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HomeMy WebLinkAboutB17-0340_C110_1507837260.pdf 1 2 3 14 15 164.149, LEGEND Is i tib J'Aron 10- / - - - PROPERTY LINE iip RIGHT-OF-WAY LINE 10/12/17 SECTION LINE I EASEMENT i i z z z z z / z / RETAINING WALL CURB & GUTTER - - - -5750- - = ST CONTOURS IIIIIIIIIII - - - - —RD— — — — — ROOF DRAIN WI IIIII _ E I © STORM MANHOLE E / STORM INLET I 11111111111 < FLARED END SECTION SS - SANITARY SEWER • Ii s� SANITARY MANHOLE 111111 ■ ■■ co CLEAN OUT - - - - -W - - - - - WATER LINE I 1611 WATER VALVE I FIRE HYDRANTD AV I S WATER METER - I —� RM IRRIGATION CONTROL PARTNERSHIP Ill iL 6" SANITARY SEWER =__ -DHE- OVERHEAD ELECTRIC ARCH I T E C T S j CONNECTION - - E - - ELECTRIC LINE I I LIGHT POLE I 2901 Blake Street, Suite 100 I I My / POWER POLE •. I Denver Denver, CO 80205 BUILDING OUTLINE UNKNOWN UTILITY PIPE CAP. / ELECT ELECTRIC METER 303.861.8555 I SS UTILITY TYPE TO BE VERIFIED - - - - - T - TELEPHONE LINE a ° I PR/OR TO CONSTRUCT/ON. I // Consultant ASSUMED TO BEA ROOF a • !TEL TELEPHONE PEDESTAL JOB NO.:M14.0440.004 DRAIN STORMWATEE I / 1/�, ° dd 4. - - - - -CT- CABLE TV I• CONNECTION ROUTED TO THE I / '4T i`���-!► ° - - - - - G - - - - - GAS LINE / � . 4 a d MARTIN/MARTIN -__-- I I WEST SS / // I / �'� �=` a a d• ' a 4 . . Q [o.w. MONITOR WELL CONSULTING ENGINEERS I • • • ''�� .d .a. �_. II di '----- I I ��� i�� � d � G 0101FAWCETTROAD,BUITE260,AVON,COLORAD081620 s5 I �� 4 a • • . . ° 4 ° DECIDUOUS TREE 970.926.6007 MARTINMARTIN.COM gyp; I �►�; MIME= a 21. a I / / d • d aa ' . • EVERGREEN TREE �I�, �o. I t / I a c o'.. 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W _ _-- _ _ _ & GUTTER -W �� -�!..4- 44 44$444#1Viltiej:0:_i_♦ ♦ II . .S - - -s5- _ _ I � - - - - -��_ i i i i i ____i___ - SS-----__ - - I I ELEC. LINE (TYP.) w- - - - - ,_ __ - - � �_I-� , , , Revisions Date No. _ IIIISS- _ _ _I_ _ LIGHT POLE TYP. - - - - - - � ��� �SS- - LANDSCAPE AREA BETWEEN TELEPHONE LINE (TYP.) ( ) I -w - - - -w_ _ _ _ - - - - - - - I�I-�-, ,CURB HEAD AND CURB & _ - - WATER MAIN (TYP.) SS - - �_ _ - - - - _ - �`-- GUTTER SS- - _ _ I -- SS- - _ _ - - - - - SS- - I PAVER AREA PROPERTY LINE W - - -W- - - - - - © - - (TYP.) -SS- - SS- � - ( CONC. CURB V - - --E- - -T- -E- - - T= _ _ -SS— - SS- - - - - _SS_ - - - - & GUTTER - TV - - - - E--___I- T- -_ _ SS- - - - C C TV - _ - TV - -E- - - -ET SANITARY SEWER MN (TYP.). - -SS- - _ - - TV - - -T- _ _ _ SS- - _ - - _ - -TV-E==- - -E- =T- - - _ SS- - - - - SS- - - - - - TV _ _ - - - —r— _ SANITARY SEWER MAIN (TYP.). SS- - - - _ _ F _ _ SS- I� - - - TV- -=--E- --_-T__ - __ - -E- - - - -E_ - _ - _ E- - - _ -T- - - - - �E- -__ - TV - - - TV - -C-=_-TV - E=-_T T E�=T _ -I__-_4_- __,_ E� =E_� -TV- - - — 7 ___ I I Project Information e) SURVEY NOTES: ZD 1. SURVEY COMPLETED BY EAGLE VALLEY SURVEYING o_ U, 2. DATE OF SURVEY: DECEMBER 2011 & JANUARY 2012 z 0 3. LAND TITLE GUARANTEE COMPANY POLICY NO. VC50032297 DATED 12/5/11, Ce o ALONG WITH NOS. VC50032296 AND VC50032298-2 DATED 12/6/11 WERE RELIED UPON W Lt) o FOR ALL TITLE AND EASEMENT INFORMATION. CO U r CO 0 4. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED Z E UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER Wt 1 0 SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS Z 0 SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION J o SHOWN HEREON. U B B J m Q 5. BASIS OF ELEVATION: NGS CONTROL POINT "SPRADDLE" ELEVATION=8287' (NAVD 88) Q > 6. TOPOGRAPHY BASED ON FIELD MEASUREMENTS. CONTOUR INTERVAL = 1' V Z 7. BASIS OF BEARINGS: A LINE BETWEEN FOUND MONUMENTS AT THE SOUTH CORNER OF CI LU 0 z LOTS 8 & 9, VAIL VILLAGE, SECOND FILING AND THE SOUTHEAST CORNER OF SECTION 6, 0 T5S, R8OW, 6TH P.M. HAVING A BEARING OF N8212'16"E. 2 W CD O Z ct z 8. DISCREPANCIES EXIST BETWEEN RECORDED PLATS AND LEGAL DESCRIPTION FOR W COLORADO DEPARTMENT OF HIGHWAYS PROJECT I 70-2(7) 183, FOUND AT BOOK 219, PAGE 441. WHERE SUCH DISCREPANCIES ARE FOUND, ACCEPTED PROPERTY LINE W (.9 REFLECTS THE RECORDED PLAT. i- J co 9. ALL BURIED UTILITIES SHOWN HEREON WERE LOCATED BY OTHERS. EAGLE VALLEY J Z z Q SURVEYING ASSUMES NO RESPONSIBILITY FOR THE ACCURACY AND/OR THE < 0 o w COMPLETENESS OF THE LOCATES SHOWN. Z U > III LL zo 10. REFER TO THE SURVEY DOCUMENTS FOR ADDITIONAL NOTES I O m U CO O O > r ,1- Li > 0 Q O 4 I) n g 0_ CL ct LI �; Sheet Information ci Q A J • A Sheet Title: P.,N o C3.)' .V- -.€ • I LORADO 81 N EXISTING CONDITIONS N o KitOW %' HAI 'S Efenw. CAll Of FOP! YOU_ ooli PLAN j T = CALL 811 2-BUSINESS DAYS IN ADVANCE Sheet Number: 1 _. z BEFORE YOU DIG, GRADE OR EXCAVATE FOR U MARKING OF UNDERGROUND MEMBER UTILITIES D 1- 1- 0 MARTIN/MARTIN ASSUMES NO RESPONSIBILITY FOR UTILITY LI] LOCATIONS. THE UTILITIES SHOWN ON THIS DRAWING HAVE BEEN1-1 C 1 1 0 PLOTTED FROM THE BEST AVAILABLE INFORMATION. IT IS, HOWEVER, 10 5 0 10 20 o z THE CONTRACTORS RESPONSIBILITY TO FIELD VERIFY THE SIZE, SCALE: 1 "=10' MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET o PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. DPA Project: 15914.00.000 o COPYRIGHT 2016 -DAVIS PARTNERSHIP,P.C. 1 2 3 4 5 1 6