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HomeMy WebLinkAboutDRB16-0059_T1_1478900860.pdf Z NEC r:1411 °F P4/ .16n 13;jrro 6.'N LEGEND DRB APPROVED ilin 1111:1i 5/12/2016 12:00:00 AN m ELECTRIC MANHOLE CIE CURVE TABLE ® sn R MANHOLE SWUM CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING ® STORM MANHOLE EDGE OF ASPHALT C1 1912'21" 304.91' 103.98' 52.50' 103.48' S79'41'11"W \ ® WATER MANHOLE EDGE OF ooHCREIE C2 (CALC) 1912'21" 315.91' 107.73' 54.39' 107.21' S79°41'11"W ® TELEPHONE MANHOLE DRAINAGE C3 (CALC) 19'32'21" 293.91' 100.23' 50.61' 99.75' 879'41'11"W Q UNKNOWN MANHOLE CURS AND CUTTER \ i \ t WATER SHUT OFF VALVE DECK OR PAM ~ - OVERHANG 14 OAS VALW - Wood FENCE LINE TABLE \ \ \ OHE-OHE-OHE z( FRE HYDRANT oNERt1EAD ELECTRIC LINE UNE LENGTH BEARING mu CAS 11E1ER \\\\\\\« lit,ll1 A1« WOODEN ' L1 (PLAT) 228.25' S6012'57"E • EEC=METER ;_tVa:! i :'•- ! vioaL1 (CALC) 228.25' S60'13'02"E \ I \ ID CABLE TV PEDESTAL L2 (PLAT) 256.63' S60'12'57"E FLAC11T M 11 ELECTRIC PEDESTAL L2 (CALC) 256.63' S60'13'01"E a 'TELEPHONE PEDESTAL L3 (PLAT) 274.11' S60'12'57"E \ GRAPHIC SCALE STORM INLET L3 (CALC) 274.30' S60'13'02"E 20 10 20 40 Egl TRANSFORMER 1I IOC/MS AN MERMEN TREE W1H TRUNK DIMMER L4 (PLAT) 237.82' S60'12157"E BOULDER E L4 (CALC) 237.82' S60'12'57"E4 GUY \ IN P'_ \ l # STREET L1a1r . 1NDICAIES A DECDUOUS TREE VIM TRUNC DINKIER L5 (PLAT) _ 201.33' S60'12'57"E ( ) , , ST POLE �� L5 (CALC)_ 201.31' N60'12'S0"W 1 inch = 20 ft. L6 20.00' N20'05100"W \ T BION \ 1 - • DOLLARD L7 - 60.00' S69'55'00"W L8 29.25' 820'05'00"E \ 25 L \ 1 UONS RIDGE SUBDIVISION, FILING No. 3 0 T 2 \ UONS RIDGE SUBDIVISION. FlUNG No. 3 FOUND No. 5 REBAR C ATIA, TRT_ ,/ 0\ T- WITH Ls.ALUNo. 26967 FOUND No. 5 REBAR 111 FOUND PLAIN No. 4 REBAR ,\\/� -24" CPP� � • La ALUMINUM CAP /• . INV. 8070.6 \V • 8090 1o.EoA�EN =� , , . . t,.,;l.•�•.• N 8 9°2 5 2 3 E - 364.95' J ,:07 0 - - - SWl4 ,_.------ II •.� - � J��Le .4• 11.401, . t.•.. - - - - - - - - - - - - - - -N. UNE SEC. 12 41/ .f.,•r.• iiia! .• ��..t.• - I r. .� ���� e-,� � � ,v<�� p,��D ■ �a��� •� 284.73' �\ �� 36.45' ���� ���,� 4 �• \��// �•�'��• ► •.;� ..5�, s,; ..�•�'••• 8�8 • • • s , fp ',• 00°34' 37" W 50. 00' WAWA��! s'* ,`�% �• - Jw�D��C r:l� ...• •;: -4,;47.- ,,1,-..:• ip 8060 1000"- 5.0 \1 'I' 0, D oW6a#86 0,ODO��,O% Y�Y 0'I Q r . •. .. . tact- - • I/ � , 70a�Dp0 OODpOI7D. l �w ,� ► lo ,� •• 4. , oAoao�oo o Scuba• ��104 a ����i �� V -A D O W ROAD v y �)'l� �� / • ��" 0���1�QQOa� �. i %l► 't.�I, . t��1��� �� / - - - - X1.7 It\ .. u���%a: t � °o�ry���oD�.w �'jt� �aG� y ••� .•�: _ - '� (RIGHT-OF-WAY VARIES) .. .\ ►�40: / 0� .,,pc7.0 • t,'. •. . •••: �� • : •001.7 IIt�1 �-� /� ° ', . � •4�W ���••' ••C.Cs.•.•�� - - (PROJECT BENCHMARK) 4 '..' SEWER 800 gAN17 \ MANHOLE MH 1 10.0' uruTY ,;,-, •� / � �, � ;,.. �.. ,�a1M=_ ► • \ edeas RIM ELEV. 8030.7' �y�� _ INV ELEV. 8023.0' EASEMENT y�!%� = V i..� o a .� WOODDECK o g ASPHALT DRIVE AND \ 4,--,1k,�' f :9 9 0 ‘* /` / 80= 4, 4� w eons 0017 (CFC PARKING LOT_ _ - - MU / 02 0.44:1•4L4004 >� 0 0017.3 0000,.3 _ A LOT 20 \ _ _ co lir WOOD E (, / �a� / ss •o7as �► -HALT DRIVE AND i •000.3 , `„ �/� X000 / 11011.3.11 �S ft v/ " ��� �� PARCEL 1 PARKING LOT eo•.e ,off 8050 ¶:1 . 4� �S000000� 4/PP:P' ly�y w% 000.3.3 - E ' • •' �oDoo o u�a�au �1 4,. 5 .85 ----- P Q� E o °ooa000 �c •t41: � F �1� «. CRETE PAD r ox FOUND ORANGE PLASTIC CAP \o '* oo� a o°og . /460'q,, ( AILBOX) g•55 ,\�J//v 7\I// o 7 LS. No. ILLEGIBLE AND DISTURBED �� ;oD°oa°�°ooa� * / . -ARCEL 2 �• ' �G o 0 (586452'W-o.4' FROM LOT CORNER) _ / 00000 WOOD DECK a 2.05' (PLAT) ,,,�J ,, N ' °0°�6 / A. k -. 2.BT CALC 4 / / 0 T 1 3 lig ,�� / 0.0 5 fra me ( ) Vi, Ai/ / / �� �, a • / moo• � >> eo�a• ,• 4- �• o \ �! �\ IV eCie7.5 / �'�.itAtt, 4'a` PARCEL 3 5°D /� 40//40. //I�\ ��/ A. � Z / / � tom 'i _"OLP / N / o`� / � ;Ana w 1� N L�/••Q�` I__ 'V s 0' </• FOUND PLAIN No. 4 REBAR / \ •�' , •• •/ 7‹ ) �•• ) ( t' o, (SOTl6'W-0.8' FROM LOT CORNER) _ ( WOOD DECK °1 �o PARCEL 4 V R) • ��\ \ \ 11°°7.1, / •' 4� i ? ( �0°QJ\ \ / ��A. �• Cb V S' `/�m'+i� �� "U�- 11° \ - \ \ , A.a � �' e�r°440) 00000.1 10.0' uTtuTY oar �, 7,°• � ! y'0 EASEMENT � \ 1/442.474 w P5 �,�,� / ���, (13.5) ` ., ea>ws i�� �\ � 1• �1 �:�4, v am 12> • ��i .,Vol `)e. SCJ / LOT 19 a �7 • . 6 / L O 14 0� �� ASPHALT DRIVE AND ,/� /� `'��) ti� cb / PARKING LOT ,� 3, / N / /V' % 0 -----____ ,/, Z ,, 4eril 11071.• PARCEL 6 �� �/� (,•• i 111 OOP" •$.7.2* ���v / (37.5 /I / ,� � QcDQ �� FOUND PLAIN No. 4 REBAR • 1,U // J ���N �/ / (S7TI3'W-1.0' FROM LOT CORNER) �. / • / Gj GENERAL NOTES o‘, 7 1. DATE OF TOPOGRAPHY: APRIL 11, 2007. Q 2. PROJECT BENCHMARK: SEWER MANHOLE MH 1800, LOCATED EAST OF THE / W /' 0�0/ CAPSTONE TOWNHOUSES LYING WITHIN MEADOW ROAD. RIM ELEVATIO - 8030.7' r- o�s ` \ / INVERT ELEVATION 8023.0 ]xn \5)� 3 0 7/ L 0 T 3. BUILDING TIES ARE INDICATED IN PARENTHESIS (XX.X'). - s bc) / 4. PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT �\\ \ //o� FOUND No. 5 REBAR \ 0PR�TLE POUCYOR COMMITMENT WERTY TO ESTABUSH ASEPROVIDED TO ESTABLISH THE EXISTENCE SEMENTS OR RIGHTS-OF-WAY OF D. /\xo�E L.S. No. 11204 CAP / THEREOF. BOUNDARIES AND EASEMENTS SHOWN HEREON ARE PER THE RECORD � 7. PLAT. \ ' QbQ /, /o / 5. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION � � BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST <50 FOUND PLAIN No. 4 REBAR DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY 0 T 18 7 , 7 (50736TH-0.2 FROM LOT CORNER) \ ZDEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE 0 // ��/ OF CERTIFICATION SHOWN HEREON. Q44 � o ce pARCEL SUMMARY - �. s/ AREA (PLAT) AREA (CALC) ADDRESS: , PARCEL 1 0.427 0.427 1817 MEADOW RIDGE ROAD o 7v 7 PARCEL 2 0.123 0.123 1817 MEADOW RIDGE ROAD '0 7 PARCEL 3 0.136 0.136 1817 MEADOW RIDGE ROAD �Q PARCEL 4 0.129 0.129 1817 MEADOW RIDGE ROAD 7 L 0 T 16 PARCEL 5 0.111 0.111 1817 MEADOW RIDGE ROAD j PARCEL 6 0.280 0.280 1817 MEADOW RIDGE ROAD /. / . FOUND PLAIN No. 4 REBAR 7 SURVEYOR'S CERTIFICATE I BRENT BIGGS. A PROFESSIONALALY CERTIFY RR REGISTERED UNDER THE MA W SOF fHE STATE OF COLORADO. DO /// \ MADE EEBYT TOMTHE UNDEREST OF MYSUPPE VIS,pew AND THAT THE MAP IS ACCURATE AND TOPOGRAPHIC MAP ►� / / PARCELS 1 THRU 6 di6it / / \ \ DAIS: CAPSTONE TOWNHOUSES / BRENT BIGGS 1 L it , / COLORADO P.LS. 27598 TOWN OF VAIL / / LOT \ / PEAK WVD S �"uRv�EYING. INC. EAGLE COUNTY, COLORADO PEAK LAND CONSULTANTS, INC. / // - PEAK LAND SURVEYING, INC. DRAWN: JF REVIEWED: BB woo L OOP v 111Co 1111711 / DATE: 04/13/07 PLC J0B#: 1556 SHEET 1 of 1