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Home My WebLink AboutDRB110094 Plans11 APRI 2011 D SIGN REVI W BOARD S T �_1 T1 TITLE SHEET/GENERAL INF ORMATIO N SITE/LANDSCAPE DRAWINGS It 1 1* 01 ! LOWER LEVEL FLOOR PLA A2.1 MAIN LEVEL P LAN FL OOR AC U PPER LEVEL FLO P L A N KIT ROO PLAN ACOUS F RO NT A4.1 SIDE ELEVATION .. .R ELEV A4 SIDE ELEVATIO STAIN C OLOR: Canyon Brown i ST ONE WINDOW COLOR: Antique Bronze 057 . ! ! ! Ro OWNER P hil H Riversi CT !•8 ARC HITECT T om M arkoluna s # 'a# #'r Hermes Gr oup 0105 Edw ar ds Villii: Blvd Suite G-107 E dwards , C O 970 92 1720 DHM DESIGN 1390 Lawrence Street Denver, Colorado 303 892 5566 Boun daries `i 9 23 C oope r Avenue iid S prings , C O 9 94 r rAymou 0 01419414111M BLDG TYPE: ONE FAMILY DWELLING UNIT W/ 3 CAR GARAGE CONSTRUCTION TYPE: V —B # OF STORIES: 1 FIRE RESISTIVE REQUIREMENTS: PER 2003 I.R.C. SECTION R309 1 —HR SEPARATION BETWEEN OCCUPANCIES 1 —HR SEPARATION AT ENCLOSED AREAS UNDER STAIRS CONCRETE -fO. NAME OF FICE . a 00 .� PORO r• 00 n Kip AC STEEL KIT RIGID INSULATION ACOUS G LASS ELEVATI KO KNOCKOUT ACT BATT INSULATION KVA KILO VOLT- AMPERES AD IN -FL HEAT KW WOOD STUD PARTITION ADD STONE a FINISH WOOD ADJ ROUGH t!! L UA WOOD — — WOOD SPLIT SHAKE SHINGLE ROOF A6 {}rowing Number 2.2W BUILDING SECTION Sheet Number Z Al Drawing Number :: WALL SECTION OR DETAIL CUT Sheet Number Drawing Numbers �O'Sh INTERIOR ELEVATION Number Drawing Number Sheet Number ENLARGED DETAIL Area of Detail to be enlarged Column Letter Column Reference Guide STRUCTURAL GRID Column Number 1 144, { } WINDOW TYPE (ELEV A TION) I] DAM PLANNER A 2113ERRA 1. PLAN DIMENSIONS i COLUMN • OF r FACE OF CONCRETE @FOUNDATION WALL, OR CENTER OF #! OR r!i' OP ENING. WIN 2. SEE s LITE F OR RO UGH i' 3. PROVIDE 5/8 CEMENTITIOUS BOARD AT ALL WET 4. PROVIDE FIRE BLOCKING AS REQUIRED BY CODE. 5. DIMENSI 'i INTERIOR ri!' JAMB TO A D JACENT WALL IS : OR CENTERED IN WALL AS IN DICATE D , UNLESS N OTE D OTHER WISE. 6. PROVIDE SOUND BATT INSULA11ON AT ALL BEDROOM AN BA C ONCRETE 7. : :!•'! UN TILE FL OORS AN ALL SH OWER ! TUB/SHOWER ENCLOSUR 8. RE: LANDSCAPE/CIVIL DRAWINGS FOR EXTENT OF PATIOS, DRIVES ! 9. PROVIDE A ONE-HOUR OCCUPANCY SEPARATION BETWEEN GA i D WELLING PER I. •• i COMMON WALLS BETWEEN GARAGE AND D WELLING BE PROTECTED WITH 5/8" TYPE X GYPBOARD ON THE GARAGE F ROM ii' TO UN DE RSIDE OF ROO SHEATHING 11. ALTERNATELY, GARAGE WALLS AND CEILING MAY BE PROTECTED NTH : TYPE X GYPBOARD. ! ATTIC ACCESS M AY i T BE LOCATED IN THE GARA 12. ALL STRUCTURAL MEM SU O VER GARAGE SHALL BE PROTECTED WITH 5/8" TYPE X GYPBOARD ON GARAGE SIDE OF CEILING, WALLS, BEAMS, AND POSTS. WIN DOWS LABELED REQUIRED TO MEET MINIMUM " PR OVIDE ONE OPERABLE WINDOW OR Ili• APPRO CLE FOR EMERGENCY ESCAPE IN EACH SLEEPING ROOM OR BASEMENT OPENING SHALL COMPLY WITH ALL OF THE FQLLQ%NG: - MAXIMUM SILL HEIGHT-44" - MINIMUM NET OP ENING - MINIMUM NET CLEAR OPENING WIDTH T OTAL - MINIMUM !' 14. PROVIDE TEMPERED GLASS AT ALL HAZARDOUS LOCATIONS ! 8 SH OWER - GLASS r!i' - WINDOWS LESS THAN 60" ABOVE TUB DECK ii ARC OF ' i!i' E ( D OOR IN CLOSED POSITION) ' WINDO IS LESS THAN fi ABOVE FLOOR - ANY GLASS G REATER THAN s S IN AR OF ! ! - • i S PA NNING AB ENCL - GLAZING IN WALLS •/ ABOVE FINISH FLOOR 15. STAIRWAYS SHALL COMPLY WITH THE FOLLOWING- - MINIMUM WI DTH OF ' WAYS SHALL NOT B E LESS THAN 36* MINIMUM - MAXIMUM RISER HEIGHT 7 3/4", MINIMUM RISER HEIGHT 4" AN • ' • r DE P TH ! i WITH N O M OR E • • VARIATION - MINIMUM HEA DROOM CLEARANCE OF : - HANDRAIL ON AT LEAST ONE SIDE OF STAIRWAY 34"-38" ABOVE TREAD NO SING HAN DRAILS # BE RETURNE TO WALL OR TE NEWEL PO STS CR OSS - HAND GRIP PORTION OF HANDRAILS SHALL BE 1 1/4"-2 IN ! STAI - HANDRAILS SHALL BE CONTINUOUS BETWEEN LANDINGS N O T RISE M B i I. ! • S • ! • O CI • i, A WIN STAI GUAR DRAILS ! i FLOOR OPENINGS OPEN SI OF STAIRWAYS, LANDINGS, BALCONIES, OR PORCHES WHICH ARE M ORE i ABOVE GRADE OR FLOOR BELO BE . IN HEIGHT AN H AVE OP ENINGS S CANN PA SS TH • SECTI ■ 17. MINIMUM ROOF INSULATIO INSUL ATION ' MINIMUM FLOOR INSULATION IS R-19 WAINSC .. r B • DENOTES r! A8 F OR SCHED i P BLOCKING r` BATHROOM ACCESSORIES (MEDICINE CABINETS, TOILET PAPER HOLDERS, TOWEL BARS, ETC.), CLOSET SHELVES AND RODS, AN D ANY OTHER L OCATIONS ! - i F OR ADE SU.. i . WIN DOW 21. ALIGN OR HE WHERE IN DICATE D ON • ! LAY OUTS 22. CABINET ! ON P LANS A RE RE ONLY ! TO BE AP BY OWNER FROM i' DRAWINGS PROVIDED BY CABINET MANUFACTURER VE UN DER F . ! S C ON DITI O NS IN FIEL OWNE AR CHITECT 24. PROVIDE UNDER FLOOR CROSS- VENTILATION AT 1/150th OF THE C RA WL • , FL OOR • • • • • I. • APP LIC A BLE) MECH ' ! i SH A LL B E L C OMPAR I SO N i THE SIZE OF ! • MENT CENTRAL HEATING FURNACES NO LISTE FOR CLOSET OR ALCOVE INSTALLATIO INSTALLE IN ' ROOM HAVING AT LEAST 12TIMES THE TO V OLUME OF BOILERS NO LISTED FOR CLOSET OR ALCOVE INSTALLATION SHALL BE INST ALLED IN A ROOM HAVING ' VOLUME A V OLUME THE OF BOILER IF CEILING HEIGHT O ROOM IS GREATER THAN : FEET THE VOLUME B CALCULATE ON BASIS OF !# • . SOFFITS FOR FORCED • ' DUCTW i BE D ETERMINED IN FIELD W/ REVIEW OF i CONTRACT AB ANCHOR BOLT K Kip AC AiR CONDITIONING KIT KITCHEN ACOUS ACOUSTICAL KO KNOCKOUT ACT ACOUSTICAL CEILING TILE KVA KILO VOLT- AMPERES AD AREA DRAIN, ACCESS DOOR KW KILOWATT ADD ADDENDUM ADJ ADJACENT, ADJUSTABLE L LENGTH AFF ABOVE FINISHED FLOOR LAM LAMINATE ALLM ALUMINUM LAM LAVATORY ALT ALTERNATE LQR LEADER MOD ANODIZED LH LEFT HAND AP ACCESS PANEL LIN LINEAR APPROX APPROXIMATE LL LIVE ARCH ARCHITECTURAL LP LIGHTING PANEL, LIGHT PROOF ASPH ASPHALT LT LIGHT AUTO AUTOMATIC MACH MACHINERY AUX AUXILIARY MAG MAGNETIC / MAS MASONRY AVE AVENUE MATL MATERIAL AVG AVERAGE MAX MAXIMUM BATH BATHROOM MECH MECHANICAL BD BOARD MED MEDIUM BET BETWEEN MEMB MEMBRANE BF BOARD FEET MEZZ MEZZANINE BITUM BITUMINOUS MFG MANUFACTURER BLDG BUILDING MH MANHOLE BLKG BLOCKING MI MILE BM BENCHMARK, BEAM MiN MINIMUM BOI BOTTOM MIN. MINUTE BRG BEARING MISC MISCELLANEOUS BSMT BASEMENT MM MILLIMETERS BUR BUILT -UP ROOF MO MASONRY OPENING MID MOUNTED CAB CABINET MTL METAL CAP CAPACITY MUL MULLION CDOH Col of Dept. of Highways N NORTH CEM CER CEMENTITOUS CERAMIC NIC NOT TO CONTRACT CFM CUBIC FEET PER MINUTE NO NOM NUMBER NOMINAL CIP CIRC CAST IN PLACE CIRCUMFERENCE NRC NOISE REDUCTION COEFFICIENT CJ CONTROL JOINT NTS NOT TO SCALE CK CAULKING OC ON CENTER CL COLUMN LINE OO OUTSIDE DIAMETER C.L. Centerline OF OUTSIDE FACE CA CENTERLINE OFF OFFICE CLG CEILING OH OPPOSITE HAND CLOS CLOSET OPNG OPENING CM CENTIMETERS OPP OPPOSITE CMU CONCRETE MASONRY UNIT CO CLEAN OUT P PAINT COL COLUMN PAR PARALLEL COMB COMBINATION PBO PROVIDED BY OTHERS CONC CONCRETE PC PRECAST CONF CONFERENCE PCF POUNDS PER CUBIC FOOT CONSIR CONSTRUCTION PEN PENETRATION CONT CONTINUOUS PERF PERFORATED CONTR CONTRACTOR PERIM PERIMETER CORR CORRIDOR. CORRUGATED PKG PARKING CPT CARPET PA PLATE, PROPERTY LINE CT CERAMIC TILE PLAM PLASTIC LAMINATE CTR COUNTER PLAS PLASTER CU CUBIC PLBG PLUMBING CW COLD WATER PLYWD PLYWOOD DAMP DAMPROOFING PNEU PNEUMATIC DAS Deformed Anchor Stud POL POLISHED DBL DOUBLE PR PAIR DEG DEGREE PREFAB PREFABRICATED DEMO DEMOLISH, DEMOLITION PREFIN PREFINISHED DEPT DEPARTMENT PRESTR PRESTRESSED OF DRINKING FOUNTAIN PRIM PRIMARY DiA DIAMETER PSF POUNDS PER SQUARE FOOT DIAG DIAGONAL PS POUNDS PER SQUARE INCH DIM DIMENSIONS PTD PAPER TOWEL DISPENSER DIV DIVISION PTR PAPER TOWEL RECEPTACLE DL DEAD LOAD PT POINT ON DOWN PIEN POST TENSIONED DR DOOR - PIN PARTITION DS DOWNSPOUT PVC POLYVINYL CHLORIDE DTL DETAIL PVMT PAVEMENT DWG DRAWING QT QUARRY TILE OTY QUANTITY E EAST EA EACH R RISER EB EXPANSION BOLT RAD RADIUS EF EACH FACE RBC RUBBER BASE COVE EJ EXPANSION JOINT RBS RUBBER BASE STRAIGHT ELEV ELEVATION RBT RUBBER TiLE ELEC ELECTRICAL RD ROOF DRAIN ROAD EL ELEVATOR RE REFERENCE E EMERGENCY RECPT RECEPTACLE EO EQUAL REFR REFRIGERATOR EQUIP EQUIPMENT REG REGISTER ES EACH SIDE REINF REINFORCED EST ESTIMATE REM REMOVE EW EACH WAY REQ'D REQUIRED EWC ELECTRIC WATER COOLER RESIL RESiLLIENT EWH ELECTRIC WATER HEATER REV REVISION(S), REVISED EXG EXISTING RFL REFLECTED EXH EXHAUST RH RIGHT HAND EXP EXPANSION, EXPOSED RM ROOM EXT EXTERIOR RO ROUGH OPENING ROW RIGHT OF WAY F FARENHEIT RPM REVOLUTIONS PER MINUTE FA FIRE ALARM RVS REVERSE (SIDE) FAC FIRE ALARM CABINET SC Solid Core FBO FURNISHED BY OTHER SO SOAP DISPENSER FD FLOOR DRAIN, FIRE DAMPER SEC SECTION FDN FOUNDATION SF STORE FRONT FE FIRE EXTINGUISHER SHT SHEET FEC FIRE EXTINGUISHER CABINET SHTH SHEATHING FHC FIRE HOSE CABINET SIM SIMILAR FH FIRE HYDRANT SND SANITARY NAPKIN DISPOSER FHMS FLAT HEAD MACHINE SCREW SNR SANITARY NAPKIN RECEPTACLE FHV FIRE HOSE VALVE SNT SEALANT FHWS FLAT HEAD WOOD SCREW SPCC SPACING FiG FIGURE SPRT SUPPORT FIN FINISH SPECS SPECIFICATIONS FIX FIXTURE SPKL SPRINKLER FL FLOW LINE SPKR SPEAKER FLG FLASHING SQ SQUARE FLR FLOOR SS STAINLESS STEEL FLUOR FLUORESCENT STA STATION FLEX FLEXIBLE STD STANDARD FOC FACE OF CONCRETE STL STEEL FOF FACE OF FINISH STOR STORAGE FOM FACE OF MASONRY STRUCT STRUCTURAL FOS FACE OF STUDS SUSP SUSPENDED FPM FEET PER MINUTE SYM SYMMETRICAL FR FIRE RATED SYS SYSTEM FT FOOT (FEET) T THREAD F FURNISHED TB TOWEL BAR FURR FURRED( ING�} TdB TOP AND BOTTOM FUT FUTURE TBC TOP OF BACK OF CURB FVC FIRE VALVE CABINET TEL TEM TELEPHONE TEMPERED G GAS TEMP TEMPERATURE GA GAUGE T&G TONGUE AND GROOVE GAL GALLON THERM THERMOSTAT GALV GALVANIZED THK THICK G.B. GYPBOARD THLD THRESHOLD GC GENERAL CONTRACTOR TO TOP OF GEN GENERATOR TOC TOP OF CONCRETE a GALVANIZED IRON TOS TOP OF STEEL GL GLASS TOSL TOP OF SLAB GPM GALLONS PER MINUTE TOW TOP OF WALL GYP GYPSUM TPD TOILET PAPER DISPENSER TRANS TRANSFER HAS HEADED ANCHOR STUD IS STEEL TUBING HDAS HEADED DEFORMED ANCHOR STUD TV TELEVISION HB HOSE BIB TYP TYPICAL HC HOLLOW CORE, HMOICAPPED UNFIN UNFINISHED HDR HEADER UON UNLESS OTHERWISE NOTED HOWR HARDWARE UR URINAL HDWD HARDWOOD USG U.S. GAUGE HID HIGH INTENSITY DISCHARGE HM HOLLOW METAL V VOLT HORIZ HORIZONTAL VAR VARIES HP HORSEPOWER VCT VINYL COMPOSITION TILE HR HOUR VENT VENTILATION HT HEIGHT VERT VERTICAL HTR HEATER VEST VESTIBULE HVAC HEATING, VENTILATING AND A/C VIN SHEET VINYL HW HOT WATER VOL VOLUME HWH HOT WATER HEATER VTR VENT THROUGH ROOF HWS HOT WATER SUPPLY VWC VINYL WALL COVERING HWY HIGHWAY W WEST, WIDE ID INSIDE DIAMETER W/ WITH ILLUM ILLUMINATOR WC WATERCLOSET IN INCHES WD WOOD INCAN INCANDESCENT WOO WINDOW INCL INCLUDE(D) WGL WIREGLASS INSUL INSULATION OCCURS INT INTERIOR W/O WITHOUT INTT:G INTEGRAL WP WATERPROOFING INTi4ME0 INTERMEDIATE W � WATER RESISTANT INV INVERT WSCT WAINSCOT WT 'WEIGHT JAN JANITOR WWF WELDED WIRE FABRIC JST JOIST JT JOINT YO YARD NO., me VICINITY MAP tirSg i osec Fr7iTT,l Sun / Shade Analysis Hadley R Solstice Winter December Drive Sun / Shade Analysis Hadley Residence Spring Equinox March Vail Valley Drive l . isting -1 h A R/1 1 1F 1 !hA } Shade AResidence Winter • • September • 1127 Vail Valley Drive 1 Looking North Looking South L oo ki ng ' � M � I iLo M- Looking North East Lookim--West East T oward F ron t Door N or th F rom V (3) CBS (3) MSA (3) MSA (2) CBS N:809.01 8 oA E:649.39 <, N:803.98 25' • , : ' . „ r v n, :3 y . �� ✓,• fi i! { r % a //i % It .f! ", v ' y ` E:648.63 ( l l f .l. �Y ✓F ./ J r S` • 4/ 5 't f r i k ✓ a r ` 5 P a ver 4 4 i / .f% • P rk 'n �`3 J / r a 9 r , �Jlrr r ! _ A •ran r • r a , _ P ! , s !y 5 • / ! e s "d f D Stack Rock `5 Reta Wa j, i r' ; �' �.�` � � ,,s.w'M+H/"ri "'r;.�r,rN" •!y'f /,y/ ��' �l/. �r1 1 '�"��,1".f� /�F�� /��rrl��.G/.p' ill 1r, /rrr"/ s Tw:4a.o awma •,• /{{ rY l�f 'YrM'.+H,xenvNi,/.ri!,NNin,//�� j( §J�/ yr .', �. •... . rN {rrr`s'{rr/ rN H f f Dry Stream -: n, . : r� �� Ifl,x- ! Bed r rN ' �' t•l ,` / / /`� :sir (y {\ p"'. (3) PG IX miorted Peren6ial ` (9) BAG � 3 BAG 7 4 CMP t ` (3) RLC +�s, steel Edger 9rt Q M x a m J 0 T 0 0 Wo Existing Entry Columns to be Replaced N � c v u a51 r • Plant List DECIDUOUS SHADE TREE 21 MSA Multi -Stem Aspen 31/2" cal. Specimen quality (2) CBS Dry Stream Bed Popoulus tremuloldes B&B, staked ORNAMENTAL TREE Edge of Cobble 2 AMP Amur Maplo 2112" calf. Sp eci men q ual ity Armored D rip p n -.. n Aoer i Hale m B�slaked it + 9 du 1 Edge Existing Evergreen EVERGREEN TREES f� r . ) • ; .r Tree To Remain 'a rrr /rr r,� % /lir`�ti l:arr /!Jr o' •, ' . , a s' 1 8 CBS Blue S n pruce Rsfer to Plan Sp quality • r 1 Pima • , B&B u ed r �1 A. l � ;rA, � , C + J DECIDUOUS SHR J { /Y 1 . { — 7l t N:783,35 ` E :736,23 3 RLC Red Lake Currait 5 gal. Container, 5 canes min. Ribes Red Lake 12 -18 ht. VA 1 ✓r'r 3 RSP Rock S pkve 5 gal. Container, 5 canes min. HdodlscM durnoem 24"-30" ht. 1 j i1 ! �r/ , „ $ Ewsting Ever reep 6 PGF PolleMINa'Goldflrtg er, 5 canes min. r� t6 ! . ... N, '. P. *uft�sa'Gddff W 24"-W K 5 gal. Container, ,w G� ( 11 "' . ' . , N.,r v ry" ta,r e' Removed 3 " J 1 l i /l�C� " Y '` '" •MSA' ," ��' " 7 NWR Needy Wild Rose � �) .. . • ,, rly 5 gal. Container, 5 canes min. Roes x'N WKd' •` "• �. � �� • 1'4 KN • ' ' • .. early 12" 18" ht 12 CMP Valley Cushion Mugo Pine 5 gal. Container, 5 canes min. ' . , Pinus mugo'Valley Cushion 12 "-18" ht. r r Z/frr, �r�. � .--'- ..'•�..• • • ORNAMENTAL GRASSES AND GROUNDKO1/ERS 21 BAG Blue Avem Gates 1 gal. Container, 12" ht Helkk*lchon sem oams f� r �, rr RESIDENCE %i.rrrrNirr,✓rrary -n�/ir j " g vr,; tir r „ r MAW a .. .... , sr�aar' r � ' VA, N qttr' / � j;r " " ,r," Pat- y • ' " J %ylj' �•: rji ,Jrr� � �,� /ter^' r. ] � � ,., :� � � / ; 1 , , rrr /.0 / rrr,, 5 ail, Spa • .rr,�,,,r „r,,,,�/r�s� • . / {/> � i ,,, .., '�"�' �, / wT,/�Y 4`3 7 ' ,// r l B1Ni39.7 { 1) ( I)AMP u,N„ ., rte ,ryy� /// Perennials .. a...' 0 /00 /01 pp TW r{� sI�_... •-- . � ,c � , �` - -- -•� ' • • ' • '' G jrl //�� /% �� ' ��,r� ?,,,,n /l /� ,/�"`� �' r • ' r. ' 'r/� ' 's � : y � r � �/ -'_ =7 � �/i� :rlr r�` rSlr ,�J�, .. % a '�'J''• f ' , t :{ J'ry rrr �� • /f,��•' a o� • �rrprJ.,ii ,/Y t '1' N: 02 /l ? , N,,, E•666. --� N:681.W Existing Sod C 1 E:60188 r rrrdr nv ;J To Remain N, WA rJ� / //"'.J . r�N % ” /. ��\\� `l ,.roarrarlrririri . rrrrrrrrirrir rr /iriirrlrrrir 1 fi ' = ° m �`o° 1. ALL BOULDERS TO BE REVIEWED AND APPROVED BY LANDSCAPE Sm #i m e Bullft Envelop ARCHITECT PRIOR TO DELIVERY TO SITE. IF DELIVERED TO SITE TCm� 2 ' PRIOR TO ACCEPTANCE THEY MAY BE REJECTED. 403 of. LandIlIcape DO NOT FRACTURE BOULDER DURING PLACEMENT, SUCH ACTION 0mm= 64% of Total Site 3. WILL BE CAUSE FOR REJECTION. m= m0 i u = m SELECT AND PLACE BOULDER SO THAT A MINIMUM OF EXCAVATION f v 4 ' SCARS ARE VISIBLE. BOULDERS TO BE SPECIMEN MOSS ROCK BOULDERS a • 5 if py�u� ° ° = w va —" n PLACE WITH X UNSC��FtRED SIDE UP 0 N m i ° a v y C1 v IM w j W b 4 Z N Z O Uj a F m COMPACT SUBGRADE ?ER TO NATURAL BED • • 4 ('1) CBS Edge of Cobble Armored Drip Edge - (3) MSA �,- _,� - -- ap: ' 23 CMR Creeping Colorado Mahonle Repsm 1 gal. Container (3) : RSP " • ' Mahonia repens MAU 10 KNK Klnnlldnnick 1 gal. Container I : • • o ` [•Existing Sod. uva -Ural QQ 7 W (� - '}� � y To Remain ADD PERENNIALS / 30 LUP Lupine 1 gal. Container .` Lupinue'Popeide Mfg" 30 DSD Dwarf Shasta 1 gal. Container Leucenthemum oom 'Snow Uxly V. -Y, 30 DCM 1 gal. Container 1. - AsS6 ted , C gr�andMora Baby Sun Perennials 30 BF Blue Flax 1 ged. Container Linum perenne * •' .r�7 .�; . ' 30 SAL SAI. Salvia �l d ht 1 gal. Container N:716.05 . M i S r / 1'h�EkRfB x andscape. a Boulder:) A' Existing Spruce Tree to Remain rNJ„ and Caliper Size Dry Stack Rock Retaining Wall (3) MSA Vt ; 1 1 �Y:ja� . • . "•ter•+'! �s C "'—f-1115"WASHED RIVER sm \—GEOTECH FABRIC-SEE SPECS TURN DOWN COR BOULDER • • DIMENSK VARIEE. (REe PLA SITE CALCULATIONS: Sfbe: 22,128 d. Bullft Envelop 5,136 d. Dta" 2,243 d• P Apron 403 of. LandIlIcape 14,346 d. * 64% of Total Site FILL V OID S PEA GRAVEL PER C•: ROC MULCH BEL MIX DR IP LINE, , f T D EPTH. 1111 G' FIVISY r • s FILTER FABRICrNVEED BARRIER Existing Spruce Tree to be Removed and Caliper Size ,.4 Existing Spruce Tree Critical Root Zone t.b Existing Pine Tree to Remain and Caliper Size Existing Aspen Tree to Remain 5.o and Caliper Size s�, = , Line of Construction Disturbance La ndscape Plan Notes I I[ I I LANDSCAPE ARCHITECTURE LAND PLANNING URBAN DESIGN 1390 Lawrence Street, Suite 100 Denver, CO 80204 1303,892.5566 5 % F "Sr r r s,i, S- 3, %' FS r rr r r 4 f / r F f - s 4i f 5' f 1 , r , 5 f r ! r - ./ F/ Sr ,rf /i " if 3 % %f 0 4 , W rr,,; +t rat s rifl XI' { ,r r r {/ rrr f / / 1, i -J / ''r FFr 0 f,w'�i { Ayr /f',4.,. /: rrrs✓/, rr, / "sl's +�' n #��s q q, s . .. ... . . ........ / Vj (D it cc > * .��"° > CU C Q > .DI ......... i.f.j........ r, :✓ ... . 4.11.2011 R M M su s }• . RM M ' r' 4 omY ............................ :'efNe , sy f..iJ "' " #S7 . ".1'e s . e ..... s ..... J OB 4 f%•,, r:':�%;s N DRB Submittal .. ............................... Landscape flan scale: 1" = 10' -0" SHEET X1 OF x2 PREPARED BY: 55 BEATTIE PL, STE. 100 GREENVILLE,,SC 29601 9 # lizl� PREPARED FOR: DRB SUB MITT tL DIATI E. PLANNER*.-Al�� SHEET NUNBEI A290 P. 864 233 6800 F. 964 233 6800 U - 1 C) 00 1 c I D MR, i CD 00 C) - I , It Mid rl VA I I I to :-0', 2'-0' 12'-0" 14'-0" 0 4'-0' 10l-61, ol 4' 14'-0" 4- 4 ol 6'-0 6'-0' 7' 1p 7-0 J. 2'-3" I,1'-9"I it 5-3" 5'-3" -1'-9" 2'-3 7'-1' 6 If wl-1101-o"M 8'-0" 81-0. 1, 2'-4" M IN LEVEL TERRACE`' x co wl-1101-o"M 8'-0" 81-0. 1, 2'-4" M IN LEVEL TERRACE`' 01111 I % 0 0 1 2X8 FRENCH SLIDER HALL KITCHEN- 13.5X22 2 2�x EP T.O. PLYR. FLOOR: WOOD II II II II 00 FLOOR: WOOD I WALLS: GYPBD WALLS: GYPBD lcli 2'_ 6'-51" 2 2 2 4 4 i -5" 4 2'-6" 2'-6 F EXT. LIGH FIXTURE C) NOTE: x co PROM Q - UR FIR lWPAPA11ON - I XT, LlG IXTURE Lr) 2 - LAYE 5 T A TR G E O VA N OTE: T FURR-OU AL AS NE SS RY 0 C @ ONCF LLS F H Wf 5/8' TYPE YP. TRIM ING 13.5X1 00 to - 1 FEXT. 11T FIXTURE SL FLOOR: WOOD WALLS: GYPBD r-E>T. L T FIXTURE 3'-52 Y e X EXT. LIGHT FIXTURE T LIGHT +99'-6• TY. PL 01111 I % 0 0 1 2X8 FRENCH SLIDER HALL KITCHEN- 13.5X22 2 2�x EP T.O. PLYR. FLOOR: WOOD II II II II 00 FLOOR: WOOD I WALLS: GYPBD WALLS: GYPBD lcli 2'_ 6'-51" 2 2 2 4 4 i -5" 4 2'-6" 2'-6 F EXT. LIGH FIXTURE C) NOTE: co PROM Q - UR FIR lWPAPA11ON - I Lr) 2 - LAYE 5 T A TR G E O VA N OTE: T FURR-OU AL AS NE SS RY 0 C @ ONCF LLS F H Wf 5/8' TYPE YP. TRIM 00 - 1 FEXT. 11T FIXTURE SL I I IMIAIN LEVE_ FINISHED: 13216 S F. GARAGE: 1069 S F. 79'-10" mm mm m C tr xle-r ia r Li��t hx, I CV I 2 cl-i CD I c I D co 04 - I to C I D co tn 04 O to N PROJ. NO.- HRG-2011-01 DESIGNED: RCH DRAWN: RCH CHECKED: RCH DATE: APRIL 11 2011 REVISIONS: 28 APRIL 2011 RFSORT CUSTOM HOMES, LLC 2011 DRB SUBMITTAL SHEET TIM: MAIN LEVEL FLOORPLAN P-101" SHEETNUMBEFU 0 PREPARED BY: PREPARED BY: 33 BEATTIE PL, STE. 100 GREENVILLF, 29601 . i �. PREPARED FOR: t "O ' DESIGNED: RCH D RCH CHECKED: RCH DATE: APRIL 11 2011 APRIL f (9 RESORT CUSTOM HOM i SU i 1 i i * TFI MOM APPROVED KY THE TOWN OF VAIL SHEET :: ' PLANNE A2 P. 864. 233. 6800 F. 864. 233. 6800 PREPARED BY: ROOF PLAN NOTES 1. PROVIDE CONTINUOUS UNDERLAYMENT (RE: SPEC.) AND ICE & WATERSHIELD 2. ROLL ICE & WATER MEMBRANE 5 -0" UP ANY VERTICAL SURFACES (I.E. DORMERS, CHIMNEYS. ETC ...1 3. PROVIDE COPPER FLASHING THROUGHOUT. 4. ALL PENETRATIONS THROUGH THE ROOF MUST BE ADEQUATELY SUPPORTED AND SEALED. 5. ROOFING - SYNTHETIC SHAKES 7. PAINT ALL ROOF VENTS AND EQUIPMENT TO MATCH ROOF. 55 BEATTIE PL, STE. 100 GREENVILLE,SC 29601 :� i ) V kk! CHIMNEY: FIREPLACE FLUE MIN. 2' -0" ABOVE ANY ROOF WITHIN 10' -0" MNEY: FIREPLACE FLUE . 2' -0" ABOVE ANY )F WITHIN 10' -0" n � 0 4 PREPARED FOR: P ROJ. NO. ! i DESIGNED: R RA R CHECKED: RCH #` A ! REVISI A 28 APR t Q RESOR !': SUBMITTAL 0 i -0 - f , Ellm- SHEET NUMBER 1/4"= Pe A2.3 P. 864 . 233 . 6800 F. 864 . 233 . 6800 PREPARED BY: 35 BEATTIE PL, STE. 100 GREENVILLE,SC 29601 ` i • t; i i PREPARED FUR: S t_ FRONT ELEVATION i ► r DESIGNED: RCH DRAWN: r CHECKED: RCH DATE: APRIL APRIL 1 p RESORT CUST• HOMES, t D R i SUBMITTAL 2X HAND HEWN FIR BOARD & BATTEN SIDING (STAINED) OVER TYVEK HOUSE WRAP ON EXTERIOR PLYWOOD SHEATHING RE. STRUCT, SYNTHETIC SHAKE ROOF OVER CONTINUOUS ICE & WATER SHIELD ON EXTERIOR PLYWOOD ROOF SHEATHING RE. STRUCT. STONE CHIMNEY CAP ASSURE PROPER AIR FLOW AND FLUE VENTING /CLEARANCE PER CODE GAS FIREPLACE IN STONE VENEER CHIMNEY. ASSURE MIN. 2' -0" CLEARANCE ABOVE ROOF WITHIN 10' -0" 2X HAND HEWN FIR BOARD & BATTEN SIDING (STAINED) OVER TYVEK HOUSE WRAP ON EXTERIOR PLYWOOD SHEATHING RE. STRUCT, 2x HAND HEWN FIR FASCIA (STAINED) W/ COPPER EAVE FLASHING ALUMINUM CLAD WOOD WINDOW SIMULATED TDL MULLIONS, COLOR PER SPEC. LOG CORNER POST (STAINED) PROVIDE SOLID BLOCKING AT WALL RE. STRUCT. TYPICAL EXTERIOR WINDOW TRIM: 2X H.H. FIR HEAD TRIM (STAINED) W/ COPPER "Z" FLASHING 2X JAMB TRIM @ EACH SIDE (STAINED) 4X H.H. SILL (STAINED) RIPPED TO SLOPE 2X MULLION TRIM WHERE APPLICABLE (STAINED) 2X HAND HEWN FIR LAP SIDING (STAINED) OVER TYVEK HOUSE WRAP ON EXTERIOR PLYWOOD SHEATHING RE. STRUCT. COPPER FLASHING AT T.O. STONE VENEER STONE CAP TO MATCH VENEER STONE VENEER (PER SPEC.) ATTATCH USING GALVANIZED CORRUGATED TIES PROVIDE ONE INCH AIR SPACE. 15# BUILDING FELT AT EXTERIOR FACE OF SHEATHING APPLIED LOG BEAMS (STAINED) RE. STRUCT. AND LOG SHOP DRAWINGS DIVIDED LIGHT WOOD ENTRY DOOR (STAINED) APPROXIMATE LINE OF FINISH GRADE 0 Of 19:11 Il : 1 1 1►) we SCALE: 1/4" = 1' -C kE SCALE: 1/4"= 1'-0" P. 864 . 233. 6800 F. 864 . 233. 6800 F. 864 . 233 6800 F. 864 . 233 6800 55 BEATTIE PL, STE. 100 GREENVILLE 29601 k 1 10!:11) 1 14 coili;il PREPARED FOR: A -. T.O. FIN. FL = Ill'-3 • W', 17J hatinuffim, m T.O. FIN. FL = 100'-0" (8251.0 MAIN LEVEL 0 _ _ r 1=1 � � m T.Q. rr FIN. FL = 88'-8 7/8" (82" LOWER LEVEL 2 ■ A T M I = 11 4'- PLATE = 108'-1" TRASH ENCLOSURE = luu MAIN LEVEL T.O. PLATE = 96'-1" CARETAKER ENTRY 0. FIN. FL = 86'-0" CARETAKER UNIT PROJ. NO. HRG-2011-01 DESIGNED: RCH DRAWN: RCH CHECKED: RCH DATE: APRIL 11, 2011 REVISIONS: ZL 28 APRIL 2011 RESORT CUSTOM HOMES, UC 2011 DRB SUBMITTAL SIDE ELEVATION SCALE: 1/4 = 1 R CE SCAM: 1/4"= P-0" pitzpARY'D PREPARED BY: 2X HAND HEWN FIR BOARD & BATTEN SIDING (STAINED) OVER TYVEK HOUSE WRAP ON EXTERIOR PLYWOOD SHE SS BEATTIE PL, STE. 100 GREENVILLE,SC 29601 "t 1 4 Eel i; i i 1 PREPARED FOR: SYNTHE OVER CONTINUOUS I ON EXTERIOR PLYWOOD ROOF SHE 1 ASSURI AND FLUE ' GAS VENEER CHIP 2' -0' i r — 2x4 HAND HEWN Fl Wj COP ALUMINUM SIMULATED TDL MULLIONS TYPICAL E 6" DIA. LOG TOP & BOTTOM RAIL (STAINED 12" DIA. LOG POST (STAINE[ LOG DE( RE. STRUCT. AND [ ; ■ APPROXIMATE LINE LOG KN. RE. STRUCT. AND t COPPER FLASHING AT STONE CAI STONE ATTATCH USING GALVANIZE PROVIDE C 15# BUILDING FELT AT EXTERIOR APPLIED Lt RE. STRUCT. AND I LOG COR PROVIDE SOLID BLOCKING A APPROXIMATE LilNL- Ul 1 11411 -ii VI \YIVL 11 y R B SUBMITTAL r REAR ELEVATION SCALE: 1/4" 1,_0„ n o 1: SCM.,E: 1/4" -1' -0" P. 864 . 233 . 6800 F. 864 . 233 . 6800 PREPARED BY. 55 BEATTIE PL, STE. 100 GREENVILLE 29601 , 1 ,4 ck lf;i is) k Kkl) k PREPARED FOR: Lo �11 �T.O. PLATE = 110'-1" PANTRY / - & T.O. PLATE = 108'-1" ' ENCLOSURE I CA T.O. FIN. FL = 98'-0" (8249.0 A.M "FRONT OF GARAGE T.O. PLATE = 115'-7" DORMER T.O. PLATE = 111'-3 1/8" 8 � DINING ROOM� N. FL = 100' (8251.0 A.M.S.L.) MAIN LEVEL I ® � » � r r 88'-8 7L8" (8239.75 A.M.S.L.) LOWER LEVEL It R B SUBMITTAL ANNEIFL'.-�� m n w SIDE ELEVATION SCALE: 1/4" = l'-O" SCALE: 1/4"= 1'-0" m It P►OJ. NO HRG-2011-01 DESIGNED: RCH DRAWN: RCH CHECKED: RICH DATE: APRIL 11, 2011 REVISIONS: 28 APRIL 2011 CUSTOM HOWS, LLC 2011 P. 864 . 233 6800 F. 864 . 233 6800 I I L- - -J BASEMM AAA: FINISHED AREA: 3,842 S.F. 1 f"~V A, '&Vr, ! l T 1 VW" ♦ At! A T7 i WA ru+ L X&%A.lL1. "T,Nv r 17.i . TOTAL WALL SURFACE AREA: 3,486 S.F. TOT UNEXPOSED WALL SURFACE. 1,564 S.F. PERCENTAGE OF WALL UNEXPOSED TO SURFACE: 45% www wn•ww. t rww �w �r . � • �•�rw�w,w� r•� .rrr •r.r�• • ir. . wiw 1 GRFA FLOOR PLANS GRFA SCALE: 1" = 10' TOM RASAMWALLSWAM- 933 S.F. UNWOSF;D&+iSI3MWWALLSURFAM 78U. 1 GRFA ELEVATIONS GRFA SCALE: 1 " = 10' -- If IL - - - - -- I - - -- II = —�I i 1 L� ( I I t F II I Ilr��(I II 0 I II II I I I Il I I I IL J I ( ( I - I ` 114 S.F. I I I I �� If L - - - - �j LL�� jl Ij 1( =jj I 1 ( { I I I I +; UPPER LEVEL AREA: FINISHED AREA: 1,142 S.F. VAULTED AM ABOVE 16' TALL: 0 S.F. i I TOTAL UPPER LE MM GRFA: 1,142 S.F. I I l I I I I I I I i t f 1 1 () I I f I I I I I II I( 1:' t!i ! 77-M !"M i ! VX t t 11 47 • 1 It :It i �: • ! ' :!i BU RDINGHE IGIM ALLOWED: 33-V ABOVE HffMRIC CRADE ''!POSE!! : 33 ABOVE :tl. i' GRADE ALLOWED.- 33'-0* TO EAVE FROM FNSEED GRADE PROPOSED: 3T-e AT EMT ROOM GABLE EAVE C' i ` ,12 I" . �,, I 0.46 of site area < 10,000 sq. I = 4 S.F. 038 of site arm> 10,000 and515,000 sq. $• = 100 S.F. 0,13 of site an 15,000 and530,000 sq• L = 930 S.F. TOTAL: 7,430 S.F. GARAGE ALLOWED: 1,200 S.F. PROPOSED GRFA SIJIVMaY: BASEMENT AREA (4,207 S.F. X .55): 2,314 S.F. MAIN LEVEL AREA: 3,836 S.F. UPPER LEVEL AREA: 1 S.F. TOTAL GRFA: 7,292 SY. .7 X. P V'l • 4 J .7 • V V V V F. 864. 233. 6800 55 BEATTIE PL, STE. 100 GREENVILLE,SC 29601 w WWJ1ES0RTCUST0XCQM P ROJ. NO. 1 ! DESIGNE R CH DRAWN: W R CH CHECKE R CH !' APRIL 1 i REVISI Z� APRI 2011 C RESORT CUSTOM HOMES, LLC 2011 R SUBMITTAL GRFA SUM S SCALE: 1" =10' w un I a mim 340 S.F. @ 16' VAULT 82 S.F. a- 16' VAULT /�( � r� / II I L i lo 122 S.F. @ 16' VAULT I rmW r 1 S.F. ' E trl • . . SY i AREA :O :t 1 1 1 Irk/ ' • GARAGE AREA: 1,029 S.F. TOTAL GRFA: 4,865 S.F. Inrim a l rIN T% •d 5 ( DW FEET ) CONSTR BERM AG NECESSARY 0 PREVENT ANY OFFSITE DRA FROM MIGRATING TO THE DRYWELL w:000»1 s:54n� ------- INSTALL DRYWELLAJ LOW POINT IN- YARDRIMB'=34.50RECT ALL DRA T0DRYVVELL. SEE DETAIL ON SHEET C2 REFER nJGEOTBCHN!CALREPORT JOB. NO. X>0D00:0O(BY XXXXXXXXXXXX D/TEDXXC00XX BWo9.0 DRAINAGE GWALES-- TOBEAMINIMUM OF 1'OEEP.TYP. 1 � ~ 1 3' b I A 16 . cn 44 W 90 00, PROPERTY UNE,rYP. z1=2018'38-/ R=160.00' »' L=56.7 T=28.60' ox 8RG=O79"1g'13"E CLEN=56.42' MATCH T0EX. `-11:57110 ma/cnmLx EDGE DFROAD EDGE v,xvxu DRIVEWAY INFORMATION: SN[WNELTEDDRIVEWAY ZONE A|S THE DRIVEWAY LOCATED WITHIN THE PROPERTY LINE. SNOVvMELTED DRIVEWAY ZONE 80 THE DRIVEWAY LOCATED WITHIN THE TOWN DFYA|L THIS AREA WILL HAVE IT'S OWN SEPARATE ZONE WITH THIS ZONE CLEARLY MARKED xT THE CONTROL BOX. A4'W0E UNHEATED CONCRETE PAD SHALL BE LOCATED ATTHE EDGE OF ROAD, THIS PAD WILL HAVE A2" INVERTED CROWN 2'FROm THE EDGE OFROAD. ~~~- � TWA6.0 --~~ - ~-�PnopenTYuwEa .~~~ «^ ' D|MENS0N.TYP. _ ~_ '`:6820" / E ~ --~- - ` EDGE OF ~--- EXISTING ROAD ' -_.--. ' .-~-__ .\ -'_-^- -------~ <��\�/u.,' � ~-~--' "o�� ` -_-- ^' /\=42'00'00" ��00' T=34.54' eRG=S88^52'34^YV CLEN=64.49' UTILITY INFORMATION: AT THE TIME OF SURVEY, ALL UTILITIES & SERVICE LINES WERE BURIED UNDER SNOW [T|8 ANT THAT EXISTING SERVICES n}THE EXISTING STRUCTURE WILL BE UTILIZED FOR THE NEW STRUCTURE. LOCATE & VERIFY SIZE OF THE EXISTING WATER SERVICE. CONTACT EAGLE RIVER WATER & SANITATION DEPARTMENT REGARDING WHETHER THE WATER SERV WILL NEED TO8EUP8|ZED.|F THIS (8 THE CASE, THE NEW WATER SERVICE WILL NEED TO8E RUN FROM THE EXISTING MAIN LINE, & THE EXISTING SERVICE WILL BE ABANDONED AT THE MAIN. ANY STREET CUTS NEED TOBE COORDINATED WITH THE TOWN OFVAL CONTACT JULIE STUCK ERYYGD REP. 87O477-545O CALCULATED LOT AREA �08 AC.± BUILDABLE AREA: O.5OV8C� AREAOFSNOVVMELTEDDRK/EVYAY:2171SF± AREA 0F DRIVEWAY 8NOYV8TDR/xGE:218SF± 1+7O PROFILE: CENTERLINE OF DRIVEWAY � ° u�� m �� m��m �m�w�, DESIGN wmEVEWNAM // � .��~�~ . Xx� 1 CON TREE WITH TRUNK DIAMETER BUSH WITH DRIPLINE DIAMETER NORTH AMER GREEN SC-1508N EROSION CONTROL FABRIC SN0WSTDRAQE AREA CONCRETE SN0VNWELTED DRIVEWAY ZONE HOMEOWNER SN{%WWELTED DRIVEWAY ZONE TlV BUILDING SETBACK ORIGINAL SURVEY NOTES 1) DATE OF SURVEY: 1211/10 BY EAGLE VALLEY SURVEYING, |NC..JOB NO. 3277. 2} SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED PLATS, EASEMENTS OFRECORD THAN PLAJTED),ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 3} NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT /N THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. |NNO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT |N THIS SURVEY 8E COMMENCED MORE THAN TEN YEARS FROM THE DATE DF THE CERTIFICATION SHOWN HEREON. 4>1.5-DF SNOW ON LOT AT TIME OF SURVEY; SOME FEATURES MAY EXIST BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING. 5) BASIS OF ELEVATION: SEWER MANHOLE 0720 (LOCATED AT INTERSECTON OF HORNSILVER CIRCLE AND CABIN CIRCLE) INVERT OUT ELEV=&21o.O 8} BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND AT SE COR AND PC LOT 11 r) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN 0NTHE LEGAL DESCRIPTION ONLY. A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. 8} THIS SURVEY AND THE INFORMATION CONTAINED HEREON |S THE PROPERTY OF EAGLE VALLEY SURVEYING, INC. AND |S INTENDED FOR THE SOLE USE OFTHE ORIGINAL CLIENT ONLY. ANY USE OFOR TRANSFER T0 OTHERS |0PROHIBITED. 0> BUILDING SETBACK INFORMATION 0 NOT PLATTED. PRIOR TO ANY DESIGN OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY TOWN {>FVA|L SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. 1O) POSTED ADDRESS: 112?NAIL VALLEY DRIVE THERE ARE NO GEOLOGIC/ ENV HAZARD AREAS OR1O0YEAR FLOODPLAN8 SHOWN 0N THE SITE TOPOGRAPHICAL SURVEY SEE SITE NOTES ON SHEET C2. Civil Engineering LECCEND TW TOP OFWALL 0N BOTTOM OF WALL Suite 201 [B GRADE BREAK x: 970.384.2833 HP HIGH POINT LP LOW POINT --8268.2 PROPOSED SPOT ELEVATION ----'''----�------'''----~�---' Hermes Resoft Properties DRAJNAGESWALE Edwards, CO 81632 =� FLOW ARROW --+wo---wo---Wo---Wa---*m-- LZ PROPOSED WATER SERVICE —SL —SL —SL —SL —SL -- PROPOSED SEWER SERVICE PROPOSED GAS SERVICE ---------o---------a-------- --------e--------s------- PROPOSED ELECTRIC SERVICE PROPOSED TELEPHONE &OAJVSERVICE --------T--------r------- LU SEDIMENT CONTROL FENCE ------ouF --------ao,------ PROPOSED MAJOR/MINOR CONTOUR EXISTING MAJOR/MINOR CONTOUR CU EROS BALE LIMITS OF DISTURBANCE co EXISTING FENCE DECIDUOUS TREE WITH TRUNK DIAMETER Xx� 1 CON TREE WITH TRUNK DIAMETER BUSH WITH DRIPLINE DIAMETER NORTH AMER GREEN SC-1508N EROSION CONTROL FABRIC SN0WSTDRAQE AREA CONCRETE SN0VNWELTED DRIVEWAY ZONE HOMEOWNER SN{%WWELTED DRIVEWAY ZONE TlV BUILDING SETBACK ORIGINAL SURVEY NOTES 1) DATE OF SURVEY: 1211/10 BY EAGLE VALLEY SURVEYING, |NC..JOB NO. 3277. 2} SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR AMENDED PLATS, EASEMENTS OFRECORD THAN PLAJTED),ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. 3} NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT /N THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. |NNO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT |N THIS SURVEY 8E COMMENCED MORE THAN TEN YEARS FROM THE DATE DF THE CERTIFICATION SHOWN HEREON. 4>1.5-DF SNOW ON LOT AT TIME OF SURVEY; SOME FEATURES MAY EXIST BENEATH SNOW THAT ARE NOT SHOWN ON THIS DRAWING. 5) BASIS OF ELEVATION: SEWER MANHOLE 0720 (LOCATED AT INTERSECTON OF HORNSILVER CIRCLE AND CABIN CIRCLE) INVERT OUT ELEV=&21o.O 8} BASIS OF PROPERTY LINE LOCATION: MONUMENTS FOUND AT SE COR AND PC LOT 11 r) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE AS SHOWN 0NTHE LEGAL DESCRIPTION ONLY. A BOUNDARY SURVEY WOULD BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. 8} THIS SURVEY AND THE INFORMATION CONTAINED HEREON |S THE PROPERTY OF EAGLE VALLEY SURVEYING, INC. AND |S INTENDED FOR THE SOLE USE OFTHE ORIGINAL CLIENT ONLY. ANY USE OFOR TRANSFER T0 OTHERS |0PROHIBITED. 0> BUILDING SETBACK INFORMATION 0 NOT PLATTED. PRIOR TO ANY DESIGN OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY TOWN {>FVA|L SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. 1O) POSTED ADDRESS: 112?NAIL VALLEY DRIVE THERE ARE NO GEOLOGIC/ ENV HAZARD AREAS OR1O0YEAR FLOODPLAN8 SHOWN 0N THE SITE TOPOGRAPHICAL SURVEY SEE SITE NOTES ON SHEET C2. Civil Engineering Surveying 923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.69-52 x: 970.384.2833 Seal Client Information: Hermes Resoft Properties P. O. Box 2633 Edwards, CO 81632 LZ LU CU co a- PROJECT NO. 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