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HomeMy WebLinkAbout2009 Foundation As-Builtu EXISTING o,\ 13*u REMOVE ASPHALT DRIVE AND 2 EXIST. RET WALLSVARIES EXISTING STONE d' R�Mo\foy�'� TO LOT LINE AS SHOWN WALLS( ) AND CONCRETE 'f ,,..� RETAINING WALLS �o GRADE SWALE TO DIRECT SURFACE -- 0 DRAINAGE AWAY FROM /0ADJACENT PATIO WALLS GRADE AREA NORTH OF DRIVE TO DIRECT DRAINAGE TO DRVVf QPM\t� X\g y� 4 / ,_ AS MUCH AS POSSIBLE 1 "5P D� �A /L G� CONSTRUCT DRIVE WITH 2.5� ° t P ° CROSS `LOPE TO SOUTH 10, OQ� �o��' (SOUTH SEDGE 0.3 LOWS �� v ,` ��_ rte✓ - — REMOVE EXISTING OPS THAN NO TH EDGE)°�� © o TIMBER RET WALLS EXISTING ENCROACHING • _T ._✓ a� / ( Ln PATIO = 540 SF 6_• ' �_ `'. DRAINAGE AREA T NORTH <0 DRIVES= 230 SF EXISTING `= 1 00 SF - TOTAL =770 SF ` f PROPOSEO 1360 SF 230SF TO BE REMOVED X ' ° I R� k° g , �tiQ 9� 3 p r u x.48 ��� X\-Cl 007".. W2 (JA ac0 Q ��6� J '� g' C�°' �'• oro' abs,�� ���� EXISTING g,�.J l �u Q �, @��o - ti1f� �G� O t HOUSE . c�)` 1� gjS�N C.sl :D \ p0- , 0� cr `„OGJ .` '_ ;°A%I �lX'' •S O 00�'f ' \� ��.r tf• !`/ T _. �� \ ' °'� I ` 1, � .EAs�nn �g �` � , > ; • h .5. � j / 9 cg w,•.' f' t I aP`%? < �4>�0 _ c\,• i ��� 96� ” l — 2 , °✓ g ` ` N 8 _ / , ��/ , o� _..._ q O 1� t t / ' \ °Pjti" °,�1 • 4j`L pp y•O°{' �° <�� O A �' r'i ' 0 ol `8 ` !''Q0 �, o'ics1 GF `;. �j1 l I �' -� G f Q t EC�( . `i. g I1 ; �� o C3 Ao `1 Q�G r a. � XIST 0 rco p C. O c9 Y� p U'; oF` 2 1; �g� L OL i N 39 ,i` 4 , SAN M ; ` 1 c cr 9 TR=942.5 ;— tom, ' t O !�VG �.0� (P! Aai r Z Q 1CS ° Z, � \\ ` d, \\ \tq D > S S S, L� EXISTING HOUSE o-�UtiNN �(y 9 ' Tv c v j � �� •-4795 � I N 6f 7 °07 ' z: B"NCHMA>K TOP\ IRON PIPE E L E V 958:,6 { 0 20 40 60 s \ y SCALE IN FEET X9925 = EXISTING SPOT ELEVATION. X(998.0)= PROPOSED SPOT ELEVATION PROPOSED ELEVATIONS = DIRECTION SURFACE DRAINAGE GARAGE FLOOR= 962.3 X60.3 TOP OF FOUNDATION = 959.3 959.6 COH = CANTILEVERED OVERHANG UNDER GARAGE FLOOR = 952.0 X52.0 OHL = OVERHEAD UTILITY LINE LOWEST FLOOR=950.5 950.5 GFE = GARAGE FLOOR ELEVATION i ! 949.5 MEDIA SOD ALL SURFACE GRADED AREAS j ? 24800 SF f HARDCOVER 0-75 AREA = 7500 SF 75 — 250 AREA = 17500 SF 10500 SF/41% X 25% = 4375 SFHCA EXISTING EXISTING CONC PATIO = 150 SF/2.0% 10846 SF/62% PROPOSED PROPOSED OSF 07 HOUSE = 3127 SF STEPS = 40 FPORCH = 144 SF REDUCTION = 150 SF DECKS = 466 SF TOTAL = 9200 DRIVE = 10 SF (37% OF LOT WALK = 65 SF <1760 CSTPS = 58 SF I�LLj TOTAL = 3870 SIF o (22.1% OF LOT AREA) >500SF NET REDUCTION = 6976 SF 0 TOTAL HC REDUCTION = 8426 SF 250 + AREA = 24800 SF X30% = 7440 SFHCA EXISTING Lo 'tLf) o 10500 SF/41% LLJ 0 z Of PROPOSED 0) Boz I ��o� HOUSE = 535 SF DRIVE = 3620 SF WALK = 35 SF STEPS = 40 SF TENNIS CT. = 4970 SF TOTAL = 9200 SF (37% OF LOT AREA) <1760 Q NET REDUCTION = 1300 SF TFE = TOP OF FOUNDATION ELEVATION LFE = LOWEST FLOOR ELEVATION LEGAL DESCRIPTION LOT 2, BLOCK 1, COLORADO SPRINGS ADDRESS — 3127 CASCO CIRCLE PID#20-117-23-34-0022 LOT AREA = 49900 SF/ 1.14 AC SURVEY IS SUBJECT TO CHANGE PER TITLE OR EASEMENT INFORMATION VERIFY ALL DIMENSIONS AND ELEVATIONS WITH HOUSE PLANS VERIFY ALL SETBACKS WITH CITY _J mo Q z z0 on H QM ooa� o0Jw I1_XQ �CQ� poOD03 000Qo o02�� " v7 M W j» Q�=ly- Q� 0 t7 > � 7 —j cnw 'tet �� Lo 'tLf) o Uva`_ LLJ 0 z Of f LL_ 0- 0) Boz I ��o� cflw� U Q C) (n u) V Q Q I�LLj �3 o 0 0 z= 0 W a Qo W� a ��oa a>� 0 0 0 _INg cgz�z o o� N N >Lxa s to va d N F ILoW- o O= N = ao o0 CV 0�8. L),- X� c , V z z � O a m� O a � o > w W�Qa s�=-z E J