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HomeMy WebLinkAboutDRB16-0195_T1_1478902770.pdf i� N OF���f Z .16 + rn ��J X007���� LEGEND DRB APPROVED 6/1/2016 12: 0:00 AM m ELECTRIC MANHOLE CIE CURVE TABLE ® sn R MANHOLE BUILDING CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING ® STORM MANHOLE EDGE OF ASPHALT C1 19'32'21" 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 UN NOIN MANHOLE CURB AND CUTTER \ i \ t WATER SHUT OFF VALVE DECK OR PAM ~ - OVEAHANO 14 OAS VALW - WOOD FENCE LINE TABLE \ \ \ OHE-OHE-OHE z( FRE HYDRANT ovEAHEAD ELECTRIC LINE UNE LENGTH BEARING mu CAS METER \\\\\\\« lit,ll1 A1« WOODEN ' L1 (PLAT) 228.25' S6012'57"E • ELECTRIC METER ;_t V :! i :'•- ! L1 (CALC) 228.25' S60'13'02"E \ I \ SI CABLE Tyr PEDESTAL L2 (PLAT) 256.63' S60'12'57"E FLACBIOHE II ELECTRIC PEDESTAL L2 (CALC) 256.63' S60'13'01"E a 'TELEPHONE PEDESTAL L3 (PLAT) 274.11' S60'12'57"E \ GRAPHIC SCALE STORM INET L3 (CALC) 274.30' S60'13'02"E 20 10 20 40 TRANSFORMER 1I SIDICA1ES AN EVERGREEN TREE W1H TRUNK DIAMETER L4 (PLAT) 237.82' S60'12157"E BOULDER LE L4 (CALC) 237.82' S60'12'57"E \ P'_ \ l # STREET LN01r . IN INUICA1ES A DECIDUOUS TREE WITH 1RUNc DINKIER L5 (PLAT) _ 201.33' S60'12'57"E ( ) nib u1 PaLE �� L5 (CALC)_ 201.31' N60'12'50"W 1 inch = 20 ft. T BION - \ 1 L6 20.00' N20'05100"W \ • BOLLARD L7 - 60.00' S69'55'00"W L8 29.25' S20'05'00"E \ 25 UONS RIDGE SUBDIVISION, FILING No. 3 0 T 2 \ UONS RIDGE SUBDIVISION. FlUNG No. 3 FOUND No. 5 REBAR C ATEA, IRE ✓ 0\ T- WITH ALUMINUM. 6967 FOUND No. 5 REBAR FOUND PLAIN No. 4 REBAR ,\\/� -24" CPP� � 0 La ALUMINUM CAP /• . . w INV. 8070.6 \V 70:- • 8090 1o.EoA�EN =� , , . . t,.,;!••� .• N89°25 23 E - 364.95' J ,;070 - - - SWl4 _.--- • •.� - � J��Ie .4• 11.401, . t.... - - - - - - - - - - - - - - -N. UNE SEC. 12 41/ .f.,•r.• iiia! .• ��..t.•�,• I r. .� ���� e-,� � � ,v<�� :At",...1\D ■ C�a�� •� 28473'�\ �� 36.45' ���� ���,� 4 �• ��// �•�'��• ► .;� ..5, s,; ,.�•�'••• 808 ' • • •s , fp ' ' lepi 00°34' 37" W 50 00' ��\ ��! s'� ,`�% �• - C r:1. ..•• •;:� •.••7.. W••:• 1p 8060 5.0 \1 'I' 0, oW6aD�0�0���ODO��O% �Y�Y 0'IQ (` CIA . •. . , . tf74- --� , 70a� OODpOI7D. l �w,\ ror� , , t0000�o �.• �� �����i ‘ V -ADOW ROAD Lo v y �)'l� �� / • � 0���1�QQOa� �. � � ��•�► �t��I, . ts.1i�� �� _iimilw - - - - X1.7 wu���%a: t � °o�ry���oD�.w �'jt: �aG� y ••� .•�: _ - '� (RIGHT-OF-WAY VARIES) .. .\ ►�40: / 0� 4,,pc7.0 .b; t,'. •. . •••: �� • ( •001.7IIt�1 �-� p �� ' ., Lei '9!'•' .••,:iteow " - (PRO�CT BENCHMARK) � ' '17 - SEWER 800 10.0' uruTY �° •� / � 1 � ;,.• �.. \ MANHOLE MH 1,�a1M=_ , \ NMRIM ELEV. 8030.7�y�� _ INV ELEV. 8023.0EASEMENT y�!%� = Vi.. o a .� � o g ASPHALT DRIVE AND \ �%� ''\��' f :9 9 0 ‘* /` / S°ODeoa� �� 4� w eons �� Boa (CFC PARKING LOT_ _ MU / 00 • >� 0 0067. IOW _ AOW LOT 20 \ _ '' E( , / �a� / ss 067670 �► -HALT DRIVE AND i 0o00s , `� �/� X000 / BOILS S ft v/ " ��� �� PARCEL 1 PARKING LOT eo•.0 ,off 8050 ¶:1 . 4 �S000000� 411.4: ly�y w4 0006767 - E *• •' x,030 o u2aau 41:4 �1 4,. 5 .85 - Cb E o °ooa000 �c •t � F �1� «. CRETE PAD r ox 7 FOUND ORANGE PLASTIC CAP \o '* ,?6)3 °,8900,A0�o / . q , 'q,, ( AILBOX) g•55 ,\�J//v 7\I// o 7 LS. No. ILLEGIBLE AND DISTURBED �� $o issio°ooax 1 / �' . -ARCEL 2 �• ' �G o 0 (586,2'W-0.4' FROM LOT CORNER) _ / 00000 WOOD DECK a 2.05' (PLAT) ,,,�J ,, N ' °0°�6 / A. k -. 2.87 CALC 4 / / 0 T 13 lig ,�� / oar 5 Pa m ( ) Vi, Ai/ / /,,,,,'5�, a• / moo• eo0s,0 ,• 4� • Z \ �! �\ 'V tiCie7.5 / �'�. 4'67` PARCEL 3 5°D /i �// //��\ �� A. � Z / / � tom 'i _"OLP / N / o`� 4./ � rte. w �� N ��/••Q�` �lg, 0' ��or- • FOUND PLAIN No. 4 REBAR / L \ �' '° , 00 0/ 7‹ ) ...- ) ( t' .0 (50716'W-0.8' FROM LOT CORNER) _ ( WOOD DECK °� �o ao. 4e. PARCEL 4 V R) , ot4 \ \ iv'/ ��V A. )• OW0.0 �• V S' `/�m'+.ij� �� - - \ , .077.7 "si � �' e��c 10.0' UTILITY it°oar �, ,,°• " ! ' �[� 440 EASEMENT � w PARCEL 5 �,�,� / •?�• J cP (13.5) 11/4)1 ., ea>•s i�� \ � 1. ��ani /2> , ��� .,voi `4. V Z LOT 19 a �7 • . r / LO- 14 0� �� ASPHALT DRIVE AND ,/� /� `'� ) ti� c0 / PARKING LOT ,� 3, 7 N �� / 00670,0 -) Z ��r j� • OOP"�"•3�. /BQ�' r �j / " '����,, � ����� ,� 000670 PARCEL 6 �� �/� (� ,���\ � (37.5 t/I / ,� � Q50 �� ,. 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. 0 2. PROJECT BENCHMARK: SEWER MANHOLE MH 1800, LOCATED EAST OF THE / W Q�0 7 CAPSTONE TOWNHOUSES LYING WITHIN MEADOW ROAD. RIM ELEVATIO - 8030.7' r- o�� `�7 \ / INVERT ELEVATION 8023.0 ]xn \5).-•:\73 0 7/ L 0 T 5 3. BUILDING TIES ARE INDICATED IN PARENTHESIS (XX.X'). -- bOQ / 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. t --- 0,,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-o.2 FROM LOT CORNER) \ Z. DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE 0 7/ OF CERTIFICATION SHOWN HEREON. Q� o pARCEL SUMMARY - �. $ AREA (PLAT) AREA (CALC) ADDRESS: , PARCEL 1 0.427 0.427 1817 MEADOW RIDGE ROAD o ►•�7 PARCEL 2 0.123 0.123 1817 MEADOW RIDGE ROAD 7 PARCEL 3 0.136 0.136 1817 MEADOW RIDGE ROAD �0 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 MY MSUPPE VIS AND THAT THE MAP IS ACCURATE AND TOPOGRAPHIC MAP ►� / / PARCELS 1 THRU 6 di6L / / \ \ 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 B,Co S5 / DATE: 04/13/07 PLC J0B#: 1556 SHEET 1 of 1