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u <br />EXISTING <br />o,\ 13*u REMOVE ASPHALT DRIVE <br />AND 2 EXIST. RET WALLSVARIES <br />EXISTING STONE d' R�Mo\foy�'� TO LOT LINE AS SHOWN WALLS( <br />) <br />AND CONCRETE 'f ,,..� <br />RETAINING WALLS �o GRADE SWALE TO DIRECT SURFACE <br />-- 0 DRAINAGE AWAY FROM <br />/0ADJACENT PATIO WALLS <br />GRADE AREA NORTH OF DRIVE <br />TO DIRECT DRAINAGE TO DRVVf <br />QPM\t� X\g <br />y� 4 / ,_ AS MUCH AS POSSIBLE <br />1 <br />"5P <br />D� �A /L G� CONSTRUCT DRIVE WITH 2.5� <br />° t P ° CROSS `LOPE TO SOUTH <br />10, OQ� �o��' (SOUTH SEDGE 0.3 LOWS �� v <br />,` ��_ rte✓ - — REMOVE EXISTING OPS THAN NO TH EDGE)°�� © o <br />TIMBER RET WALLS EXISTING ENCROACHING <br />• _T ._✓ a� <br />/ ( Ln PATIO = 540 SF 6_• ' �_ `'. DRAINAGE AREA T NORTH <br /><0 DRIVES= 230 SF EXISTING `= 1 00 SF - <br />TOTAL =770 SF ` f PROPOSEO 1360 SF <br />230SF TO BE REMOVED X ' <br />° I R� k° g , �tiQ 9� 3 p r u <br />x.48 ��� <br />X\-Cl 007".. W2 (JA <br />ac0 Q ��6� <br />J '� <br />g' C�°' �'• oro' abs,�� ���� <br />EXISTING g,�.J l �u Q �, @��o - ti1f� �G� O <br />t HOUSE . <br />c�)` 1� gjS�N C.sl :D <br />\ p0- , 0� <br />cr <br />`„OGJ .` '_ ;°A%I �lX'' •S O 00�'f ' \� ��.r tf• !`/ T _. <br />�� \ ' °'� I ` 1, � .EAs�nn �g �` � , > ; • h .5. � j / 9 cg <br />w,•.' f' <br />t I aP`%? < �4>�0 _ c\,• i ��� 96� ” l — 2 , °✓ g ` ` N 8 _ / , ��/ , o� _..._ <br />q <br />O 1� <br />t t / ' \ °Pjti" °,�1 • 4j`L pp <br />y•O°{' �° <�� O A �' r'i ' 0 <br />ol <br />`8 ` !''Q0 �, o'ics1 GF `;. �j1 l I �' -� G f Q t <br />EC�( . `i. g I1 <br />; �� o C3 Ao `1 Q�G r a. <br />� <br />XIST <br />0 <br />rco <br />p C. <br />O c9 <br />Y� p U'; <br />oF` 2 1; �g� L OL i N 39 ,i` <br />4 , SAN M ; ` 1 c cr 9 <br />TR=942.5 <br />;— tom, <br />' t O !�VG �.0� (P! Aai <br />r <br />Z Q 1CS ° <br />Z, � \\ ` d, \\ \tq <br />D > S <br />S S, <br />L� EXISTING <br />HOUSE <br />o-�UtiNN <br />�(y 9 ' <br />Tv <br />c <br />v <br />j � �� •-4795 � I <br />N 6f 7 °07 ' z: <br />B"NCHMA>K <br />TOP\ IRON PIPE <br />E L E V 958:,6 { <br />0 20 40 60 <br />s \ <br />y SCALE IN FEET <br />X9925 = EXISTING SPOT ELEVATION. <br />X(998.0)= PROPOSED SPOT ELEVATION <br />PROPOSED ELEVATIONS = DIRECTION SURFACE DRAINAGE <br />GARAGE FLOOR= 962.3 X60.3 <br />TOP OF FOUNDATION = 959.3 959.6 COH = CANTILEVERED OVERHANG <br />UNDER GARAGE FLOOR = 952.0 X52.0 OHL = OVERHEAD UTILITY LINE <br />LOWEST FLOOR=950.5 950.5 GFE = GARAGE FLOOR ELEVATION <br />i <br />! 949.5 MEDIA <br />SOD ALL SURFACE GRADED AREAS <br />j ? <br />24800 SF <br />f <br />HARDCOVER <br />0-75 AREA = 7500 SF <br />75 — 250 AREA = 17500 SF <br />10500 SF/41% <br />X 25% = 4375 SFHCA <br />EXISTING <br />EXISTING <br />CONC PATIO = 150 SF/2.0% <br />10846 SF/62% <br />PROPOSED <br />PROPOSED <br />OSF 07 <br />HOUSE = 3127 SF <br />STEPS = 40 <br />FPORCH = 144 SF <br />REDUCTION = 150 SF <br />DECKS = 466 SF <br />TOTAL = 9200 <br />DRIVE = 10 SF <br />(37% OF LOT <br />WALK = 65 SF <br /><1760 <br />CSTPS = 58 SF <br />I�LLj <br />TOTAL = 3870 SIF <br />o <br />(22.1% OF LOT AREA) <br />>500SF <br />NET REDUCTION = 6976 SF <br />0 <br />TOTAL HC REDUCTION = 8426 SF <br />250 + AREA = <br />24800 SF <br />X30% = 7440 <br />SFHCA <br />EXISTING <br />Lo <br />'tLf) o <br />10500 SF/41% <br />LLJ 0 <br />z Of <br />PROPOSED <br />0) <br />Boz I <br />��o� <br />HOUSE = 535 <br />SF <br />DRIVE = 3620 <br />SF <br />WALK = 35 <br />SF <br />STEPS = 40 <br />SF <br />TENNIS CT. = 4970 <br />SF <br />TOTAL = 9200 <br />SF <br />(37% OF LOT <br />AREA) <br /><1760 <br />Q <br />NET REDUCTION = 1300 SF <br />TFE = TOP OF FOUNDATION ELEVATION <br />LFE = LOWEST FLOOR ELEVATION <br />LEGAL DESCRIPTION <br />LOT 2, BLOCK 1, COLORADO SPRINGS <br />ADDRESS — 3127 CASCO CIRCLE <br />PID#20-117-23-34-0022 <br />LOT AREA = 49900 SF/ 1.14 AC <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 />_J <br />mo <br />Q z <br />z0 <br />on <br />H <br />QM <br />ooa� <br />o0Jw <br />I1_XQ <br />�CQ� <br />poOD03 <br />000Qo <br />o02�� <br />" v7 M <br />W j» <br />Q�=ly- Q� <br />0 <br />t7 > <br />� 7 <br />—j cnw <br />'tet <br />�� <br />Lo <br />'tLf) o <br />Uva`_ <br />LLJ 0 <br />z Of <br />f <br />LL_ 0- <br />0) <br />Boz I <br />��o� <br />cflw� <br />U <br />Q C) <br />(n <br />u) <br />V <br />Q <br />Q <br />I�LLj <br />�3 <br />o <br />0 <br />0 <br />z= <br />0 <br />W <br />a <br />Qo <br />W� <br />a <br />��oa <br />a>� <br />0 0 0 <br />_INg <br />cgz�z <br />o <br />o� <br />N <br />N <br />>Lxa s <br />to va d <br />N F <br />ILoW- <br />o <br />O= <br />N <br />= <br />ao <br />o0 <br />CV <br />0�8. <br />L),- X� c <br />, <br />V <br />z <br />z � <br />O <br />a <br />m� <br />O <br />a <br />� <br />o <br />> <br />w <br />W�Qa <br />s�=-z E <br />J <br />