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TYPICAL LOT <br /> (NOT TO SCALE) <br /> :.;;! <br /> BOA - :,. _1870 00,..o—LO T CORNER ELEVATION H�. u $ s'r�_� <br /> 5 LOT NUMBER m y o5 , <br /> I DRAINAGE EASEMENT <br /> 1-- <br /> E v �oW <br /> I DRAINAGE ARROWS psq 3$^ <br /> _-------_----------_------- s7s LOT DIMENSION C. {, m <br /> �s.1 0 WALKOUT GRADE ELEVATION O g 'e1! <br /> lIF EVATICABIEI m <br /> e>s.>�-SPOT ELEVATION <br /> k Tus, --- MINIMUM BASEMENT FLOOR -.6i <br /> 2.72 I M� ELEVATION li o <br /> / I FRONT GRADE ELEVATION Ian E <br /> , <br /> e73.s• <br /> L. - -I e7..lo (GARAGE FLOOR) <br /> /Ps.. / DRIVEWAY <br /> '. ANDREW'S z / U <br /> SE. • <br /> SWO - SPLIT ENTRY. SPLIT WALKOUT Z N <br /> // <br /> GRADED FOR 3.5' DIFFERENCE FROM BASEMENT FLOOR ELEVATION <br /> TO FINISHED GRADE ELEVATION N M <br /> :EME TE RY / FB.FWO- FULL BASEMENT. FULL BASEMENT WALKOUTCO V <br /> GRADED FOR 7.5' DIFFERENCE FROM BASEMENT FLOOR ELEVATION F-- z z N) <br /> TO FINISHED GRADE ELEVATION Z .i MD <br /> / Q LLI(n s N <br /> MFB.SWO-MODIFIED FULL BASEMENT. SPLIT WALKOUT I-.- a TA <br /> GRADED FOR 3.5' DIFFERENCE FROM MINIMUM BASEMENT FLOOR <br /> ELEVATION TO WALKOUT FINISHED GRADE. THE GRADED DIFFERENCE -7 s <br /> >0 FROM MINIMUM BASEMENT FLOOR ELEVATION TO FRONT FINSIHED <br /> / GRADE VARIES FROM 5.0' TO 6.8'. THESE LOTS WILL REQUIRE THE <br /> Z Q 0 Q <br /> DIFFERENCE BETWEEN THE GARAGE FLOOR ELEVATION 6 THE FIRST o 2 m U <br /> FLOOR ELEVATION TO BE INCREASED BY 0.7' TO 2.5' OVER STANDARD ( ' Z <br /> / DESIGN TO ACCOMODATE A FULL BASEMENT HOUSE STYLE. Vco <br /> z Q Z Z <br /> / O ca-liii <br /> s� <br /> TYPICAL LOOP STREET CROSS SECTION -- 30' ROADWAY l2J G <br /> (NOT TO SCALE) Z H-_c N <br /> n. / = V3 1t1•D <br /> Q Jei / -__R/W-__ 0 I� <br /> 10' - 0' 15" - 00- _ IS - 0 HY - 0' e <br /> / Lg <br /> _..13 0 13 -Q I_, U b L <br /> TYPE D-412 CONCR TE CURB 6 GUTTER <br /> e a <br /> / �� w I 6' CROWN <br /> 14 _, <br /> 100. • <br /> / Y W' 21 PP.e -J-_-_. 100.00 .99.DJ 100.23 vl <br /> , 1:5 le <br /> L = —I-I/2- MN-DOT TYPE 41 BITUMINOUS WEAR COURSE <br /> / a 0 MN-DOT 2357 TACK COAT 8l <br /> 60 - 2 I/2' MN-DOT TYPE 31 BITUMINOUS BASE COURSE %q� <br /> 712 -'------ 4' MN-DOT 2211 CLASS V AGGREGATE -BASE L c€ <br /> U COMPACTED GRANULAR SUB-GRADE % ' <br /> W' I Y A <br /> rYfS ,- NOTE: ALL PLANT MIXED BITUMINOUS PAVEMENTS fib:= <br /> SHALL CONFORM TO Mn DOT 2331 SPECIFICATIONS s' 2 <br /> ALL BUTT JOINTS SHALL BE MILLED l•r <br /> on <br /> ACCORDING TO MnDOT 2232 PRIOR TO L=• - <br /> ' �`j-- PLACING BITUMINOUS WEAR COURSE i <br /> YiE <br /> RI00°0 0S TYPICAL ENTRANCE CROSS SECTION i te' 1 <br /> WwL )NOT TO SCALE) $PF a <br /> 0 ,I.,I_____ 19'_0_ 14 0_ _ yII 7-0'17-0' 14'-0' 9_ S� s <br /> .ti �/ so._ 4' t-II r-e- l o- a. 7-0' 1 w <br /> 100.75 � - -'_�-' <br /> .x.76 100. 100. 100.5 100.0 100.3. <br /> e <br /> 0 w 0 <br /> a-, 08.5 :-61' i d <br /> �O c I fl+Ms...- �aF CURB PV- & . o <br /> d <br /> r 1aTlXa c.e. R-616 <br /> /nIMIERi w>:ti'J6 CURB 8-616 1.1/2' MN-DOT TYPE 41 WEAR COURSE ' I CURB <br /> �- MN-DOT 2357 TACK COAT <br /> '•e • 2-1/2' MN-DOT TYPE 31 BASE COURSE <br /> EN �� 4' -MN-DOT 2211 CLASS V AGGREGATE BASE <br /> / 6 //^� COMPACTED GRANULAR SUB-GRADE <br /> NATERINIX V <br /> W414.- <br /> tKja I RI�-n Q <br /> I 9'�g°933 TYPICAL DRIVEWAY CROSS-SECTION - <br />• <br />• �� (NOT TO SCALE) <br /> CC <br /> J ¢ Z W <br /> EVE*. <br /> x Q m <br /> u�ERI Ado 75R.IJ !- J Q <br /> (x LL <br /> W <br /> O -- 1- Tn <br /> //')� • ROLLED 2' MN-DOT TYPE 41 WEAR COURSE C2 <br /> W BITUMINOUS 6' MN-DOT 2211 CLASS V AGRREGATE BASE ]C N W <br /> - CURB -COMPACTED GRANULAR SUB-GRADE <br /> GUJ )- of <br /> CC sT°o LL <br /> W <br /> O Q O <br /> Z = <br /> LLILU § <br /> � < _ < <br /> F- w I- <br /> • � <br /> et <br /> O 0 =` <br /> U d U w <br /> L'; <br /> 2 <br /> Mn0 50 100 <br /> X 1.1 1 1•Ii1 ,1TOTAL PARCEL o <br /> 747949 sq It <br /> a <br /> Graphics Scal. 17.171 acres. <br /> `a1 <br /> (in feet) <br /> TOWNHOUSE PARCEL N <br /> Q -DENOTES IRON MONUMENT 13.689 sq ft <br /> 13,889 acres. <br />