3 ' '."`• 9.8 \ \ \ I e -I- I III - .0 I .2. N. X888 .4 888.3 X888.8 I r 888'.9 ./L0 X , WIRE 7NCE y111n .Y- 175.75 N90°00'00"W 64EXAJ C0/3,- I hereby certify that this is a true and correct representation of a tract as shown and described hereon. As prepared by me this 9TH d of SEP MB/, 2014. - Minn. Reg. No. 19086 898.6 RUSSELL P. DAMLO