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HomeMy WebLinkAboutB07-0071 PlansFOUND PIN � PLAS. GAP � L.S. N0. ILLEGIBLE --�,\ � o� � � \ �� \, � 1 6" � ° � ` '`. � T12,4GT ,� � / 1 1 ,� / I &�� � \ �`" / Q�,'�jC� , �� r �,, _.--- -- s , ---- -- -°° __--- 5� �L�. --- ____. � EXISTING GAS METER TO REMAIN EXISTING BOULDERS TO REMAIN EXISTING GAS LINE T4 REMA(N (SEE GEN. GONST. NOTE N0. 6) EXISTING DEGK WALKWAY AND WINDOW TO SLAB WELL TO BE REMOVED �� I �aT 1 NG TW4- 5TC>RY WC?Ql� �R�ME MAIN LVL T.O. FIN. FLOOR = 8113."1' LOWER LVL T.O. SLAB = 8104.x' � �; `� � �j� � � SA�D� ET �� RELOGAT`ED / i /I� � � Q' , EXISTING HOT TUB --- -- -- ----�� � � / � �- � � PAVER PATIO GONGRETE �``-� � � ,.:TOP �`; W,4LKWAY - -� � ,, r 13.3' TOP ' �' TOP 13.6' ��' � � � TOW 13.3' � � � � � � � 1�.6' BOW PROPOSED / HEATED � �� 1� � ° �` HOT , � � 10.8' � SAND -SET �� � � °, TUB <� '�-- ---` "- � TOW PAVER RAMP - p � 0 10.8 �' `\ � ° _ �' 08 BOW _ �` � � � � 08.3' � l � BOW _ TOP 10.4' cQCS, A � � e TOP � BOW � 4.�� � 04.�i' ��' � \ � 1 � �� y� °� � n.� v�.�' � ,� Tas \ �. / � �� a8 � � o4.a' TOW � � TOW 8.7 � rYl` N � . � � �� BOW _---- ., � � ���� � � � CP � �`' �, �. ��'�'G �.., � � 4 �i O� � �, ,� �`�`~�` � `'' �""' .... „� �@� _TOW ,�'t� � ��� �� � '�, � \ C ,� � ,,� 10.2' ��, �,��"�'' __--- / /f � � � _ , 0.256 AG. \ �`� � ~ � ` p ��j �., l0 1 �"/ � _�__ O s_ \ r Ol �`� ,,� � \ `r� `� / / �� � �� --� FOUND PIN � PLAS. GAP � � �.���` �..� �, ,,� � �C / ,/ /�— B' R4GK �� _ _ � �,,_ L.S. NO. 26626 ,_ ,. , ,. � � �.� � � / � / � I � ,� \ ��. \. q� , � S�`�.,, �. � ��� � _ �- ____ _` --- --` -- &cos �-- _` �. —"°` ti 9` �,,` \ . jX _� ~ °-,e_ �`` `` 02 � �,� � -�.. � `'- of FOUND PIN � PLAS. GAP L,S. N0. 266.26 _ _. __.._ _ ____� - -_ __ __._ __�______ -- ----- .____ _____ � � � - -aa TRP�GT ,� ,.,, -- -__ -�._ __ __ ____ ___ q8 ~_ - -- ___. _ ____. - -- -.—_ _— __ �7 13.6' J.' // �'l � /,� rr �G � \, � � � GONGRETE �� DRIVEW,4Y -.3 �G 1 s� Y �� F l� f . �_ ! _ ��\� /6" 4" TOW i { .�i' °.-_. k /� v`�` � � GAP ON PROPOSED INTERLOCKING GONGRI�:�TE BLOCK RETAINING WAL `_ - -- BOTTOM OF WALL "� -- LIMIT OF DISTURBANCE LINE L © T � � �� t� � � �l U / ����`� WATER VALVE `� `°- ti FOUND PIN � PLAS. GAP L,S. NO. 26626 NE MEADOW RiDG� RD' �� ���� SCALE: !" = "O' CRAP 1-IIC SALE 10 fl 5 t0 20 40 ( :N FEET } 1 ine:�. = 10 ft. c,� TELEPHONE PEDESTAL - /� f l _,.- -- / f / / � � � // � f / 4 .. r f 4" / ,/ `�- � 4" f RELOGAT`ED ROGKS FOUND PIN � PLAS. GAP L.S. N ©. 26626 �U � i , �.-- �1 \� --' Q MH 084 /� RIM ELEV. = 8115.33` � L = 35.83' R— 5C1, DD' 4= 4 � °03'3" CB= S28 °24 '46 "E G'N= 3,5.07 \\ LOT -14 DAUPHINAIS MOSLEY SUBDIVISION FiLiNG N0. I .,IUNiPERUS GOMMUi`�tl�a f � �:-��[_ � '" • __ �XT�i�IC�R L ICaHT �IXTUR.� ��Y �� ._____ WALL MOUNTED LIGHT TO M,4TGH EXISTING (i) NOTES; I.) THE SURVEY DATA AND EXISTING TOPOGRI�PHY INFORMATION WAS TAKEN FROM /� DRAWING TITLED: PARTIAL TOPOGRAPHICAL MAP LOT 14 Df�UPHIN/ -�I�a - M05FLEY SUBDItl1510N - i�1LINC� N0.1 TOWN OF VAIL, EAGLE COUNTY COLORADO PREPARED (STAMPED � SIGNED) BY 4NTER- MOUNTAIN ENG #NEERING LTD. PRO..IEGT ��8�-01305 2.) VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO THE START OF EXGAVAT(ON. _.__. _.___ .__..__ _____ Sr'2� ___.. _.� _. _ LION'S RIDGE LOOP �� PROPOSED CONTOUR � l / rn j` NE MEADOW RiDG� RD' �� ���� SCALE: !" = "O' CRAP 1-IIC SALE 10 fl 5 t0 20 40 ( :N FEET } 1 ine:�. = 10 ft. c,� TELEPHONE PEDESTAL - /� f l _,.- -- / f / / � � � // � f / 4 .. r f 4" / ,/ `�- � 4" f RELOGAT`ED ROGKS FOUND PIN � PLAS. GAP L.S. N ©. 26626 �U � i , �.-- �1 \� --' Q MH 084 /� RIM ELEV. = 8115.33` � L = 35.83' R— 5C1, DD' 4= 4 � °03'3" CB= S28 °24 '46 "E G'N= 3,5.07 \\ LOT -14 DAUPHINAIS MOSLEY SUBDIVISION FiLiNG N0. I .,IUNiPERUS GOMMUi`�tl�a f � �:-��[_ � '" • __ �XT�i�IC�R L ICaHT �IXTUR.� ��Y �� ._____ WALL MOUNTED LIGHT TO M,4TGH EXISTING (i) NOTES; I.) THE SURVEY DATA AND EXISTING TOPOGRI�PHY INFORMATION WAS TAKEN FROM /� DRAWING TITLED: PARTIAL TOPOGRAPHICAL MAP LOT 14 Df�UPHIN/ -�I�a - M05FLEY SUBDItl1510N - i�1LINC� N0.1 TOWN OF VAIL, EAGLE COUNTY COLORADO PREPARED (STAMPED � SIGNED) BY 4NTER- MOUNTAIN ENG #NEERING LTD. PRO..IEGT ��8�-01305 2.) VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO THE START OF EXGAVAT(ON. _.__. _.___ .__..__ _____ Sr'2� ___.. _.� _. _ _ EXISTING CONTOUR 8124 PROPOSED CONTOUR X, � EXISTING TREES EXISTING SPOT ELEVATIONS 13.6' PROPOSED SPOT ELEVATIONS STOW._ � PROPOSED TOP f'f'' 1.6' OF W,�4LL ELEVAI "IONS B�O- W PROPOSED BOTTOM ''` ��•2` OF W�4LL EL)*VATION�i TOS _ PROPOSED TOP 04.6' OF SLAB ELEVATIONS _ T � O , P . � PROPOSED TOP �'" v`�•�� OF PATIO ELEVATIONS GOMMON NAM BOTANIGAIm NAM3" � �=,I �E PIGEA PUNGENS s GOLORADO E3LUE �PR.UGE GLAU�.A � 8' 2'-b 1/4" 11' -6 1/4" NOTE: VERIFY EXTENT OF PATIO WITH PROPERTY LINE FOR 4'-11" MAX. PROJEGTION OF PATIO INTO SIDE YARD BUILDING 5ETE3AGK (TYPIGAL) PROPOSED INTERLOGKIN6 CONGRETE BLOGK PATIO FOUNDATION HALL (SEE 5TRUCT.) E VA 4.1 10 11 4 1 VERIFY WITH TUB EXISTING FOUNDATION WALL— 10-21/4" bi Ell I/ RELOCATED. i HOT TUB -1 tQ 1- It__ 6-10 1/4" 10" 10 ' ill 1/2" 7 PROPOSED INTERLOG<IN(5 GONGRETE BLOCK PATIO FOUNDATION WALL (SEE STRUGT.) EXISTING DOWNSPOUT EXTENDED DOWN TO GRADE Ill 9 011600 k • PROPOSED INTERLOGKIN6 CONCRETE BLOCK RETAINING WALL WITH MATGHIN6 GAP (SEE STRUGT) PROPOSED HEATED SAND SET PAVER RAMP DRAIN WITH PIPE EXTENDED TO DAYLIGHT AND TERMINATION POINT SURROUNDED WITH RIP RAP ON NEED STOP FABRIC W-9 04 "o EL. 8104'-10 1/2" I 1 cn T.O. PAVER @ B.O. WALL d A EL. 0104'-10 1/2" A 4.1 (TYPICAL) G i � O L T.O. SLIhB 51 EL. 5104'-10 1/2" . � EXISTING WINDOW WELL � - _ -- TO BE REMOVED RELOCATED F->OOR—, � _ _ EXISTING WINDOW L__ Ll I Id 4� _y .............. TO BE REMOVED WITH OPENING TO BE FILLED IN B EXISTING HALLS TO (SEE GEN. GONST. A 4.1 BE REMOVED NOTE NO.1) PROPOSED 10" 31-00 lotl MIN. 2 PN UP �p V- R=12'-O" WALL _U L — EDGE OF EXISTING SLAB TO REMAIN 10 1 -5 1t GOMPAGTEP EARTH EXISTING DEGK PIERS TO BE REMOVED /A EXISTING DOOR TO BE RELOCATED PROPOSED SMOKE DETEGTOR L — — — L PROVIDE OPENING IN EXISTING CONCRETE WALL FOR NEW WINDOW UNFINISHED (SEE STRUGT.) BA5EMENT (SEE GEN. GONST, NEW WINDOW NOTE NO. 3) rn T.O. PAVER \ LANDING EL. 5105'-85" F it 5011-f _pzoom E 51 GUARDRAIL (p 56 ABOVE SURFAGE OF RAMP TO MATGH AND BE AN EXTEN51ON OF HANDRAIL WITH 1-1/4"cP BOTTOM RAIL AND VERTIGAL SUPPORTS AT 5'O.G. WITH 1/2"<P BALUSTERS AT 4" O.G. (PAINT) (TYPIGAL) Z FILL BELOW EXISTING GARAGE 7 EXISTING STAIR TO REMAIN F_ o L _j F NEW STONE VENEER TO MATCH EXISTING (5EE GEN. GONST. NOTE NO. 2) 1-1/4"4*) WALL MOUNTED PIPE RAILING @ 36" ABOVE SURFAGE OF RAMP WITH END RETURNED DOWN TO THE WALKING SURFAGE AT THE TOP OF THE RAMP LE6END EXISTING FRAME HALLS TO REMAIN EXISTING HALLS TO BE REMOVED EXISTING GONGRETE HALLS TO REMAIN PROPOSED FRAME HALLS PROPOSED GONGRETE BLOGK HALLS mow ..waswo SCALE: 1/4" = V-O" PLAN NORTH FLOOR AREA 5UMMARY (NOT &RFA) EXISTING FLOOR AREA 305.1 50. FT. PROPOSED FLOOR AREA 1 4"71A 50 FT ALL I MPROVEMENTS TO THE 1 z 4" GONGRETE SLAB ON 4" GRAVEL OVER GOMPAGTED EARTH (SEE STRUGT.) EXISTING STEEL GOLUMN AND GONGRETE PAD FELLA PROLINE NO. 5541-2 NEW FLUSH SOLI D GORE DOOR WITH NEATHER-STRIFFING -- I (PAINT) o C) PROVIDE OPENING IN T_ > EXISTING GONGRETE WALL FOR NEW DOOR 0(0 (SEE 5TRUCT.) 4s) T.O. PAVER T.O. SLAB — 0) ZO EL. 8104'-10 1/2" EL. b104'-10 1/2 WALL MOUNTED LIGHT FIXTURE TO MATGH EXISTING T.O, DRAIN D EL. 8104'-6" 1 U E 51 GUARDRAIL (p 56 ABOVE SURFAGE OF RAMP TO MATGH AND BE AN EXTEN51ON OF HANDRAIL WITH 1-1/4"cP BOTTOM RAIL AND VERTIGAL SUPPORTS AT 5'O.G. WITH 1/2"<P BALUSTERS AT 4" O.G. (PAINT) (TYPIGAL) Z FILL BELOW EXISTING GARAGE 7 EXISTING STAIR TO REMAIN F_ o L _j F NEW STONE VENEER TO MATCH EXISTING (5EE GEN. GONST. NOTE NO. 2) 1-1/4"4*) WALL MOUNTED PIPE RAILING @ 36" ABOVE SURFAGE OF RAMP WITH END RETURNED DOWN TO THE WALKING SURFAGE AT THE TOP OF THE RAMP LE6END EXISTING FRAME HALLS TO REMAIN EXISTING HALLS TO BE REMOVED EXISTING GONGRETE HALLS TO REMAIN PROPOSED FRAME HALLS PROPOSED GONGRETE BLOGK HALLS mow ..waswo SCALE: 1/4" = V-O" PLAN NORTH FLOOR AREA 5UMMARY (NOT &RFA) EXISTING FLOOR AREA 305.1 50. FT. PROPOSED FLOOR AREA 1 4"71A 50 FT ALL I MPROVEMENTS TO THE 1 z 4" GONGRETE SLAB ON 4" GRAVEL OVER GOMPAGTED EARTH (SEE STRUGT.) EXISTING STEEL GOLUMN AND GONGRETE PAD Sheet Number C) IE T_ > x 4s) X U_ C) r D Q < T Sheet Number IE Sheet Number EXISTING BOULDER RETAINING HALL TO REMAIN — EXISTIN6 BOILER FLUE OAP5 TO BE RELOCATED (TYPICAL) (SEE 6EN. GON5T. NOTE NO. 4) EX15TIN6 WINDOW WELL TO BE REMOVED EX15TIN6 WALKWAY TO BE REMOVED . N 51 / T.O. PAVER GAP @ EDGE OF PATIO EX15TIN6 PECK EL. o 11,3 I -4 It TO BE REMOVED (TYPICAL) EX15TIN6 HOT TUB TO BE I I I RELOGATED PROP05ED INTERLOGKINC-2 BATTERED GONGRETE BLOCK HALL V41TH PAVER CAP PLANTING AREA PROPOSED INTERLOGKINO VERTICAL GONGRETE BLOCK HALL WITH PAVER CAP ON (3) SIDES OF TUE3 PROPOSED HEATED SAND SET PAVER PATIO - -------- LL A 4.1 01 T.O. PAVER 1 11 EL. 8115'-7 1/5 ` ��___ — ______.___� - J1 PATIO 4 SLOPP T.O. WALL EL. e5l 15 I-E) 11 11 1 VERIFY WITH TUB RELOCATED h I HOT TUB 11 T.O. PAVER CAP Nil I 0 ED6E OF PATIO EL. 8113'-4" �� cv F CC'S l i Zi (TYPICAL) 31-011 7,7 d 6 T.O PAVER CAP (D E06E OF PA T]# EL. 0110'-10" (TYPICAL) PLANTIN6 AREA ponowl PROP05ED 1-114" 4 PIPE RAILIN& (PAINT) (T"rPIGAL) RAMP WITH q 1/2" R15E AND 6-4" RUN FOR MAX. OF I'VERTIGAL PER 5' HORIZONTAL — I ON UP - (3)EG. T. (4)E-0. R. EL. 8104'-10 1/2" T.O. PAVER LANDING EL. 5105-8" PROPOSED INTERLOGKIN& GONGRETE BLOCK RETAININ6 WALL WITH MATGHIN& GAP — NOTE: VERIFY EXTENT OF PATIO WITH PROPERTY LINE FOR 4'-11" MAX. PROJECTION OF PATIO INTO SIDE YARD BUILDING SETBACK (TYPICAL) (SEE 51TE PLAN) EXISTING OA5 LINE TO REMAIN (SEE GEN. GON5T. NOTE NO. (9) / 4-- � A A A 4.1 M�Iffl EXISTING 6A5 METER TO REMAIN GARAGE rr PANTRY/LAUNDRY . B A 4.1 L PROP05ED HEATED SAND SET PAVER PATIO DINING ROOM O L T.O. FIN. FLOOR \- r EL. 8115'-8 518" 1-1/4%> PIPE RAILING ATTACHED TO WALL AND RETURNED DOWN TO THE PATIO T.O. PAVER GAP ON RETAINING WALL EL. 5110'-10" (TYPIGAL) EX15TIN6 DOWNSPOUT TO BE EXTENDED DOWN TO PATIO PATIO O rn - - -------------- CL C) H m MA5TER. CL05E EOO KITCHEN MA517ER BATH 0 0 - -� ENTRY GREAT ROOM GUARDRAIL (p 36' ABOVE SURFACE OF RAMP TO MATCH AND BE AN EXTEN51ON OF HANDRAIL WITH 1-1/4"(P BOTTOM RAIL AND VERTICAL SUPPORTS AT 50.G. WITH 1/2"(P BALUSTERS AT 4" O.G. (PAINT) ( 1-1/4"(P HALL MOUNTED PIPE RAILING (9 36" ABOVE SURFACE OF RAMP WITH END RETURNED DOWN TO THE WALKING SURFAC AT /0 PIAOR THE TOP OF THE RAMP Ov 9 GONGRETE DRIVEWAY x LINE OF DECK ABOVE MA5Tr=R BEDROOM STONE VENEER T.O. EXIST. SLAB EL. VERIFY ON. 7 PROPOSED HEATED PAVER RAMP EXISTING CONCRETE WALKWAY TO REMAIN /0 EX15TIN6 BOULPER5 TO BE RELOCATED RELOCATED BOULDERS p Ro"' 0 fmowoftl 0 5 E! L o o m o ft, MAIN 1mw�= VE—:Lw �=LmC T"o"oftfLwAN SCALE. 1/4" = 1'-0" PLAN NORTH EX15TIN6 STONE VENEER AND CAP TO NOTE: BE REMOVED AND REINSTALLED WITH THERE ARE NO IMPROVEMENTS ADDITIONAL STONE TO EXTEND DOWN TO TO BE MADE ON THE INTERIOR THE SURFACE OF THE PAVER RAMP OF THE EXISTING HOUSE AT THIS (SEE 6EN. GONST. NOTE NO. 2) LEVEL. Ai EXTERIOR OF THE EXISTIN6 HOUSE HAVE BEEN REVISED -A C) Q Z O J LL C) ll� > n c� Lu �Q C) LU Lu z C) _j < C) 0) 0 C) < > n X < C) fit T D- -A Q Z O J LL C) ll� > �m c� Lu �Q C) LU Lu z C) _j < C) 0) 0 C) < > D- < EX15TIN6 DOWNSPOUT EXTENDED DONN TO PATIO 1-1/4"(P METAL PIPE RAILING WITH EN05 RETURNED DONN TO PATIO (PAINT) (TYPICAL) RELOCATED HOT TUB ----- - EDGE OF PATIO @ T.O. PAVER CAP _ GAF �� It _4" EDGE OF PATIO @ T.O. PAVER CAP EL. 8110'-10' FINISH GRADE BEYOND RAMP LANDING @ T.O. PAVER _41LI_ - - - - - I - _ __ ,- r EL. E5105 EXISTING GRADE I' 4� PROPOSED INTERLOGKIN6 jf CONCRETE BLOCK PATIO FOUNDATION HALL KITH PAVER CAP ___..__________- _______ --J CJ cn FINISH GRADE .�.._ __.._ � _-... ._v. I .Y. � � ..._ -^' ° _ T. EDGE OF PROPOSED :'0 HEATED SAND-SET PAVER PATIO PROP05ED INTERLOGKIN& CONCRETE BLOCK RETAINING NALL WITH MATCHING CAP -- ��r PP-OP05ED HALL MOUNTED LIGHT FIXTURE TO MATCH EXISTING PROPOSED HEATED PAVER RAMP r A J PROPOSED STUCCO PROJECTION ALIGNED AND FLUSH WITH THE EX15TIN6 AND TO BE EXTENDED DONN TO BE 2" ABOVE THE SURFACE OF THE PAVER RAMP GUARDRAIL AT NALL BEYOND @ 56" ABOVE SURFACE OF RAMP TO MATCH AND BE AN EXTENSION OF HANDRAIL WITH 1-1/4"d> BOTTOM RAIL AND VERTICAL SUPPORTS AT 5'O.G. KITH 1/2"(P BALUSTERS AT 4" O.G. (PAINT) (T"rPIGAL) M ON 401 RE14414 SCALE. 1/4" = I' -D" NOTE: ALL NEN FINISH MATERIALS ARE TO MATCH THE EXISTING AND ARE TO BE FINISHED TO MATCH THE EXISTING COLORS -ij! ld! 1 1 EX15TINO DOWNSPOUT TO REMAIN AND TO BE EXTENDED BELOW GRADE TO DAYLIGHT FINISH MAIN LEVEL GRADE T.O. FIN. FLOOR EL. 15113 3/5' 1-1/4"(P NALL MOUNTED PIPE RAILING @ 56" ABOVE SURFACE OF RAMP WITH END RETURNED DONN TO THE BALKING SURFACE AT THE TOP OF THE RAMP EX15TIN6 STONE VENEER AND GAP TO BE REMOVED AND REINSTALLED WITH ADDITIONAL STONE TO EXTEND DONN TO CONCRETE STAIR (SEE GEN. 6ON5T. NOTE NO. 2) TIC OF V lt� DESIGN Rn"IEW STAFF APPROVA-11, ry o t:V501'E', ale !'A L ,l, , _,._ LONER LEVEL T.O. SLAB _7 a104'-10 1/2 ALL IMPROVEMENTS TO THE EXTERIOR OF THE EXISTIN6 HOUSE HAVE BEEN REVISED EXISTIN& CAE LINE TO REM/ EXI5TIN6 6A� METER TO RE MAIN LEVEL FI FL OOR T.O. �3' -8 3/85" PAVER • # AT BOTTOM OF NA I ✓ 1 1.-1 J L. i L I `I i 5GALE: 1/4" = 1' -0" EXI5TINC7 5TONE VENEER AND GAP TO BE REMOVED AND REIN5TALLED WITH ADDITIONAL 5TONE TO EXTEND DOWN TO BELOW THIS CONCRETE STAIR (5EE OEN. GON5T. NOTE NO. 2) 30 I r I mo • w 1► 1. . 1 i i fi lf) . � Q C) \b Lj z T- CL r II Lu _> D z --I V .. M Revised: A� - 715/0 -7 ALL IMPROVEMENTS TO THE EXTERIOR OF THE EX15TIN6 HOUSE HAVE BEEN REVISED MAIN LEVEL T.O. FIN, FLOOR EL. 8II5'-8 518" LONER LEVEL l9k. T.O. SLAB ",4V E L. EL. b[04'-10 112" 50ALF: 1/4" = 1'-0" EXISTING 6A5 LINE TO REMAIN (SEE C-EN, GONS-T. NOTE NO. 6) 5 STONE VENEER AND BE REMOVED AND \LLED V41TH ADDITIONAL FO EXTEND DOWN TO THE CONGRETE STAIR N. GON5T. NOTE NO. 2) 5ED 1-114" (P PIPE , AT STAIR :-:NT TO TUB (PAINT) ,TED HOT TUB WALL 7ED INTERLOGKIN6 TE BLOGK q6 HALL WITH - EP(5E- OF PATIO @ T.O. PAVER GAP EL. - 0113' -4 r A LL IMPROVEMENTS TO THE EXTERIOR OF THE EXISTIN6 HOUSE HAVE BEEN REVISED STONE VENEER (SEE GEN. GONST. NOTE NO. 2) — INTERLOGKIN6 CHU RETAINING HALL WITH MATGHIN6 GAP 6"x6 "x 318" STEEL ANC7LE (PAINT) HAND AND GUARDRAIL WITH 1-1/4"(P TOP AND BOTTOM RAIL AND VERTIGAL SUPPORTS AT 5 O.G. WITH 1/2"(P BALUSTERS AT 4" O.G. (FAINT) (TYPICAL) TREATED 2x WOOD BUCK 2x TRIM AT JAME35 AND HEAD — EXISTING WALL AND FLOOR CONSTRUCTION TO REMAIN GREAT ROOM PINING AQ EXISTING STEEL BEAM TO REMAIN z z Z-- EXISTING? HALL — - _J� TO BE REMOVED STEEL LINTEL AT GUT 0 Lu LZU OPENING (SEE STRUGT.) ZNy 0 Z N I I APPROXIMATE 51ZE m PROPOSED WINDOW lu 0- W_ < AND LOCATION OF ci (3 NINDON TO BE < LINE OF OPENING TO BE CUT REMOVED AND THE lz < U- INTO EXISTING CONCRETE OPENING TO BE FILLED WALL (SEE 5TRUGT.) I I IN (SEE 5TRUGT.) EXISTING GRADE 1 PROPOSED OPENING GUT IN 1/2" EXPANSION FRAME WALL -- GONGRETE MATERIAL WALL FOR NEW UNFIN15HED BASEMENT DOOR (SEE STRUGT.) PROPOSED 4" EXISTING GONGRETE SLAB ON 4" I 1 GONGRETE SLAB GRAVEL (';EE 5TRUGT) TO REMAIN EXISTING PERIMETER DRAIN WITH WASHED STONE SURROUND TO BE PROTECTED DURING EXGAVATION FOR AND INSTALLATION OF INSULATION BOARD AND WILL BE 10 < RECONSTRUCTED AS REQUIRED EXISTING HALL AND FLOOR GON5TRUGTION TO REMAIN PANT INSULATION BOARD ON GOMPAGTED EARTH ' FINISH RA E > \ N , X t n is) 6" GMU TO T.O. PAVER PATIO AND B.O. STONE VENEER INTERLOCKING GMU FOUNDATION WALL WITH PAVER CAP STEEL ANGLE (SEE STRU6T.) CS < K D C) LONER LEVEL LU T T.O. SLAB EL. 8104'-10 1/2" z HEATED SAND -SET PAVER PATIO AND RAMP OVER FOIL FACED INSULATION BOARD ON COMPACTED EARTH EPPM MEMBRANE OVER R1610 FOAM INSULATION (SEE STRUGT.) EXISTING WALL AND FLOOR CONSTRUCTION TO REMAIN GREAT ROOM PINING AQ EXISTING STEEL BEAM TO REMAIN z z Z-- EXISTING? HALL — - _J� TO BE REMOVED STEEL LINTEL AT GUT 0 Lu LZU OPENING (SEE STRUGT.) ZNy 0 Z N I I APPROXIMATE 51ZE m PROPOSED WINDOW lu 0- W_ < AND LOCATION OF ci (3 NINDON TO BE < LINE OF OPENING TO BE CUT REMOVED AND THE lz < U- INTO EXISTING CONCRETE OPENING TO BE FILLED WALL (SEE 5TRUGT.) I I IN (SEE 5TRUGT.) EXISTING GRADE 1 PROPOSED OPENING GUT IN 1/2" EXPANSION FRAME WALL -- GONGRETE MATERIAL WALL FOR NEW UNFIN15HED BASEMENT DOOR (SEE STRUGT.) PROPOSED 4" EXISTING GONGRETE SLAB ON 4" I 1 GONGRETE SLAB GRAVEL (';EE 5TRUGT) TO REMAIN EXISTING PERIMETER DRAIN WITH WASHED STONE SURROUND TO BE PROTECTED DURING EXGAVATION FOR AND INSTALLATION OF INSULATION BOARD AND WILL BE 10 < RECONSTRUCTED AS REQUIRED EXISTING HALL AND FLOOR GON5TRUGTION TO REMAIN PANT LINE OF PROPOSED RETAINING WALLS AND PATIOS AT OUTSIDE FACE OF THE EXISTING FOUNDATION WALL FROFOSEZ� *Fml'Aomo"'TlAL BUILZ�INISI SIECTION — Ai" SCALE: 1/2" = 1'-0" INTERLOCKING GMU RETAINING WALL WITH PAVER GAP A GREAT ROOM HEATED SAND -SET PAVER STONE VENEER g A PATIO OVER FOIL FACED (SEE GEN. GONST. A4.1 INSULATION BOARD ON NOTE NO. 2) COMPACTED EARTH MAIN LEVEL T.O. FIN. FLOOR PATIO 7-7 EL. 3/8' T.O.PAVEI__ 4_ EL. 0113' Jx/ (b GMU TO T O. ------ ....... _. 7 X PAVER FINISH < GRADE AND E3.0. STONE PATIO ZCOMPAGTED EARTH VENEER EXISTING EX15TIN6 BEAM GRADE BEYOND TO REMAIN STEEL ANGLE (SEE 5TRUGT.) - EXISTING GOLUMN BEYOND TO REMAIN WATERPROOFING EXISTING FOUNDATION (SEE 6EN, GONST. NOTE NO. 2) WALL TO REMAIN SI UNFINISHEr? BASEMENT EXISTING G RADE PROP05ED GONGRETE SLAB TO BE FLUSH WITH EXISTING (SEE 5TRUGT.) EXISTING PERIMETER DRAIN SYSTEM LONER LEVEL T.O. SLAB EL. 104' -10 112" L EXISTING COLUMN PAD BEYOND TO REMAIN 50ALF: 1/2 ALL IMPROVEMENTS TO THE EXTERIOR OF THE EXISTING HOUSE HAVE BEEN REVISED HEATED 5AND-SET PAVER WALKWAY STONE VENEER (SEE GEN. GON5T. NOTE NO. 2) EA-110 I INSULATION BOARD ON GOMPAGTED EARTH ' FINISH RA E > \ N , X t n is) 6" GMU TO T.O. PAVER PATIO AND B.O. STONE VENEER INTERLOCKING GMU FOUNDATION WALL WITH PAVER CAP STEEL ANGLE (SEE STRU6T.) LINE OF PROPOSED RETAINING WALLS AND PATIOS AT OUTSIDE FACE OF THE EXISTING FOUNDATION WALL FROFOSEZ� *Fml'Aomo"'TlAL BUILZ�INISI SIECTION — Ai" SCALE: 1/2" = 1'-0" INTERLOCKING GMU RETAINING WALL WITH PAVER GAP A GREAT ROOM HEATED SAND -SET PAVER STONE VENEER g A PATIO OVER FOIL FACED (SEE GEN. GONST. A4.1 INSULATION BOARD ON NOTE NO. 2) COMPACTED EARTH MAIN LEVEL T.O. FIN. FLOOR PATIO 7-7 EL. 3/8' T.O.PAVEI__ 4_ EL. 0113' Jx/ (b GMU TO T O. ------ ....... _. 7 X PAVER FINISH < GRADE AND E3.0. STONE PATIO ZCOMPAGTED EARTH VENEER EXISTING EX15TIN6 BEAM GRADE BEYOND TO REMAIN STEEL ANGLE (SEE 5TRUGT.) - EXISTING GOLUMN BEYOND TO REMAIN WATERPROOFING EXISTING FOUNDATION (SEE 6EN, GONST. NOTE NO. 2) WALL TO REMAIN SI UNFINISHEr? BASEMENT EXISTING G RADE PROP05ED GONGRETE SLAB TO BE FLUSH WITH EXISTING (SEE 5TRUGT.) EXISTING PERIMETER DRAIN SYSTEM LONER LEVEL T.O. SLAB EL. 104' -10 112" L EXISTING COLUMN PAD BEYOND TO REMAIN 50ALF: 1/2 ALL IMPROVEMENTS TO THE EXTERIOR OF THE EXISTING HOUSE HAVE BEEN REVISED HEATED 5AND-SET PAVER WALKWAY STONE VENEER (SEE GEN. GON5T. NOTE NO. 2) EA-110 I Z�l Wim (s) > Lu n is) X H T_ CS K D C) LU T z Z�l Wim NEIV4 CONCRET PAVERS CONCRETE WALL NO 50ALE NOTE- 6" MINII DEPTH OF COW-,RETE TO REMAIN ABOVE NEki OPENINGIS. EX15TIN6 FOUNDATION 1/2" E-XPAAN51ON MATERIAL NEW 4" FIBER REINFORCED SLAB ON GRADE. 2 R1610 FOAM INSULATION N 4"4) PERFORATED PVC DRAIN IN I'x V WASHED ROCK 4 FILTER FABRIC TIE INTO EX15TIN6 DRAIN5Y5TEM NEW CAST-IN- PLACE CONCRETE VOPS1 "O.C. IAY 6" CMU STONE LEDGER 1% EX15TIN6 FOUNDATION HALL NO SCALE This structure has been designed to meet the reqvirements of the 2005 International Residential Code Y41th f f • adopted bq the ToHn of Vail. All omissions • conflicts betHeen various elements of the viorking dravilngs and/or specif lcotions sho I I be brought to the attention of the Strutoturol Engineer before proceeding v4ith " Hork so Involved. The C-seneral Contractor shall verIf9 all dimensions aid conditions • the job site and shall be responsible for the means, methods, techniques, sequences aid procedures associated P41th this project. Furthermore, he shall • responsible for coordination ♦ all viork and materials including those furnished bg subcontractors. The 5tructural Engineer shal I be contacted during the construction phase to make the job site inspections necessarg to conf Irm that the actual f fold conditions are consl5tenet Pilth the design assumptions and that the construction is proceeding according to the plans and specifications. Livo Load$ Used In Design. Roof 50 pef Floors 40 psf Ver,ks 100 psf Earthquake selsml(�. Zone 6 "nd clO mph, 5 5econd Citust 12 12" O.C. 112 4 GRAVEL 2 #5 a CONT. TOP t BOT. #4 12" O.C. Ik Uj N • It 211 #4 a 16" O.C. 24 #4 a 12 O.G. 12 3 *15 6ONT* • /- #4 a 12" O.G. EXISTING FOUNDATION WALL P A me-W&W IZANQZ�VM 4x4x1/4" ANGLE STONE LEDGER BOLT TO WALL PV %itto x 4 EXPANSION BOLTS o24 I- 5t'= C 710 N T 12 #4 a 16" O.G. 112 mn® #4 MII?HEIC7HT #4 a 16" O.C. 10 2 #5 CONT. • 0% 4"(P PVC DRAIN wv Pvc DRAIN - TO DAYL16HT TO DA(Ll(5HT - 44f IV% 1 %-- 1 111%w CONCRETE WALL I I I — . • A M I III I I- 0 ,1 1 0 8 Q 6 FOUND PIN& PLAS. CAP L.S. NO. ILLEG12VLE 6" 64) C>- 6" 6.6 rlMr� L:re 91-- FOUND PIN & PL A \ ^ \ _ r — _ !; L. S. NO. 26626 N82.0 81.23' 6 ;pt A HT FIRST B FL OOR DECK 811,3.6' DECK \A) ELEVA 77ON 4.2' 0 0 7. \LOT 14\ 4 11, ��OUARE FEET til 10 0.256 ACRES TRACT A Ar FOUND PIN & PL AS. CA L. S. NO. 26626 8100 NN SOCK 0.0 FOUND jo I—S NO PLAS--Z�A—P8100 26626 TRACT A 8097 LOT U NOME:, According to Colorado low you must commence any legal action based upon any defect in this survey within three years after you first discover such defect. In no event, may any action based upon any defect in this survey be commenced more than ten years front the date of certffil'cotion shown hereon. SURVEYOR'S conFICATE• Duane FebrInger, a duly registered /and $urve,wr in the State of Colorado, do hereby certify that th hereon was done by me or under my direct 10t} -"Q(0 horizontal on d vertical measurements are occ knowledge and belief. one Fahringer P.E. L. S. 26,j�� Cos yp I N 11 4 W •j DESIGNED BY DRAW BY: TV CHECKED BY' D.D.F. DATE ISSUED; 11/28/06 PROJECT N0. 1 1 igs-11 ISHEET N 11 1 1 OF 1 MH 084 8115 RIM ELEV. = 8115.33' (D L = 35.83' (50) R=50. 00 * ) A--41 "O3 C8=S2824* CH=J5. 0 7 r ffU TER VALVE C FOUND PIN . & PLAS, CAP� L. S. NO. 26626 4' // GRAPHIC SCALE IN FEET I inch = 10 & BASIS OF ELE TION: MH 084 RIM ELEVA 77ON = 8115 JJ** CONTOUR INTERVAL = I FOOT 4" DENOTES CONIFEROUS TREE WITRUNK DIAMETER 00 z 0 " < z Z I LIJ • z V) > J < r • - Z 145 L4J 0 LJ Uj lb 4 Z. 41 DESIGNED BY DRAW BY: TV CHECKED BY' D.D.F. DATE ISSUED; 11/28/06 PROJECT N0. 1 1 igs-11 ISHEET N 11 1 1 OF 1 MH 084 8115 RIM ELEV. = 8115.33' (D L = 35.83' (50) R=50. 00 * ) A--41 "O3 C8=S2824* CH=J5. 0 7 r ffU TER VALVE C FOUND PIN . & PLAS, CAP� L. S. NO. 26626 4' // GRAPHIC SCALE IN FEET I inch = 10 & BASIS OF ELE TION: MH 084 RIM ELEVA 77ON = 8115 JJ** CONTOUR INTERVAL = I FOOT 4" DENOTES CONIFEROUS TREE WITRUNK DIAMETER 00 z 0 < z 0 • z • z > 5 • M • • L4J 0 LJ Uj < LLJ 0 V) z z rt CL D • DESIGNED BY DRAW BY: TV CHECKED BY' D.D.F. DATE ISSUED; 11/28/06 PROJECT N0. 1 1 igs-11 ISHEET N 11 1 1 OF 1 MH 084 8115 RIM ELEV. = 8115.33' (D L = 35.83' (50) R=50. 00 * ) A--41 "O3 C8=S2824* CH=J5. 0 7 r ffU TER VALVE C FOUND PIN . & PLAS, CAP� L. S. NO. 26626 4' // GRAPHIC SCALE IN FEET I inch = 10 & BASIS OF ELE TION: MH 084 RIM ELEVA 77ON = 8115 JJ** CONTOUR INTERVAL = I FOOT 4" DENOTES CONIFEROUS TREE WITRUNK DIAMETER