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Qa5 � <br />1� <br />EXISTING STONE <br />AND CONCRETE <br />RETAINING WALLS c <br />✓ <br />os, 05� <br />✓ f OAF, ���i-�'� <br />0, <br />i 01 <br />�. <br />S' 4 <br />P va6$ <br />� �` f <br />��` <br />REM0V <br />t , QPM 1 01 <br />0 <br />,` L V <br />5� 1 <br />g,La. <br />i <br />�t <br />t <br />i <br />1 <br />4 <br />�g6g. <br />d1g <br />0 <br />0 <br />REMOVE ASPHALT DRIVE AND 2 EXIST. <br />X06 <br />RET WALLS TO LOT LINE AS SHOWN <br />g6,�� <br />SALVAGE REMOVED WALLS AND <br />10500 <br />REALIGN TO CAP / END AS REQ. <br />X(998.0) <br />PROPOSED <br />= <br />GRADE SWALE TO DIRECT SURFACE <br />""' <br />DRAINAGE AWAY FROM ADJACENT <br />DRIVE <br />PATIO WALLS. STABILIZE SWALE <br />605) , <br />SLOPES WITH MARIFI FABRIC. <br />,- <br />'x9 2.a * , �' <br />APPROX. 6 FEET X 40 FEET. <br />MgER <br />(VERIFY) <br />SF <br />DE TA IL <br />MOVE EXISTING <br />1" = 10` <br />IBER RET WALLS <br />EXISTING ENCROACHING <br />SF <br />PATIO = 540 SF <br />OF LOT <br />DRIVES= 230 SF <br />Q.L <br />TOTAL =770 SF <br />0 <br />230SF TO BE REMOVED <br />� <br />F• <br />24800 SF <br />f <br />l <br />= 7440 <br />SFHCA <br />0-75 AREA = 7500 SF <br />EXISTING <br />CONIC PATIO = 150 SF/2.0% <br />PROPOSED <br />OSF 09' <br />REDUCTION = 150 SF <br />HARDCOVER <br />75 — 250 AREA = 17500 SF <br />X 25% = 4375 SFHCA <br />EXISTING <br />10846 SF/62% <br />PROPOSED <br />HOUSE = 3127 SF <br />FPORCH = 144 SF <br />DECKS = 466 SF <br />DRIVE = 10 SF <br />WALK = 65 SF <br />CSTPS = 58 SF <br />TOTAL = 3870 SF <br />(22.1% OF LOT AREA) <br />>500SF <br />NET REDUCTION = 6976 SF <br />TOTAL HC REDUCTION = 8426 SF <br />250 + <br />AREA = <br />24800 SF <br />X30% <br />= 7440 <br />SFHCA <br />EXISTING <br />IN FEET <br />10500 <br />SF/41% <br />X(998.0) <br />PROPOSED <br />= <br />HOUSE <br />= 535 <br />SF <br />DRIVE <br />= 3620 <br />SF <br />WALK <br />= 35 <br />SF <br />STEPS <br />= 40 <br />SF <br />TENNIS <br />CT. = 4970 <br />SF <br />TOTAL <br />= 9200 <br />SF <br />(37% <br />OF LOT <br />AREA) <br />Q.L <br /><1760 <br />0 <br />NET REDUCTION = 1,300 SF <br />PROPOSED ELEVATIONS <br />GARAGE FLOOR= 962.3 <br />TOP OF FOUNDATION = 959.3 <br />UNDER GARAGE FLOOR = 952.0 <br />LOWEST FLOOR=950.5 <br />SOD ALL SURFACE GRADED AREAS <br />City of Orono <br />Planning,sPlan Review <br />Site Plan Review Data: 5—/t q10 � <br />APPROVED <br />E3 APPROVED WITH REVISIOt <br />0 DENIED //-- <br />Staff: .�r..�. <br />0 <br />20 40 60 <br />-jV) <br />L-1 <br />0 <br />SCALE <br />IN FEET <br />I <br />Zi �CL CLd- <br />EXISTING SPOT ELEVATION. <br />X(998.0) <br />= PROPOSED SPOT ELEVATION <br />= <br />DIRECTION SURFACE DRAINAGE <br />COH = <br />CANTILEVERED OVERHANG <br />OHL = <br />OVERHEAD UTILITY LINE <br />GFE = <br />GARAGE FLOOR ELEVATION <br />TFE = <br />TOP OF FOUNDATION ELEVATION <br />LFE = <br />LOWEST FLOOR ELEVATION <br />LEGAL DESCRIPTION <br />LOT 2, BLOCK 1, COLORADO SPRINGS <br />ADDRESS — 3127 CASCO CIRCLE <br />PID#20-1 17-23-34-0022 <br />LOT AREA = 49900 SF/ 1.14 AC <br />HOUSE, PORCH, DECKS SF = 4272 / S.fi% LOT <br />SURVEY IS SUBJECT TO- CHANGE PER <br />TITLE OR EASEMENT INFORMATION <br />VERIFY ALL DIMENSIONS AND <br />ELEVATIONS WITH HOUSE PLANS <br />VERIFY ALL SETBACKS WITH CITY <br />Q <br />a> <br />-jV) <br />L-1 <br />0 <br />Fyr--, <br />Q4zW <br />I <br />Zi �CL CLd- <br />I - IN <br />Itr)Ln <br />LD LSI (7) <br />1 <br />cj� <br />C� <br />WC) <br />o <br />z; <br />� o <br />(l� <br />ocz <br />J <br />Q.L <br />0 <br />_= <br />W ^ <br />W <br />W <br />a <br />a- <br />0- �Q <br />)L -, <br />Z a <br />F� <br />00 <br />N4>w <br />30zzV <br />Y <br />m <br />W <br />d <br />00 O� <br />00 N <br />W�pti O <br />v a J 0 `D <br />N <br />NN W Q Z <br />svt,:.�N <br />N <br />U <br />i}mow <br />~Mr0 w <br />06 <br />N <br />O <br />L a : 3 <br />ra-ooQ it <br />Z <br />U <br />LLI <br />: <br />zi=- <br />VZ<J <br />=�W U <br />W <br />L <br />O <br />l <br />a <br />a <br />o <br />V) <br />> <br />� <br />W <br />wM~� z <br />w =>-7:< <br />_m z w <br />3 / z 7 daj cv Gc.---, <br />