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HomeMy WebLinkAboutFile Documents.110 Coach Rd.0079.2018 (44).ARBK IMPROVEMENT SURVEY PLAT OF: x k(/,�� C. LOT 7, STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION • �. ` ( '� �� �36 �� A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST PITKw COUNTY' : t % ' OF THE 6th P.M., CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO AIRPORT / SHEET 1 OF 3 -,� 4. PROPERTY DESCRIPTIONS, BOUNDARY DIMENSIONS AND RECORD EASEMENTS my BURLINGAME ., I °\ \ SO�s 1 \ • \T• � 1 `(',Po SITE eetcr o Lo 0 TAGE ROAD LOT 7 \\ c r� RANCH ° 7y \ \ _ STAGE ROAD • PUC/SUBDIVISION G \ `�. \• FOUND \ c 9\\:, LOT8 CENTERLINE 30 WIDEvj3,�B2L.S.#28643 - �'CC \ \ SEWER EASEMENT �,'9S' 199 84' \ �49 QW REC.#563654,#563657 °20'4TZ W 1 \ PROJECT BEARING ;SE ry \ 0�0�O )/ ``\ �\Ass _ 92.30' \/�4' 4'OVIBBd'LZOOD °D 1Nd `\ \ � Cb� TH��^ \STAGE ROAD , \ °`� \ ss 7pT'V ,� `� G. 1. \• p `\ j l.)- I I I . COL COURSE R 9 \ 2yp7� LOT 7 o I i 3, f • t .'. 0 0 \co\ 01 e STAGE ROAD Y o ° 0`0I`,� PUD/SUBDIVISION '^ / ^' - (STAGE ROAD J82 � \\\\� \ REC.#645286• deb° / m /1 3 • BOUNDARYSUBDIYN / ASPEN �, N .. ,,F, \ VACANT LAND „4 F9 " / .. I • I A >; S,9° 155.641 sq.ft.t ��o- 4s6 / y -, _ _- \ S� 3.573 acres3 p6 �// I '` <�-, UTILITY EASEMENT SF. ,� h'. I / MAROON CREEK --� Jf�, REC.#532127,#536439,10563657 �W ' / � VICINITY MAP / \ r, \ (SEE DETAIL#2) ,� y / A.:.....‘ EN E 21 SCALE:1"=2000' .y� CLUB i Nolliitiipii:R- �•rINA ( c PROPERTY DESCRIPTION ry` g \ `\ PROJECT BENCHMARK 9? ` \`> > BUILDING ENVELOPE CORNER `ry/ / 63010.0T Ls.Ike643 ?: '4,o• LOT 7,STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION,ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 7,2005 IN . `Y ` g^ l� ELEVATION=7766.82' ` /`� e ,,,\ \ateO i � • NT ' E 20PLAT BOOK 75 AT PAGE 32 AS RECEPTION NO.515869 AND THE FIRST SUPPLEMENT TO THE FINAL PLAT RECORDED OCT08ER 15.2009 o / R • EIN PLAT BOOK 92 AT PAGE 1 AS RECEPTION N0.563657RND THE FIRST AMENDED PLAT OF LOT 7,RECORDED MARCH 26,20101N PLAT °oA�� °� ���������� �� �✓./ G.7•r' BOOK 93 AT PAGE 63 UNDER RECEPTION NO.567998 AND THE SECOND AMENDED PLAT OF LOT 7,RECORDED FEBRUARY 21,2018 IN A„° `\ 46.26' LOT 7 PLAT BOOK 121 AT PAGE 38 UNDER RECEPTION N0.645286 OF THE PITKIN COUNTY,COLORADO RECORDS CITY OF ASPEN BUILDING ENVELOPE /, i \ k_ AGRICULTURAL `� ' ACCESS AND UTILITY o AMENDED h fd \ \ / CONSERVATION �\ ` `,,, EASEMENT o Rt891 s 6± t / \\ STATE OF PITKIN / o k� EASEMENT \o T REC.#563657 r) 21,891 sq.ft.± //, SITE ACCESS MAP REC.#515869 \` 0.502 acres± y' I \ STATE OF COLORADO (HATCHED) \ N 16°31'37"E \ SCALE:1"=500' 2 °\ c„,..i\ ,. �I 'i'ys° 23'11 r, 11 MAROON \ SURVEY NOTES V` �0 I CREEK ks \ `��',� \\ NI o Rog / �' s 1 \ 1) DATE OF FIELD WORK: APRIL-JUNE 2009;UPDATED-SEPTEMBER 2014-TOPOGRAPHY;UPDATED-OCTOBER 2015-TOP OF SLOPE ;� 2�. \ �' R=180.00 9B�„ /.1`\ j \ tT \\ 1 AND TREE SURVEY;UPDATED JULY 2017-VERIFY BOUNDARY MONUMENTS AND IMPROVEMENTS. , 4'.B, _\ / 2) DATE OF PREPARATION:NOVEMBER 2017;UPDATED PER CITY OF ASPEN ENGINEERING COMMENTS JUNE 2018. '� A=46°15'02' \/ DRAINAGE ��-`� CH=S43°42'21 9' 'w \°', ) 3) BASIS OF OF BEARING:A BEARING OF N 38°05'44"W BETWEEN THE FOUND NGS STATIONS S-159 AND Q-159 PER THE 2009 CITY OF EASEMENT 0 \ \ ASPEN/MARGIN CONTROL SURVEY(REV.2010)WHICH ESTABLISHED A PROJECT BEARING BASE OF N 86°20'47"E ALONG THE ACCESS AND � /ti `�- //fAI w / �'. \ i9 I I NORTHERLY BOUNDARY LINE OF LOT 7,STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION,AS SHOWN ON THIS SHEET. UTILITY EASEMENT •• , ,\ /o / ,„ , /b`Y�• t���2 \ \ `�" / / CENTERLINE 20'WIDE \ 4) BASIS OF ELEVATION:AN ELEVATION OF 7720.88'ON THE NGS STATION S-159(NAVD88),WHICH ESTABLISHED A LOCAL PROJECT bti,'�' �y \ �,��, R 150.00 \ :�c o / / DRAINAGE EASEMENT g, I I BENCHMARK ELEVATION OF 7766.82'ON THE BUILDING ENVELOPE CAP AS SHOWN HEREON.CONTOUR INTERVAL IS ONE(1)FOOT. `v/ �,. Q L10524' \ REC.if563657 8'WIDE m I I � J. °� \ T 89 ��/� / MOWN PATH ,.•-aON••'EK C• a I 5) BASIS OF SURVEY:THE RECORDED PLAT OF STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION(RECEPTION NO.515869),THE ph 0=40°1159" 4p A / CO ATION EASE I FIRST SUPPLEMENT TO THE FINAL PLAT OF STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION(RECEPTION NO.563657),THE s39° ,�� F CH=S44°21'12"E 103.10' \\ AF' / i''V`0 SS• `" LOT 7 �' vp• + ( UTILITY EASE ENT - .#563657 FIRST AMENDED FINAL PLAT OF LOT 7,STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVSION(RECEPTION NO.567998),THE SECOND `uG' �B' S x �'" � REG.#532127, 36439,#563657 ( •T ED) / AMENDED FINAL PLAT OF LOT 7,STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION(RECEPTION NO.645286),VARIOUS / �7? � Q--ems /�\ �, Si' (SEE DETAIL#1) \, DOCUMENTS OF RECORD AND THE FOUND SURVEY MONUMENTS,AS SHOWN. /'� B° q�� 2 F `.,'EC2( BRIDGE ,\� oL)_ a ES s"NE• / DETAIL#1 p p '... ` POND ) I 6) THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY SOPRIS ENGINEERING,LLC(SE)TO DETERMINE OWNERSHIP OR EASEMENTS CENTERLINE 20'WIDE OF RECORD.FOR ALL INFORMATION REGARDING EASEMENTS,RIGHTS-OF-WAY AND/OR TITLE OF RECORD,SE RELIED UPON THE SCALE 1"=10' 9d° /y 4rSYg.. '� \ / SEWER EASEMENT ' °0Aa, / ✓ 3°.6 ` �- " BK.244 PG.740 AND 742 / CERTIFICATE OF OWNERSHIP LETTER SENT TO THE CITY OF ASPEN PREPARED BY CURTIS SANDERS(DATED DECEMBER 4,2017) /� o- FY y, - VARIOUS DOCUMENTS AND PLATS OF RECORD. // ate. •. - /' • BON ///'' FOUND P.K.NAIL O /. / / 7) OR INDICATES FOUND REBAR AND PLASTIC CAP STAMPED L.S.#28643,UNLESS OTHERWISE NOTED. S3° 3' SHINER /'' -F A'„ ,,ti x #28643 / / 8) THE UNDERGROUND UTILITIES,SHOWN HEREON,WERE PROVIDED TO SE BY AUSTIN LAWRENCE PARTNERS.NO UNDERGROUND ACCESS AND Ao - S S/2 g/ \ m / UTILITY LOCATES WERE COMPLETED BY SE FOR THIS SURVEY. UTILITY EASEMENT $•° 10'WIDE ELECT d' ,1,b / /' y <�� ®o x EASEMENT CENTERED OVE 9) A VIEW PLANE RESTRICTION IS IMPOSED ON LOT 7,STAGE ROAD PUD/SUBDIVISION,AS SET FORTH ON SHEET 14 OF THE FIRST p 5 V4 -,9p3 `'_A ' AS-BUILT ELECTRIC LINE a r SUPPLEMENT TO THE FINAL PLAT THEREOF.NO ROOMS,DECKS OR LIGHTING CONSTRUCTED ON THESE LOTS SHALL EXTEND ABOVE Nti5 / ! REC.#536439 ` 3� I j / / THE HEIGHT OF THE VIEW LINE SET FORTH ON SHEET 14 OF SAID FINAL PLAT.PRIOR TO CONSTRUCTION ON ANY SUCH LOT,A SITE • �� L=116. o y �? / I SPECIFIC ANALYSIS BY A CERTIFIED SURVEYOR OR ENGINEER SHALL BE PROVIDED TO THE CITY OF ASPEN BUILDING DEPARTMENT '-Z UTILITY 6` R=101.2' . '�' a / / CERTIFYING THAT THE PROPOSED CONSTRUCTION OF ROOMS,DECKS OR LIGHTING DOES NOT EXTEND ROVE THE VIEW LINE S. EASEMENT a LOT F1 D=65°48'01 EC1 / ESTABLISHED FOR SUCH LOT. "11, p3` ', T=65.481r }, n / / co 1, @!�`9' N31°36'26'W 109.95'`1 c `C�. , �; / 10) SEE SHEETS 15,16 AND 17 OF THE FIRST SUPPLEMENT TO THE FINAL PLAT OF STAGE ROAD PUDISUBDVISION FOR ALL MATTERS N,y1° L=2 C rI / REGARDING THE LOCATION,USE AND MAINTENANCE OF IRRIGATION,LANDSCAPING AND TRAILS WITHIN INDIVIDUAL LOTS. 'y(�'T> • =4°3.7" F'D `� 11) THIS PROPERTY IS SUBJECT TO THE TERMS,CONDITIONS,PROVISIONS,OBLIGATIONS,EASEMENTS,RESTRICTIONS,ASSESSMENTS DETAIL#2 D=4°3847 C_ 4q.10' / SCALE 1,10' T=1.70 N80°qg pq„W 5!,-s:� / AND ALL MATTERS AS SET FORTH IN THE AMENDED AND RESTATED DECLARATION OF COVENANTS,EASEMENTS,CONDITIONS AND NO3°36'58"E 2.54' 9 / RESTRICTIONS FOR STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION RECORDED AT RECEPTION NO.533454 AND FIRST , iii: / / AMENDMENT THERETO RECORDED AT RECEPTION NO.533814. UTILITY LEGEND x I / \ \\\ 2) SAID DESCRIBED PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION X,AREA DETERMINED TO BE OUTSIDE THE / 0.2%ANNUAL CHANCE FLOODPLAIN,BY THE SECRETARY OF HOUSING AND URBAN DEVELOPMENT,ON FLOOD INSURANCE RATE MAP OE EXISTING ELECTRIC MANHOLE uc us EXISTING UNDERGROUND CABLE TV NO.08097CO201 C,WITH AN EFFECTIVE DATE OF JUNE 4,1987 FOR COMMUNITY NUMBERS 080143 AND 080287,IN PITKIN COUNTY,STATE ® EXISTING WATER MANHOLE -ue ue- EXISTING UNDERGROUND ELECTRIC SURVEY LEGEND GRAPHIC SCALE LINE TABLE OF COLORADO,WHICH IS THE CURRENT FLOOD INSURANCE RATE MAP FOR THE COMMUNITY IN WHICH SAID PROPERTY IS SITUATED. ® EXISTING DRAINAGE MANHOLE ss ss EXISTING SEWER 40 0 20 40 80 160 LINE BEARING DISTANCE SURVEYOR'S CERTIFICATE e EXISTING SEWER MANHOLE w w EXISTING WATER O INDICATES FOUND#5 REBAR AND 1.25"PLASTIC CAP 9 = MMI II L1 N64°27'12"W 45.27 STAMPED L.S.#28643,UNLESS OTHERWISE NOTED. 11 L2 N66°49'52"W 19.55 EXISTING FIRE HYDRANT u9 INEXISTING GAS L3 N20°34'50"W 54.74 I,LINDA CATHERINE LOVE,HEREBY CERTIFY TO OYSTER SHORES LLC,THAT THIS IS AN"IMPROVEMENT SURVEY PLAT'AS DEFINED (IN FEET) BY C.R.S.§38-51-102(9),AND THAT IT IS A MONUMENTED LAND SURVEY SHOWING THE CURRENT LOCATION OF ALL STRUCTURES, EXISTING WATER VALVE 1 inch=40 ft. L4 N25°41'S5"W 71.51 WATER COURSES,WATER FEATURES AND/OR BODIES OF WATER,FLOOD PLAIN,VISIBLE ROADS,TRAILS,UTILITIES,FENCES, 'Zp EXISTING CURB STOP HATCH LEGEND L5 S27°08'04"E 75.75 HEDGES,OR WALLS SITUATED ON THE DESCRIBED PARCEL AND WITHIN FIVE FEET OF ALL BOUNDARIES OF SUCH PARCEL,ANY CV L6 S24°15'13"E 88.44 CONFLICTING BOUNDARY EVIDENCE OR VISIBLE ENCROACHMENTS,AND ALL EASEMENTS AND RIGHTS OF WAY OF A PUBLIC OR EXISTING GAS METER PRIVATE NATURE THAT ARE VISIBLE,OR APPARENT,OR OF RECORD AND UNDERGROUND UTILITIES DESCRIBED IN THOSE ® EXISTING ELECTRIC TRANSFORMER I///////A INDICATES AGRICULTURAL CONSERVATION EASEMENT REC.#515869 DOCUMENTS REFERENCED IN SURVEY NOTE 6,OR OTHER SOURCES AS SPECIFIED ON THE IMPROVEMENT SURVEY PLAT.THE ID EXISTING ELECTRIC METER \\ \\ NINDICATES MAROON CREEK CANYON CONSERVATION EASEMENT REC.#515869 S O P R I S ENGINEERING - LLC CURVE LENGTH RADIUS CURVE TABLE ERROR OF CLOSURE FOR THIS PLAT IS LESS THAN 1/15,000. DELTA TANGENT CHORD DISTANCE _ p EXISTING TELEPHONE PEDESTAL INDICATES FATHERING PARCEL CONSERVATION EASEMENT REC.#515869 EC1 40.91' 101.21' 23°09'29" 20.74' N10°1T10"W 40.63' S OPP00 L/OF(,11 El EXISTING CAN PEDESTAL CIVIL CONSULTANTS EC2 168.94' 185.00' 52°19'22" 90.88' N40°40'11"W 163.13' -pp; IUi•" ER ..A,I © EXISTING GAS PEDESTAL ASPHALT SURFACES,UNLESS OTHERWISE NOTED EC2a 124.08' 185.00' 38°25'42" 64.47' N33°43'21"W 121.77' $0/0 I OA a 3 502 MAIN STREET,SUITE A3 EC2b 22.54' 185.00' 6°58'50" 11.28' N56°25'37"W 22.53' "( •�rj,'.-7 m;D: CARBONDALE,COLORADO 81623 EC2b 22.32' 185.00' 6°54'50" 11.18' N63°22'27"W 22.31' ,,,•• NOTICE:ACCORDING TO COLORADO THIS SURVEY YOU MUST THREE HENCEAFTLEGPL ACTION I F•� -^^:*" % BASED UPON ANY DEFECT IN THIS WITHIN YEARS AFTER YOU FIRST EC3 55.24' 160.00' 19°46'52" 27.90' N54°33'46"W 54.97' DISCOVER SUCH DEFECT.IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN (970)704-0311 LI�Dy.SZHERINFU� S.#38427 THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF LAA AL LA14 CERTIFICATION SHOWN HEREON. A AA-, 17139.07 CL 06R2R078 G319 7 717 713 91SURVEV1Survey DWGslSurvey ROLs117739 ISP.dwg IMPROVEMENT SURVEY PLAT OF: LOT 7, STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M., CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 2 OF 3 EXISTING CONDITIONS AND TOPOGRAPHY s,\\ LOTS ss \\ \\ \ I780 1, \ \%, \\ ••OJECT BEARINGA•y-SE �04. .•%- �•`' �\\ \h G� 7787 ^,1 I�V .. � \ k g\ \ "\) f 1 \@ N•°1�isA 'UD/SUBU • NI: � �!"� STAGE ROAD J '..\�o , h 4 ill SUBDIVISION Anr\. 2/, L ' , �j�� VAC' T LA �'w!%�wux �t'ill ! BOUNDARY / 155,64 sq.ft.i r \ lei •73 ac-sf R. //'I ftl / 2s:1‘ N� D IE IN.,P 10,1111/ 74 i 111 S.,\ .R• .0 ,off •' � t - i ( I( I \ Fg, ,.;. ��, jrb+ — GATE �` �, � : DIN).E aPE til'i.7 �� \�� \ V •M No I, L \ �� it 2so.,..� DUL p z% v TD'‘...,, �A',. �� 93 ��� 1d ��,,h�,. MAROON ,,, •�',IL: ,��� '_ �':1)III �. CREEK �� UTILITY LEGEND o /��_ ���� \�V A STATION MARK FOR TOP OF SLOPE V\VAULT \\ � � . �\\, \ EXISTING FIRE HYDRANT O \� \ �, I l� ` "�'T4"t `F I� EXISTING WATER VALVE 'N 8 z // 'F\` �00 © EXISTING ELECTRIC SPLICE VAULT \ � /� \\� 5(J EXISTING SEWER MANHOLE 2w+ �`\ 17'" 1• I I 0. © E%ISTING STORM MANHOLE y, / / •. IFIEO A\ `\... • �` m EXISTING ELECTRIC TRANSFORMER \ ::: / ` F E Q `�l\y� 1'69\ \•m EXISTING TELEPHONE EDESTADESTAL - \\\• 3 \�\\\\\ °\%N\� \ I © EXISTING CAN PEDESTAL � \\ \\\�� TOP OF SLOPE LINE AS STAKED BY CITY ' / © EXISTING GAS PEDESTAL K VVV \ vC % I OF ASPEN ENGINEERING DEPARTMENT •—O O— EXISTING WOOD FENCE \\ /Y ON 201S10.06 ' BRIDGEi�-UC EXISTING UNDERGROUND CABLE/TELEPHONE SPARE r \ POND It\)ifpci.;ii.k\ -UO EXISTING UNDERGROUND ELECTRIC ♦�N 4C \ I -UCJ EXISTING UNDERGROUND GAS 6q VVV,,p -SS EXISTING UNDERGROUND SEWERO?,� \ \ �-W EXISTING UNDERGROUND WATER \ o, h� A:.�6. / , \ \44,„ �ti x :N�1Jk ���J,,,,,,,,,,,,, 90?, ` X \ \' I 'AREA WITH SLOPES GREATER THAN 30%" II \ .ACCORDING TO FIGURE 7.IA OF THE CITY OF ASPENURBAN / / HATCH LEGEND .- , X WIRE �• I RUNOFF MANAGEMENT PIAN(DECEMBER 2014) • FENCE ASPHALT SURFACES,UNLESS OTHERWISE NOTED L=116.a +, \ / / I R=101.2 1a7■ LOT Fl - °48'01 ?i,i { I • / N31°36'26'W 109.95 �; „'./. ! I!/ / L I i / \ I D-4°3. SURVEY LEGEND 03°36'58E2s¢' ! 1.'i 174 '1 I 71 / UNLESS OTHERWISE NOTED.�D 1.25"PLASTIC CAP STAMPED L.S.#28643, \ /1 lic III i // //// GRAPHIC SCALE ` 40 0 20 40 80 160 r AREA WITH SLOPES GREATER THAN 30%,ACCORDING TO FIGURE 7.1d OF THE h - 11 - pDO L/O AA11 f c • F 1 CITY OF ASPEN URBAN RUNOFF MANAGEMENT PLAN(DECEMBER 2014). —0,. ERlryr•.••,s,,,11, 0. LINEWORK PROVIDED TO SE BY THE CITY OF ASPEN GIS DEPARTMENT. i n'/c, ! (IN FEET) i . 1 S. /� ' '� i 1inch=4011 v�+1Y'••/ m7oi // / ja 11 ON•.. .Dy_ SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET,SUITE A3 CARBONDALE,COLORADO 81623 NOTICDO LAMB MUT CMENCE ANY LEGAL ACTION BASEDEUPON ANYYIDE DEFECT ACCODNG TONL NHIS SURVEY WITHINSHREE YEARS AFTER YOU FIRST (970)704-0311 DISCOVER SUCH DEFECT.IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN HIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF sopris@sopriseng.com CERTIFICATION SHOWN HEREON 17139.07 CL 06R2R078 G:)10 7 717 713 91SURVEV1Survey DWGslSurvey ROLs117739 ISP.dwg IMPROVEMENT SURVEY PLAT OF: LOT 7, STAGE ROAD PLANNED UNIT DEVELOPMENT/SUBDIVISION A PARCEL OF LAND SITUATED IN SECTION 2 AND 11 TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M., CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO SHEET 3 OF 3 TREES \ \LOTS \ I'•.JECT B :RING BASE 86°20'41'E 199.84' w I \ \ J r 8 4'WIDE WOOD o 1 M CHIP PATH rn I-- MI \ I IMI 5 9 m I � S4J � 0 it "o 1 I �*?G LOT 7 ' CI ]0 YIE��j-/ '��' �I �' I TREE(FROM FIELDFILE t,1� STAGE ROAD _''/ ''�` I I OCTOBER20 SURVEY WORK COMPLETED I OCTOBER 2075) N�°� PUD/SUBDIVISION STAGE ROAD TREE DRIPLINE REC.8645286 IF`73. ��4` )BOUNDARYON / KEY TYPER INCHES FEAT m VACANT LAND / 2 TRD 4.0 6 155,6413.573cres± - 3 TRD 4.9 10 G -®1 3.573 acres± ( 4 TRD 6.9 4 ) ( 5 TRD 6.12 12 J�K \ ,O rn I / 6 TRC 7.9 15 / 7 2TRD'S 5.686.7 10813 I / 8 TRD 9 TRD 5.6 12 PROJECT BENCHMARK (' I / 10 TRD 4.5 0 \ 0 BUILDING ENVELOPE CORNER .4 / 11 TRD 4.5 0 14 L.S.#28643 .f 12 TRD 8.5 17 ^4\ 0 ELEVATION=7766.82' lag !Z•j I 13 TRD 4.2 0 .4 4114-f \ O `. ( 15 TRD 4. 9 15 TRC 4.8 9 vott inn \ 16 TRC 6.3 12 17 TRD 10.4 20 \ LOT7 =yF ' \ 18 TRD 5.0 10 2 BUILDING ENVELOPE ,�q � I \ 19 TRC 7.7 15 20 TRD 10.7 20 AMENDED L $ \ \ 21 TRD 4.2 0 'NA \ REC.#645286 2z TRD s.z 10 �° I \\ 23 TRD 5.9 11 x o 21,891 sq.ft.t �0 2a 7RD 5.7 11 0.502 acres± y 25 TRD 7.0 14 \ 26 TRD 8.6 17 MAROON 27 TRC 4.5 9 2 \ 0 \ 28 TRC ]4 16 n 7; CREEK 29 TRD d.a a �° "� LOT F2 \ \ 39 TRC 4..3 8 '907 \ '. \ 31 TRD 4.9 10 4 \4\ -M "'. \ ` 32 TRD 40.2 60 *y,, •'s \ O. mi �i� \ I 34 TRD 5.5 1 UTILITY LEGEND \\ EA 1 1 I 36 TRC 6..5 14 x1C)1 U w'!~ N 1 I 37 TRC 6.1 12 77SEXISTING FIRE HYDRANT 0 � , ° I 39 TRD 5.7 9 ' 0 38 TRD 4.] 9 EXISTING WATER VALVE r7 E/ W Ilt `o'. I 40 TRD 6.1 12 \ \ ..,y.4,,. �r I 41 TRD 6.1 12 © EXISTING ELECTRIC SPLICE VAULT \ .3L".•T` Tn 42 TRD 6.4 13 Q EXISTING SEWER MANHOLE ?'w. \7. \ i Jyj • �i� I I 43 TRD 6.0 12 © EXISTING STORM MANHOLE X may, \\ /- * 1:1illt I I 44 TRD 6.2 12 45 TRD 7.9 15 `i'�� ' 8'WIDE 46 TRC 8.3 16 m EXISTING ELECTRIC TRANSFORMER �L \\ n I' .' �� I m EXISTING TELEPHONE PEDESTAL "HI ''\\ MOWN PATH 4] TRC 4.] 9 \ iYt 48 TRC 4.7 9 LOT F1 �, \ O „- / 49 TRC ze is © EXISTING CAN PEDESTAL $ \ ga-1.,: 50 TRC 4.1 8 © EXISTING GAS PEDESTAL 'F \ / 51 TRC 5.3 10 - �- EXISTING WOOD FENCE \ ` T rn ' 52 TRC 7.1 14 \ 53 TRC 6.8 13 -UC EXISTING UNDERGROUND CABLE/TELEPHONE SPARE \ \ BRIDGE , () 54 TRD 4.6 10 0 \ POND o 55 TRC 4.6 8 UO EXISTING UNDERGROUND ELECTRIC ffu'° l 'Val, \ / Rr I 56 TRD 6.3 0 13 UCJ EXISTING UNDERGROUND GAS y, 0�'' ;jp?6° \ I 58 TRO 9.3 18 SS EXISTING UNDERGROUND SEWER �'O YJ bow / 59 TRC 6.1 12 -W EXISTING UNDERGROUND WATER \ a,�' 2p• ( 5 60 TRC 6.3 12 61 TRD 4.8 10 10�� p� X IJ 62 TRD 5.2 10 is,44 � \ ' / sa TRD as io 0B•� 5/X / 65 TRO 753 72 66 TRD 153 14 67 TRD 4.5 9 \ S90?, J X >< 68 TRD 4.2 8 HATCH LEGEND \x- x / so T� ei s 71 TRD 18.1 25 ASPHALT SURFACES,UNLESS OTHERWISE NOTED L=101. = / I 7a Tao 147 2 30 R=101.2 / / 74 TRD 9.5 18 LOT Fl D=65°48'01 / 7s TRo 5.] n T=65.48 n / 76 TRo 7.9 16 N31°36'26'NV 109.95' / 77 TRD s.B 12 SURVEY LEGEND ' . / / 79 TOO 5,3 1s L=2.55' R=26.70' eD TRD 8.9 18 HI INDICATES FOUND#5 REBAR AND 1.25"PLASTIC CAP D=4°38.47" C / 82 81 TRD 5.7 1811 STAMPED L.S.#28643,UNLESS OTHERWISE NOTED. T=1qJ,.78 I N80°46'24^W ,p / 83 TRD 7.1 14 NO3°36'58"E 2,1.54' / M TRD i6.z 36 I 85 TRD 4. 0 / 86 TRD 6.5 13 AREA OF VEGETATION AND/OR DRIPLINES x / / TRC=CONIFEROUS TREE TRD=DECIDUOUS TREE CONIFEROUS TREE GRAPHIC SCALE 40 0 20 40 80 160 1 1 II ,........--,,,,,\‘‘ .g DECIDUOUS TREE `\\\\` "�*** "' - O**E L/C..Y III (IN FEET) %O:' ERr%yF''"s�I, cinch=4U1I, c':OLI oGo Fr/i �4011V ••7 m: i .a 99 TREE NUMBER IDENTIFIER /II' •. _ Pam'_;% SOPRIS ENGINEERING - LLC 047, y, 1AL\\X�,.NO=_ CIVIL CONSULTANTS 502 MAIN STREET,SUITE A3 CARBONDALE,COLORADO 81623 NOTICDO LAW YOU MUT CMENCE ANY LEGAL ACTION BASEDEUPON ANYYIDE EOGT COL NHIS SURVEY WITHINSHREE YEARS AFTER YOU FIRST (970)704-0311 DISCOVER SUCH DEFECT.IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN HIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF sopris@sopriseng.com CERTIFICATION SHOWN HEREON 17139.07 CL 06R2R078 G:110771771391SURVEV1Survey DWGslSurvey ROLs117739 IBP.Uwg