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HomeMy WebLinkAboutDRB140102_T1_1400262300.pdf \ \ \ ict4 OF 1,, \ 1 > . \ 1 4.11 Isrz lig BOX CULVERT / 930i m \ ELEV = 8174.7' Z omit - \ 1 TOP OF HEADWALL GENERAL NOTES ,,,,), la o) Va'' ELEV = 8180.9' 1 DATE OF TOPOGRAPHY: DECEMBER OF 2000, MARCH OF 2002, UPDA- \ \ I 8180.8 / AND ADDITIONAL TOPOGRAPHY FEBRUARY 27, 2012. HIS 8180.8 7 2 LANDTOSURVEYINGCMAP IS A JOB NO. 11143PDAT DENTAL JUNEMAP TO A 30, 2002 ANDOARLANIC DRB n APPROVED 8181.0 � 8193.6 APRIL 2002. 5/16/2014 12:00:00 AM I i \ �� 8182.5 8183.2 �. '� SEWER MANHOLE 3 ORIGIN BENCHMARK: 3) " BRASS CAP IN BOULDER NGS (T.O.V) STATION SPRADDLE GRAPHIC SCALE \ sis3.2 ILMdyw�,l%'� 8183.0 RIM = 8183.2 SPC 83 HARN NAVD 88 ELEVATION = 8287.82'. 10 0 5 10 20 r�r © PROJECT BENCHMARK: TOP OF 2" BRASS CAP NW Y16th CORNER SECTION 8 ELEVATION = 8182.11'. \\ ♦��/♦y 81825 �rrr- SNOWMELT MANIFOLD (TYPICAL) LINE TABLE • • \ i4ui^�rir� rr�\ 4 BEARINGS ARE BASED ON A LINE FORMED BETWEEN THE TWO FOUND MONUMENTS FORMING THE �' \\ 8182.3 �r�r� LINE LENGTH BEARING NORTH LINE OF THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, E 8182.0 8184.2 �rr� WATER VALVE (TYPICAL) L1 18.71' N51'58'01"E TOWNSHIP 5 SOUTH, RANGE 80 WEST BEING NORTH 89°43'59" WEST (STATE PLANE COORDINATES) ( IN FEET ) \ f 8182.1 A' ���� 8182.9WV L2 4.95' S38'O1'59"E AS SHOWN HEREON. SOUTH 89'44' WEST VAIL VILLAGE FIRST FILING. 1 inch = 10 ft. \ r��� \ L3 36.84' 56031'04"E ROTATION IS (+00'32'01") FROM PLAT RECORDED AT BOOK 665, PAGE 983. \ i ,\ do 8182.3 8183.3 \ L4 39.78' 52136'00"E \ r r r L5 36.17' SO4°30'08"E 5 ALL UTILITIES SHOWN HEREON WERE FIELD LOCATED BY THEIR RESPECTIVE COMPANIES, TW=8184.2 r.2 r0 '� 8183.2 /\ \ \ PEAK LAND SURVEYING, INC. ASSUMES NO RESPONSIBILITY FOR THE ACCURACY OF THE ELECTRIC MANHOLEAV doTao rL6 16.20' N06°10'01"E a1�2.s rgr' 8183.1 do \ LOCATIONS SHOWN OF FOR ADDITIONAL UTILITIES NOT SHOWN. ALL UTILITY LOCATIONS RIM = 8181.0 8181.0 � r r � \\ ���,r \ 8182.6 ,rrr \ \ L7 10.49' N83°49'59"W SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ,r�r'\\ N �rr� / \ L8 27.72' S73'05'01"W 8181.8 ����or \\\ 81s2.5 ���' / \ �\ L9 32.30' N1831'50"E 6 VERIFY ALL CURRENT BUILDING SETBACKS AND LIMITATIONS WITH THE PROPER 818,.0N / \ GOVERNING AGENCY. 0 ����� 8181.5 \\ 8182.8 ��1� F.F. = 8181.1 / -A ''Y rr - \ s \ rr., / � 8181.5 ��� \\ p \ N _AA OO 7 \ \ 7 FLOOD PLAIN INFORMATION SHOWN HEREON BASED UPON THE FEMA FLOOD INSURANCE \ /�`� STUDY FOR THE TOWN OF VAIL, PANEL No. 080054 0002C, DATED MAY 1, 1995. 8181.0 / 8181.3 4j:./. a� ^\\ \\ %\ \TW=8184 r��� �� \ r i �'.. i \ \\ -'fir / �c.\' \ \ / r1r '� 8181 s \ �.i �. • �\3\Cc' \ \ 8 PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT r r \ / O O PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. 7 °� 6180.9 �r�� \\ \ rrr„ r c�\J J\� / \ RECORD DOCUMENTS UTILIZED IN THIS TOPOGRAPHIC MAP WERE PROVIDED BY LAND / ��� 8181 5 \ '�r'ri TOP OF HEADWALL \\ 8180.9 \ TITLE GUARANTEE COMPANY, ORDER No. V50000116, DATED MARCH 4, 2003, AT 5:00 P.M.. s,9�.9 ...ow* � / ELEV = 8182.0' \ s1a1.o rr�wF TOV 8181.4VAU �: \a2.a °, \ BOX CULVERT ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED r r r � / / \ (BLOCK 2, LOT D) 9 NOTICE: / irk ' r :,tir8181.8 / r 8180.9 INLET �► ELEV = 8175.7' \ \ (VAIL VILLAGE, FIRST FILING) UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST r \ W Cj DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT / rr" RIM = 8181.6 4rpsy \ 8182.3 (/// rr�' i��c� Y 6"- 100 YEAR IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF �rr� a,s,.s _0+r , 8182.5 / ---q\� CERTIFICATION SHOWN HEREON. / rrr 8181.2 ,rr.+ \ s22 FLOOD PLAIN / 8180.8 r� � � \ );\ 9181.3 3 dolor', \ / Ia.:. w=9184-• r 81816 �.� .`j ,67 (6\41)4) \ PAVER BAND (TYPICAL) ��r 0 8181.1 8181.9\ 8j 8j \ 7 8180.9 _oleos 7 \1i �:`�,l. 9 �O \ 1 ��r� %8181.1 �� }'E i�� \ BAB-1 CERTIFICATE / .rrr' �+ 818,.0 s7/� / r \\ * \ \ I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF ,r�r� // \\ „;1 1 \ THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS s,910 /, 8181.1 0 =.16514, N MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND tiiiill:/z v0 '"' '-);0 8181.8\ VCORRECT TO THE BEST OF MY KNOWLEDGE. a,ao.s /7\ 8191.0 \`\•\ N 8 N \ a;°8 O \ g17 \ DATE: PAVER/ WALKWAY \•�\�\ `�1 \ N \ \ CCOLORADOBRENT GP.L.S. 27598 ‘ N. 2nd LEVEL DECK //�81e2 7' �� EHALF OF \ •,- 8181.1 „..e,\, 8181 ;/;;,;-' \ \ \ PEAK&LAND ON BSURVEYIING, INC. \ \>\a v� G�V \ \\ 8181.2 818,.2 1 //f""NN\ / \\\ \ \ 8180.9 \ �O \ \ 00 / / FF 8181.2' \\ \ <6\1 6\ 07 c� O�1 % $\$22 \+t� 8180.9 818 \ }� \ / \\\ r \ rx� / FF 8181.2' \ \ \ �, \ \ c�4 //�/' $191.2 \ \ TRACT H \ ��, \ s. \ P BOOK 665 AT PAGE 983)\ \ � • N 27°07'59"W - 85.38' \\\ \ �� / • 8181.0 \ ' 1 i_ \ LEGEND / �s OUTLINE OF BUILDING \ �� PAVERWALKWA 8183 \ \ �\� / `` \ ' \ QE ELECTRIC MANHOLE ELE ELE BURIED ELECTRICAL LINE LOT C BLOCK RETAINING WAILL / , 818'.4' (TYPICAL) 1 I \ \ OS SEWER MANHOLE GAS GAS BURIED GAS LINE 0.107 ACRES �I \ ST STORM MANHOLE TEL TEL BURIED PHONE LINE / ADDRESS: 333 HANSON RANCH ROAD A \ ® WATER MANHOLE SEW SEW BURIED SEWER LINE OVERHANG \ I \ EASEMENT k. 1 \ ® TELEPHONE MANHOLE WAT WAT BURIED WATER LINE aNO- 1 1 1 I \ \ © UNKNOWN MANHOLE CTV CTV BURIED CABLE TV LINE / I \ \ ® CLEAN OUT CMP 1 GV - - STREAM / OUTLINE OF BUILDING 1 \ \ WV GAS VALVE BUILDING / �\C5N ►, cpm Co I \ \ 1><1 WATER VALVE - - FOUND No. 5 REBAR U1 FIRE HYDRANT EDGE OF ASPHALT V WITH ALUMINUM CAP 8180.8\ i. EDGE OF CONCRETE L.S. No. 26598 3 1 I I \ I= GAS METER - - (N2FROM LOT CORNER PAVER ' LP ) I \ CP DRAINAGE EM ELECTRIC METER WALKWAY/ \ - - - CURB AND GUTTER DRAINAGE INLET CO CABLE TV PEDESTAL / RIM ELEV. = 8180.9' / 4P \ m ELECTRIC PEDESTAL - = DECK OR PATIO // DRAINAGE INLET \ E TELEPHONE PEDESTAL OVERHANG DECK ABOV / E \ GOLD PEAK HOUSE RIM ELEV. = 8181.2' LEV. = 8191.2j I I I \ \ STORM INLET BOUNDARY (BOOK 665, PAGE 983) 0• oO \ \ TRANSFORMER - - EASEMENT G ADJOINING PROPERTY "AKA: BRIDGE STREET LODGE" �`'WA 8,86.2'• s,as•,' ® \ \ DRAINAGE INLET o.1� i . '� / EVERGREEN TREE RIM ELEV. = 8180.9' O�c� P$�tio� PAVER I;:40; \ �_� DECIDUOUS TREE �\-C"' I WALKWAY ki (0 \ , 8181.4' i J ; . FOUND No. 5 REBAR 8181.2 \rQ FF e,a1 s' / 1 \ \ BOULDER �'` / 0 WITH ALUMINUM CAP e1e1.2'. <;',• 8186.4' 0 L.S. No. 26598 -.9161.3' \�'� `� 4)40. \ STREET LIGHT (N27'49'47"W - 3.95') I -��� J \ `� UTILITY POLE FROM LOT CORNER , =1898 �� 8190.2' \ -0- SIGN ��� 18189.8` \ • BOLLARD PAVER � TELEPHONE VAULT PEDESTRIAN 8181.2' WALKWAY �Q FOUND No. 5 REBAR J' + I ON CONCRETE PAD i BRIDGE I E \ WITH ALUMINUM CAP -`• i / \tea 1 81897 8190.2' L.S. No. 26598 ® // sem. / I :1898' 81+86.6' 41 st83.* F\ 8187.6' / �\QP�N \ -'' EDGE OF ASPHALT BOULDER WALL 8186.7' ��,, �5g0 c)c: �R�P 7 \ \\ VERTICAL BUILDING EASEMENT a , ,ii= � \� �t\`L�6 SPNP�� (BOOK 684, PAGE 840) / 9s3.8--1114;44 1 a+` 4 °� P I / / 8186." / TOPOGRAPHIC MAP -, \ / //'' EASEMENT AGREEMENT LOT C, BLOCK 2, �� / (RECEPTION No. 729915) (SH DED AREA) VAIL VILLAGE, FIRST FILING TOWN OF VAIL, 15' OVERHANG EASEMENT /V I EAGLE COUNTY, COLORADO PEAK LAND CONSULTANTS, INC. A . . (BOOK 664, PAGE 640) / / PEAK LAND SURVEYING, INC. / / / DRAWN: JF REVIEWED: BB / ' SHEET 1314T 970-476-8644 FAX 970-476-8616 / 1000 LION'S RIDGE LOOP VAIL, CO 81657 / DATE: 07/26/04 PLC JOB#: 1314