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Home My WebLink About2794 Snowberry Site plan.pdf , , 2794 Snowberry Dr. - • �``illit'Ai7 " " '` _ LegendV. ti, 7;, ,°` .,..,,,,„ �r-c 7(4 a-) 2794 Snowberry Dr r� „.,„ , e-S. et. IF ,te,,4 , eioefli-, ��< "' " S�eG / pi`�'��-COQ er .7, . ' Cl-C:,q-\`4'5' c.,N) .1°. Volloiw. i - •Il. . * . , . Nr 'C'. . ,..,-1 et 4 _,. ri 60 °°° .°°r '/..°"..#. e°°'°°e - Al; I' .....74.......4....._t_p411r- , • �/ s 12 , X $ e e Nrgh�• . .. ... ..„...„,..„,.. . ... " , , ijovp rt440446' a , e,ior .. .. . .......- .. . 4 i '- if . s' , *. ''' 4%a 14, f: ..,,• . . 0 _ ._ ,i., .• ,...,t_ ., • s.„ .4. ',, . , ;Oka:Tie -',' # - , ."7h11/1 . . A. ; \ ,I r - r .1.-_..• ` ..' '. ill_ ' ... • w , . r v . or• . .. po. . _ ,,....7Z' -..„4/ ,_ 0 • ^ ,. ,n _, , * •'4 *%,„.„..5 . .a. "1 . it 111F , F '. tr. dips t L -n� C_.1Qs . • r , 1' 't }w _ r ,�► ., -..,.. .N. — r.' 4 - .--. a Zr . r �c t�• a 1 2794 Snowberry Dr T Y;: ". 4 "' - �, 4 aQ� y *'- _-• w r// fir`, vr • . • a 4-r— - - 5 ' . 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'.Q WN O w '^ // / `. rnnN., I- U / / / - - ---- ",,,.-.---• LIMITS OF DISTURBANCE/EROSION �, Z F e PROJECT INFORMATION-SITE INFORMATION /�/ / / \ •/ CONTROL FENDING I# ADDRESS: 27945NONBERRY DRIVE,VAIL CO 81657 •// / / / / \ /1 / / i \1 ~ .. � � I U LEGAL DESCRIPTION: VAIL INTERMOUNTAIN DEV SUB SLK 9,LOT 16 // / / / Z PARCEL N6 2103143-01-046 /// // \ / / \ _ \_ - Q LOT SIZE: .T2 ACRES •/ / / / / / r / ` \ ' BUILDABLE AREA 19035 SF �� RECD.PARKS SPACES: SIDE A-3 SPACES,SIDE B-4SPACES / / / \ / _\/ / - \\ \ o PROM.PARR&SPACES,SIDE A-3 SPACES SIDE B-45PACE5(7 TOTAL), et 1/ /\( // L 8049,4 y +6UNENCLOSED,13 TOTAL CO.• / // / /� // _ _ / \ _ rD T 77 Ri DRIVEWAY AREA: 3,1495E t�� / �/ / \ _� - Y- SNOw STORAGE AREA 1578 5F(944 5F,OR 305 MIN REQUIRED) ", / / / �� / �'o! \ \ `Ri `- PROPOSED RETAINING WALLS ON PATS ING AND ROWDNA1 T E i y // / / / / / ';'F,T, \ \ \ ` �B ,{.-- EASEMENT PER PEC 17-0020 To Fee. 8 GRFA ALLOWABLE:E: 8,5115E // �/ y / �� \ \ 1 GRFA PROPOSED: 5432 SF(SEE GRFA PLANS) �// / / --- // / /�\/ J 'TF.\ \ \ `\-'"'"-• �, I;•• y LANDSCAPED AREAS:. HARDSCAPE:993 SF,SOFTSCAPE:12005F / / \ \ \\ - - - -s...„, I I\ , 1 SITE COVERAGE 4643 PROPOSED 6207,ALLOWABLE L,, / `� ey4 3 BUILDING HEIGHT: 33'MAX ( ) N0''/ // ..//-r J / / // / // ~ \` \ \ \ _ \ \,„ TIEN>L X j DWELLING UNITS: 2 O/ /// / - - /X/ \ / \ \ \ TO WALL 0061'(+2�TO WALL 806Y+2 \•-•...,..EMPLOYEE UNITS: 0 f / ' / / / \ \ 00 WALL 8055 ( ) TO WALL 8060'(+3') 8052.2' y/ / UQ1E / _ _ — i / ' '• X \`TOWALL8066'(+3')-eOWALL8059' Bowquea57 ` `CPPPAOIED re G� O GAS AND ELECTRIC,.‘• ' \ r^; nuirAiF u Lun .0 M:IG u'coE�T.EtEo. F O O ,I i l / METER LOCATION \ \ BO WALL 8063' \ \\ \ \ `� /R n,p WE D lT4eu:gD. O \ TO WALL 8077(+4') �P !TS`A �/ / / CONFIRM SEPARATION / \ \ \ _ TO WALL 8066'(+4') t I.;7trso r/.411, 111' / \\ \ 'BO WALL 8068' T.' G Frau-� 517E PLAN GENERAL NOTES 1 ` J _ i i/ REQUIREMENTS WITH RESPECTIVEUTILITIES \ • �/ ,4ciir 0411 tea:l�,� " BoWALL a06r ,,,,,,\ -'^�- "3� / / / \\.SNOW STORAGE'REA,: ' \��• - �_��'•.V'�-):w�^ \ ,, 4 LONFI WATER CONNECTION !; �11 I. SURVEYINFO TUS.OU(INCLUDING PROPERTYLINE,EASEMENTS.BUILDING /� \ `' / / / 25'FRONTBUILDING SETBACK /� �� •. ' ` / IN FI' \i "-7505F+/- 'may E r¢•niwENVELOPE,UTILITY STUB.OUYS AND TOPOGRAPHICAL INFORMATION)TAKEN FROM SURVEY / / i / / _ 1. r' !1 TO WALL 8072'(+4') Ett1R2. •z` PERFORMED BY PEAK LAND CONSULTANTS..TOPOGRAPHIC MAP LOT 16,VAIL \ / i / / / / / \ r- v 0I �• (� BO WALL 8068' < 'POO;CZNVOI¢NO \ ..--.-• ......... / \ `i' it-.:-��, V/.. " I" 41 TLaw CdrRtI DDTq(;T �� INTERMOUNTAIN DEVELOPMENT SUBDIVISION,TOWN OF VAIL.EAGLE COUNTY COLORADO' / / /- \ /r •. �1. -_ 1- \ \ - ✓� OA`A•✓!8 OtTERM I+eWAL rv., C P� PROJECT NUMBER 1602. L v _r____ / / ..... / // \ \ T \ 4.:•;in, A� as& TO WALL Br•5 80550 \ EMSE� 2. CONTRACTOR TO PROVIDE EROSION CONTROL FENCING AND EMPLOY MEASURES AS - / / UNDERLYMIG CONTOUR: / \ \ \ WALL HT 3' 1� • _yy^\ �_.,. 1 1 INDICATED ELSEWHERE ON THE CONSTRUCTION MANAGEMENT PLAN. ...-+- / 50795' / _ \ \� i r p n' v1 ^ �, i,lit �1', - aeo, \ VA SHUTOFF \ 3. PROVIDE 105 MIN SLOPE AWAY FROM BUILDING FOR THE FI RST IO ANDAMINIMUM - VE / / / 6079.4 \ \ �` •..-._. ~ ~ 1f �.: �I '("II I \� \ (+ /�� SNOWBERRY DRIVE .✓ / d / / 8°7 ✓ 80.•'•. R� TO .4%� 3. 25 ON ALL PAYED AREAS.UNLESS NOTED OTHERWISE ALL FINISHED GRADES SHALL / / , \\ "0"` -WALL H73' • fig" r \ (� 00 ALL:.. PROVIDE FOR NATURAL RUNOFF WITHOUT LOW SPOTS OR POCKETS" – — — — — / / T�� BDIO y\ ` q. \ g • . `. !Np '' (50 RIGHT-OF-WAY) 4. CONTRACTOR TO VERIFY EXISTING SITE INFORMATION,INCLUDING STRUCTURES, -- �� — — J ./..........:„../ It��A�l \ WALL HT 2 •�`� NM•` ? 1I'�VI \ .•\1 i1. \ \`N I 80577 UTILITIES,PROPERTY LINES,LIMITS OF ROADWAYS ETC.THAT MAY AFFECT THE SCOPE OF DRIP-THROUGH DECK AT . ''''%'a'. WORK PRIOR TO CON57RUCT10N. - 0/09 UPPER STORY / MI/2111.1M M-•_-w r / nn ' t WV, � -cy \6-r��)1 •+ TO WALL 6066'1+4) /\ I- ,,q; l / �Ir'\` S_- SBO WALL 8062' PROPERTY LINE \ W 5. PROVIDE FOUNDATION PERIMETER DRAIN AND SOIL NAILED WALL STRIP DRAINS / /•• I R 8 -^L' 'Y '� •j••••......).1 ��1�r 6 )n 6 ,‘.. \ N. PER SOILS REPORT. LL �� - - - / / . •�� s s® 9s - .�.F k `V,�.•)L��j� �•lV i1"•` TO WALL 8068(+3.5') SNE COVERAGE ..6 ''Ba/ n � E5 • '`y`t�� ,LBO WALL 80715' 6. EXISTING UTILITIESINFORMATION(ELECTRIC AND TELEPHONE 51UP OUTS)ARE INDICATED ON THE - -- - - - -CALCULATED BY r l 1'•% + ' g:,(::. •..•.•....-.,.:1..--:-.:.•.,.._. ..•_-,--_--.-11 :••,•:-.•,&_•,- .� C -'.,(4 •...1,,_, , \ 1 \ SITE CONTRACTOR IRESPONSIBLE AND ARE NOT INTENDED TO CON EXACT LOCATIONS. THIS LINE.INCLUDES -_� s'-- + 7 '\ • FL S - ea L��+�i. `Y)n'-• \\ Q I5 RESPCF151BLE ACCURATELY LOCATING AND CONNECNNG TO - FRONT PORCHES / 'I X40 - ( _� �. � /• (_~ _BSc '0 �n r ' EXIST 15 RES.PO SHALL FORACCCOMPLY RATrrH LYLOCLL TING LODES. t - ..... L'til = _ • ..-'4 - 1.'‘‘,...',......!:„.„7.4%i•'F $ � I i . y eP• •i Vii- '� t,- ,, 1— e ) n�^i� rOlAueo65'(+4) 7. ALL 501E COMPACTION SHALL BE MADE IN ACCORDANCE WITH THE SOILS REPORT • / # •''`I # F.8073 / •.�'a ct BO WALL 8061' \ Z PREPARED BY THE GEOTECHNICAL ENGINEER. - - SOLID LINE INDICATES II I •,'i/ / ' • �{' ^yam \\� '-'\--1:4--.--*'-'-. .--� A4 :''' •,Tg\1, \,\ �1%11 •, V 9.3. �/ O 8. THESE DRAWINGS DO NOT SPECIFY SAFETY MATERIALS,EQUIPMENT, - - - - ROOF OVERHANG • +� ^� • _, ,� f • _ •\ V62\"P d J (,e �3 TO WALL 8071'(+4') EDGE OF ASPHALT \ Ce N CONSTRUCTION MFaNS,METHODS.OR SEQUENCING TO PROTECT PERSONS OR PROPERTY. 1 AO 2I., •' / •�. \ \ \ .•.. A V fq''� ♦ ,• -' a1^.. Al BO WALL 0067 / j IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DIRECT AND IMPLEMENT SAFETY - - .1 -•1/2'OVER .,'.j• • • '�; • ',•'-----' 1' ' /' //4 \ \YFok .�1 ".'/ I \J W OPERATIONS AND PROCEDURES TO PROTECT OTHER CONTRACTORS.THE PUBLIC.AND DASHED LINE INDICATES r T,O.UPPER FLOOR PLY g083 ? .IO.l/z' - • / "`III}}T :1 C OTHERS. BUILDING FOOTPRINT I Ta09T-0" pp, �...\\.•. ) \, y/ '\ \ //�.r, \ \ 80TV \ n'\ N _ / �L1_ \ ,� TO WALL 8065'(+4') Nh \ PLANTER ELEV: \ �' I r/ WALLAa�e'(+5) .y • \ / ' )'\ BO WALL 8061' -Z LA 9. ALL WORE TO COMPLY WITH APPLICABLE CODES AND ORDINANCES. _ 0608 1 \ 8077-0" 71W C I 11/ o 4 \ \ ' \,; 4i,...1\.2„, S G.0 -8097 r'I \ _/ 1 \ I STORAGE yF6•r . � `{' r .� 5\ ELECTRICAL VAULT-V.IF. O j-4.2 10. BOULDER WALL NOTES REFER TO STRUCTURAL DRAWINGS FOR DETAILED TYPICAL - - •\ I I.' 1/ \ Q�,.T �' _ DOULDER WALL DETAILS.UNLESS NOTED OTHERVOSE,BOULDER WALLS SHALL NOT BE �- • L 1n. �PLANTER ELEV. \- RVF'� �`•1F 41 1 1 CLOSER THAN 4'70 EACH OTHER.AND MAY NOT ENCROACH IOWITHIN 2'OF ADJQINING _ - BO94J`! II lip NEM �r a.�)^'1 80756• ! 8074.0' � �t^J'J" \ X24• \ 1\ T'o t'' : (V•7:11C ATO \ea wnliBma(�) 0u PRIVATE PROPERTY LINES. Z ,.I FLAGSTONE PATIO ELEV: \ G / 9061 Z SEWER MANHOLE M9040 v, 8096 �� + 1 B 0070.0 - - - -wee; ` 8090-6" - - - ,. a• ``' RIM ELEVATION>8063.2 _ - I n�n I RIDGEELEV: �INI6, 0 :6:;..,...N,.... .. T+ TO WALL 8066'(+3') Z ei �_ -- SOO �l N'4' rali ,.r• c - ® ' ,� `, om. .y\80 WALL 8062' INVERTELEVATIONELEVATION (NN)-80570 W > \_ til y - ' ',Rs T o �i III , 8113'-1d OYER o, 7�y g, �„ • •` \• : ., ,. INYERT'cLEYATION(N)-80565 �y __ 8088=25'4 U Aid > T ^� _ 0 j \DRAINAGE INLET - - �� . Ii. ,Ili . e}�-�l�l , , `` ,v) `.._t,y'LLA \ 2 ROWS OF STRAW (PROJECT BENCHMARK) g,, C!� ' •R� R• 'I r NCE - r 1• \ \ /l f`• } 1 STAKED IN PLACE PER MFR. GRATE 79045' 0 �� • N �i-=. I�,t- -J•" u a`\ EROSION CONTROL WA7RE P SITE PLAN LEGEND \ INVERT:7960.5' - - C r ,16 �q1Ir �' \ g 1 PLANTER ELEV: - / I . T.O.COIL SL B GARAGE 11 TO WALL 8085(+4')\ Y3j r■�' )Cis I ! et V [p• • •• PROPERTY LINE \ -. �{ �1 \ 908.9'-4' I •� l \ T(+4') Y `'(^ Y �•l w WAIL 8066 J+3') 4JJ • 8074'-0" \I`� BO WALL 8081' , a — — — — — '� 1 Ill \� 8069 d 1T ■,7 Y • SNOW STORAGE AREA: 1 /� EASEMENT m �1 ■ II EXISTING TREES TO �`. ° J r �BO WALL 8(185' \ m '1, \ 253 SF+!- + v/ '�P BUILDING ENVELOPE ~_ate 4/•� �`�(•.ER I Ii BE REMOVED -� I n> :Ir_ a- I GAS AND ELECTRIC \ 1 (�1 4�, �� - (\ // 1,11 \ FH 811 ", '.�• -. II .T I.PLY 2ND FL a '6'10"OVER _ METER LOCATION �� i� _ I I io O CONTOUR-E%ISTING 2 !!�-- • 8•% 5 8088'=25-1d' CONFIRM SEPARATION - � ` '.. '.4.- I' OUTFLOWRIPRAP ` J O �- CONTOUR-PROPOSED TO 4 1 ~ �� -�V1). �" • II TA.MASTER FLOOR PLY II I REQUIREMENTS WITH RESPECTIVE �� '�I• r� i • `• ,.\BO TO WALL T5(+1.5) I MASTER' • .,7 - 8168' TO WALL 8111'(+3')� \ '01,"•\ 'I•: -PAHO ELEV.:II STOP-� 1 I. I 1 44, `-' �- -, r \ �II C ISSUES FOR: DATE LIMITS OF DISTURBANCE/EROSION 60 WALL 8108' �� - \�) +'8100'-6" I / \ ($,( A EXISTING 18"DIA CORRUGATED CONTROL FENCING -- - of d + , T•. PP: IeR PLY W^-,'„4,`••'`h TO WALL 8072(+4') •i i11 80680, •• \ CONFIRM DRAINAGE CULVERT: J W-W-W- - •� BGSI-•• �_� ♦ BO WALL 8068 4i. 1 f\ \ I CONFIRM LOCATION,512E AND CAPACITY n - rIA ; OF CULVERT AND COORDINATE jEEPOSI OUMENT *MILER WATERLINE-PROPOSED 1 II 1 'TO WALL 8075(+5') /` '({�1 r" `\L\ `,T.' LVITH ERWSDS REQUIREMENTS FOR O BOW ViA ,) ./) �• �� • Di Oil I BO WALL 8074' �� v/..6 •,Lt: •\\`• 1 kli / OVERFLOWCAPALffY. -ss-�- SANITARY SEWER - �[v�, �^ V�`f, +� w D-D-D- GAS LINE NN\ �1 ��1 \� -• / 8A096 BEV. ` \ \ \\ �l�\^- �o" • \` ` •r. g064.T 1 -E-E-E 9 ELECTRIC LINE \ \\ TI'I �� •,'1 e-.-I... . ! ��' ` \ I \TO WALL 8072'(+4.5) ,�4 7��• L 1 \\`.T• ! -.I 4'WIDE CONCRETE PAN ' h -NSPAT TELEPHONE LINE 1 �•r\ �((�I+, l�1, Cli"'c- FLAGS'ONF PATIO v BO WALL 8067"5' 5 ,, �'...11 8066" PER TOWN OF TAIL ��i WITi g0 LDE2 SITE WALL i ``/•- �/ IEISpN WTE 0 p r•� \ TO ALL 06(+59' �'_'1"`.` �J� \ \ IJ J Bpm\ \ �� 1 TO WALL 8079'(+5) 1 ``�, '.\ a.. ;11 ,CONFIRM UTILIT'CONNECTION ,yam c OIN751N FIE LD \\LD w• at0a _� tesla,^ - \ l - -'.\y BO WALL 6074' tl`� ♦ . "�'�. ss Os —f BOULDER WALL WITH ELEVATION `_'lam il� — L'^j•� ��J i l 1� t I ��k LA r�• \ !$—a—g- -�—g—� �C MARKS stop"! /7L/� ..• 1K'(+6' V B,,\ \g "'�1`-'l�I�1 •\TO WALL 8100'(+3.5')o % `15'S1 LBUILDING SETBACK.g� Si :jt 44 '54.507-iii,TOR : 8066 a SPOT ELEVATION �' ` 'i9\\ ¢� BO WALL 80969' , -`��`{- l' Y\ c, •�^� '....100, --32.,-,„Z._, ;144 4 80TY-0" SLAB/FLOOR ELEVATION ) - \ g\ \ \ �\` \ ".!..�\ ` '/I',IL T.O.CONCSLA8 I 1- VV ".1 111/ �+§ , Q /Qy, 8,0? 1 7.5'ORAINAGE AND UTILITY EASEMENT \�1�,1 \ , :r� CURB CUT J 117)�. 10 WALL 81025'(+6') \ \ \ \ \ \ 1 A :•) PROPOSED ASPEN CLUMP ,9Z"L9Z -M,9 \ \ 12'WIDE ASPHALT DRIVE =WALL 5096.S. \\\10,),,,_ 11 111 ��/ V/L r ,��,�T•I /- • • +!��,, iii, •t••_\••_4-••-••-••-•• s��••-••- •7-•� •• ••�•. )A �4. .�.�.\�• 4 @•\. • Ii� (UNHEATED) 1 uY,», I` \' ,F•-q� \ m \Y)\ \ PROPERTY LINE g �y ) N moacr numam ,6.! - PROPOSED EVERGREEN TREES ` TI �F \ N 1 \ \ I G�.__ _%� , -\ . \ -\ J�/ � •.f., BOWALL18067 fg I i 1 r� \ \\ —�— — � \ _ -i-..--/-77,4\ --, -\- \ \Cl'/ ,� TO i SITE/ GRADING � � SITE GRADING ") EM511NGTREES TO ESE REMOVED \ /f /" PLAN K _\ \_ ► x ! g/ ��yr��CICC��i 1 SITE/GRADING PLAN /�� \ J/ J/ A`4\ I - //�( 1 \ \ \�, \ ./=i"- \ \ la 4 10 24 3d C1.1 ,•=,U'-0• `LJa (7\........._/ v OF!(FRAI NOTFY' \ jJ00JW 1. DATE OF TOPOGRAPHY;OCTOBER 18,2007.ADDITIONAL TOPOGRAPHY:SEPTEMBER / "6,17,1 14.2012. ADDITIONAL TOPOGRAPHY FOR REMAINDER OF LOT 16:APRIL 5,2013. ADDED WATERUNE AND MISCELLANEOUS UTILITIES ON LOT 14 MARCH.24.2014. ADDED ELECTRIC MAHOLE,CULVERT,MISC.UTUTES LOT LOT 15 JUNE 15.2017. 2. PROJECT BENCHMARK:SEWER MANHOLE MH040 LOCATED NORTHWEST OF NE COMMON NORTH LOT CORNER CF LOTS 15 AND 16,RIM ELEVATION=8083.2,INVERT ELEVATION(NE)=8057.0 AND INVERT ELEVATION(N)=8056.5(SEE DRAINING). Curve Table 3. ORIGIN OF BENCHMARK:HARM CONTROL POINT'SPRAODL£ELEVATION-8287.82 !f (NAV)BB). Curve Central Radius Arc Chord Bearing 4. PEAK LAND CONSULTANTS NC.DID NOT PERFORM A TIE SEARCH OF THE Number Angle Length and Distance SUBJECT PROPERTY TO ESTABUSH OWNERSHIP,EASEMENTS OR RIGHTS-OF-WAY OF CI 8623'55' 71.10' 107.22' 52219'351V 97.35 RECORD.RECORD DOCUMENTS UTUZED IN NIS TOPOGRAPHIC MAP FOR LOT 15 WERE PROVIDED BY STEWART TITLE GUARANTY COMPANY,ORDER No.7039072, C2 52'56'53" 99.06' 91.54' 505'36'33V 66.32' GRAPHIC SCALE GATED AUGUST 3,2007.AT 8:00 AM.. NO TILE COMMITMENT OBTAINED FOR LOT / 16. C3 44'33.20• 99.08' 7705' N54'24'34-E 75.12' / 20 0 10 20 40 5. NONCE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION L�1� ✓yx it BASED UPON ANY DEFECT N THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN ND EVENT,MAY ANY ACTION BASED UPON ANY (DI PERT) DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE OATS OF CERTIFICATION SHOWN HEREON. 7. / 1 inch= 20 (G TOP F O BACK OEL OF / / CURB AND CK F R GRAVEL ROAD sA-- IeTas --------- +� SEWER MANHOLE MH040 I 'P� �• i ,` FOUND DISTURBED - 0 INTA2 / I No.4 REBAR RIM ELEVATION=8063.2 �,A \ INVERT ELEVATION(NE)-8057.0 s>y�� I n+� INVERT ELEVATION(N)-8056.5 FIRE HYDRANT / 18'CPP SURVEYOR'S CERTIFICATE (PROJECT BENCHMARK) / '4/.----.'°---- 0,,, AP (TYPICAL) / / INV.6077.6 I,BRENT BIGGS,A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER NE LAWS OF RT\I J i( THE STATE OF COLORADO.DO HEREBY CERTIFY NAT THIS TOPOGRAPHIC MAP WAS -0111\i ' •� 1s MADE BY ME AND UNDER MY SUPERVISION AND THAT THE MAP IS ACCURATE AND 40."---..""" Y Y FLOWLNElilrierir" E / CORRECT TO THE BEST OF MY NNOVAEOC!' �"'�Qy1i8ERR' WP.n �� // � ' \ / „.../.."--"',.." I-.- (50'1WGHT-a� ASPHALT • ��i / FOUND No.5 REBAR / WITH RED MSPC CAP // / L.S.No.26626 // ' ...," 2'02'UD \ / 4476 41'48=E / DATE: / / 1.37 / BRENT BIGGS / '/ � � COLORADO P.LS,No.27598 / \ FOR&ON BEHALF OF PEAK LAND CONSULTANTS.INC. / I x' aaals�/ / © /0 , \ELECTRIC MANHOLE / i / /0tj il / \ 1 A. \SO\ / / \ / / INDICATES A DECIDUOUS TREE WIN TRUNK DIAMETER. �0 ��4.4 r \` •4.O' D"E .0 A \ \\ __ St / WATER SHUT . VALVE �� E 0 R (!! I/ ..K. A'0 'TI ' \ \ I �`fL� Nlosxx �� .•E E T C \ \\ , lt' INDICATES AN EVERGREEN TREE WITH TRUNK DIAMETER. Vir I S. •\ n 00 1 EDGE i \ I ; \ 1 4'X4'%DOD POST I�1r1►>AW \ \ tp\ „�\ \ O I N 1 1 //� I o 1'OI ' '\,� \ AN 1'' 1 \ \ WATER VALVE J ( • IV I \ LOT !6 ' 1 (TYPICAL) IUoa.4�j I� 0.712 ACRES • I I ' ADDRESS: 2784 SNOWBERRY DRIVE -\ \ \so, i SNOWBERRY DRIVE / yr, so '`rya '......-,4;\ ' • \ 1 (50'RICHT-OF-WAY) / ¢ 1 EDGE OF TOP BACK OF_ / \�> / 1 I ASPHALT CURB AND GUTTER / �� BUILD! \cp \/� \ BMW/ \ ...-_ __ __- -- .- =---".... / SETBACK FOUND No.4 REBAR \ e0.H.9.� sous J61� moo !015.7 - e0]GA \ 0 \d \ WIlH ALUMINUM CAP nom LS.Na 5933-'�\ ___ :DAO �P J • '„�rt�r. iB", ,O y \ -�1- -_ - VAY. �� ._ A. I�, \\ Iii k\\%:\�� ,- 1► \ - - N FOUND No.4 REBAR � LOT 17 •L.. �r RECEPTION N ` �� A` N �`"\\ �� \ N8736'55'E 223.26' - -80701 \ ANN ALUMINUM CAP PROPOSED/RELOCATED LS.No.5933 TOPOGRAPHIC MAP r 1 v TS'WIDE ROADWAY, LOT 16 '. \ 1 PARKING AND UTILITY U.S.F.S. ..+ir• EASEMENT VAIL INTERMOUNTAIN DEVELOPMENT SUBDIVISION F7. . ''rc :.1TINDICATES HIGH DEBRIS FLOWBLOCK 9, ..'.) `." P 1 OOFF'WN OF VAILDEBRISADODW PTTED�TOBEER 17,2000 TOWN OF VAIL, EAGLE COUNTY, COLORADO x� FLAK LAND CONSULTANTS,INC. DRAWN:JF/JU CHECKED BY:BB PH:(xl0)a)6-%+4 f�,r.(sTo)ne-e41e SHEET 1 of 1 Iwo 476- PD%r BOOP.0476 S GATE: 03/05/2018 PLC JOB�1:1602 vN4 cv slss: