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HomeMy WebLinkAbout303 Gore Creek Dr. 11 and 12 Sanitary Sewer Work Staging Plan.pdf \� GORE _ w_ CREEK - W- w- w - - - , HIGH WATER LINE /- lv \ 88---__----- 4' CENTERLINE CREEK 4, X59 FOUND PIN & aiiuiiaiaiHviaaia�aoioiii \ \4 ALUM. CAP LS#30091 100 YEAR FLOOD PLAIN 0.8 �� 4, 100 ( ) ��� I ,I�/\ rs SEE NOTE 7 N l'Q�'Oolo # �g `v 61 w TRACT B "0_0 YEAR FLOOD PLAIN _w - 4,���1�•�' _\o .. �, EDGECREEK w -w dog Q►� - w- 6 SEE NOTE 7 w- .�\``; $�6S 2�_ - \ VAIL VILLAGE FIRST FILING ) w _ 59 � NOTES: \ / I////,,''♦11,`;; 2 63 • ��, 16i 0.4 \� \ 1 DATE OF SURVEY: 10 21 08 0* 4.95' 64 4,\W- HIGH WATER LINE w 'w ' _ //ll - ) / /1.0x2 w w-w- w- w- w- w- w- w- w- w- w- w- w- w- w- w- w- w- w- w- - w- w- w- w- ww- w- w- - w- w- �wi 6P1 ,�� 1.2fr \ 10/15/14 ADDITIONAL SPOT ELEVATIONS GRADE POINT 697 66 24.93' 1111%. 59 62 �� 2) LAND TITLE GUARANTEE CO. POLICY NOS. V50023889-V50023897 (TYPICAL) 0 3 �.�69.4r 67 `\ � - - - _ 8160 - -_ o•s DATED 10/08/08 WERE RELIED UPON FOR ALL TITLE AND EASEMENT (SEE TABLE) ,- _ V�FLAGSTONE 10.0' �- _ - i 64 -- ��,, ��� INFORMATION. �►�qno ` 69 8165 I�����\\ it 70.2 `. - , o.6" 3) NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ROCK WALL 69.7���j 6_ -580. 5 BLOCK WALL 66 69,004 `000�1:, ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS �z o 69,7,_ $ O E mil, 67 _ AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY DECK _ „ ._ �z� ��-�II A 7 BOULDER ► ��\��_ ...3. 1 for 1.8 -_ I. z I: 0.1 WALL (TYP) . \` / 0.5 ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE LOT 6 0.3 �� • A� BOULDERAtiffk•'702 �\_O ._ 702 ROCK WALL m ,�'�a e ,�_� = �; BLOCK 19 WALL -.4-0,4-7.>=, 1,,'� � / 68 _ ,�� ", i_ THAN TEN YEARS FROM THE DATE OF THE CERTIFICATION SHOWN cs, 00 ,� '/�/ 1.o HEREON. 70,0 �oaiaiiyiaiaaoaiii7iiaiiaiiaivi '....+01..-' ,.7,', WALL I �%��` 11� // ,....T.1:1,,,;:,,,,:::::�i'' RAD. A/C i.► N a_ �.� �:S�cSTAIR0 UNIT 70 3}R� + 70.2 a . �., V IL �• �I �� / � �� 11����� O 1� L�"N� 1.8 FOUND PIN & 70.8 �,l�I CONCRETE % p// Ii 'ti � �f j�/i��� .v V I���I� YELLOW PLASTIC CAP s PATIO10/1 --; ��► ���.a.1,4�#���,40,,.. ��III /i 4 BASIS OF ELEVATION: NAVD CONTROL POINT "SPRADDLE" ELEV=8287.40. 70,4 - go lb 72.2 • �w t , Zw•� �.�, \� 68.5 � ���\1 //�� LS#2376 l ) • �' 66' 1.1' 1Q•' _ 70.4 y aAit_0' ` ',"/�ill...`\.1 `■�\I •0.5' A 27,03-r m��� `/ 1.0 10.0 UTILITY �i , ,� •9 1.0 `� t . I\ 5) BASIS OF PROPERTY LINE LOCATION: MONUMENTS A NW AND NE COR CONDOMINIUM 4 r 7 r�-_ , / �aia�000ia�aiaaaaaaaiaaa0000�on.....oa12 �'►i' i `1 ' UNIT 1 AND UNIT 2 OGLESBY/STOREY CONDOMINIUMS. 1 9.0'--- o 0 0 0 LIGHT�r�� �.._ X71,2 EASEMENT //�j,p11�►.�\\\ �1I' PED PHONE .'QUO A (IA 70.8 1"i o f WOOD TIE 72.6 >I �<<t 0 41■\. "' _ / A��_� �. �1 I WALL - '4••••'•1,^••--.. 1� � ��� Tv PED �� �� �i�!I�I �� 9• 4�� �'1 0.1 �� FIRST 1z,4' n't s AOR) GAL GAL sTONE� 1109'45'E , ������ •� 38.5' Vw \�Ib �� _ _ _ _ 6) BEARINGS AND DISTANCES ALONG PROPERTY LINES SHOWN HEREON ARE °.9 ' i C x,1.0'�� �� ��.if ������ '�„r 0' FLOOR ENTRY o PATIO o , 4.5. �'� Ali►" 1� �,/ / I .�� ._, 51.16 A - AS SHOWN ON THE SUBDIVISION PLAT ONLY. A BOUNDARY SURVEY WOULD 1ST & 2ND BUILDING -=A 0.3' DECK 8170.829.95 + 71,3 HAND RAIL 11111, ��nvv��� .� .�'� - - - BE NECESSARY TO DETERMINE THE TRUE DIMENSIONS OF THE LOT AND �/�� '111 'aftpsita 111111 �i�i��� %�, �<'' \1 /� #5 REBAR FLOOR DECKS rn e ��� I� !(� � �' , �� it I��� OVERHANG _ o / ���, __I ""� �IIII___ II NUI� ,,...../FOUND SETBACKS, WHICH MAY VARY FROM THE PLATTED DIMENSIONS. PATIO BELOW 8 d1 rD4.- .O�n�n��,E L1- �I _II15O STREAM ■: P , iENTRY/' 10 • o 0 0,�/�0 0 1 „ftva� �7 11 �� /WIMP 1.0 ` 1 ) a17o.s i ' �,. 5.s a1 /� � ��� -111111 O 4111r11"1141111 "' - -I��II�IP►I I pill =""" °-ii1\ 7 APPROXIMATE LOCATION 100 YEAR FLOOD PLAIN INTERPOLATED FROM F.E.M.A. 13 s' �� ?2s� .5 q Ni Z 111-11111--- wlit' ���� �•- - - - I e EAGLE COUNTY, COLORADO INSURANCE STUDY NUMBER 08037V000A, PAGE 64P, 6.2 09 3\ 1.0 � �;�"""=� �llllll�l �"""="' `►��' , 1.0 G REVISED PRELIMINARY DATED AUGUST 28, 2003. 1ST & 2ND o .!-T \ ,, llllll- __llllll DECK 11=1111 1.8 BUILDING FLOOR DECKS l° - I ��lllll�l 11.......... ._ l� �l�lllllll I�llllftllllll- �l�llllll 8) POSTED ADDRESSES: 7-14 GORE CREEK DRIVE. OVERHANG PATIO BELOW ENTRY ��% �� ' :-- -llllll WOOD �� . .����. D.7' 111111 PLANTER III llllll -llllll Illll /IJii* %7i llllll - 8174.3 _ , �rr11� ;; ►j'�Y 13 -;- -- �_= DECK 9 2 1 2 - 3 STORY WOOD FRAME TOWNHOUSES TYPICAL) /135' d6.3' _ ; _ 71,0 c0 ° a3 71,2 _�=_llllll- ��y% 10) ROOF PEAKS MEASURED TO FINISHED SURFACES. CHMINEYS TO HIGHEST POINT. O Sso'15'E ENTRY 12• fist......,Tllallllll l�llll_pllll � NLOT 7llllll _ 0 s'I 0. 11) LOTS 11, 12, AND 13 ARE SUBJECT TO A MUTUAL RIGHTS EASEMENT FOR SANITARY _06 O 4•Q' 8171'4 - ' \4' 6 1ST & 2ND ;� WOOD TIETIE 1� H \ �.0.063 ACRES LOT 8 ` N. FLOOR DECKl �/' �l WALL -�%1C'a _ �!:, 03 �,r 0.3 SEWER, WATER, PLUMBING, TELEPHONE, GAS, & ELECTRIC EASEMENT. RECORDED IN LOT 6 (CALC.) _ ___ N ROOF 1ST & 2ND �i llllll ��'"� • ��� BOOK 185 AT PAGE 391 AND PAGE 397. PEAK FLOOR DECKS = �'' �� 72,5 �. 13.2' ---__, �II_� L ROOF 0.060 ACRES o 8210.5 0.3' ENTRY r Upv p a 16.0' ��. \ PEAK 8171.3 s 5.1' 1 Q\ (V In (CALC.) 8,5' 1ST & 2ND /4 0.4 Ni- 8213.1 _ v--. �` 72,6 i �� 12) BUILDING SETBACK INFORMATION IS NOT PLATTED. PRIOR TO ANY DESIGN ROOF N FLOOR DECKS Co ROOF LOT 9 0 PEAK S80'15 E ENTRY 5 + 71.1 l _____ I� ��,r� OR CONSTRUCTION IMPROVEMENTS ON THIS PROPERTY, TOWN OF VAIL O 8208.0PEAK ((j 8208.6 n 4.0' 8171.3 7.g• L 6.4' c., y 1DECK 8.3 --11 1ST FLOOR / O Z 0.055 ACRES ;� ___ x___ _ s. a II DECK I SHOULD BE CONTACTED FOR CORRECT BUILDING SETBACK INFORMATION. Z 8209.7CD Y �f (CALC.) - ROOF - 3.0 K/ BUILDING PERIMETER AT i O n Li Lu 8207.4 28.0' +170,7 0.5 13) 50' STREAM SETBACK SHOWN WAS CREATED FROM CENTERLINE OF CREEK DEFINED FIRST AND LOWER FLOOR OUTLINE 1 ROOF0 O 1 Lf) 1 BELOW / I BY HIGH WATER LINE LOCATIONS. ENTRY / PEAK Z V) N}• 8179.4 5.4' x * 8207.4 CHIMNEY p6 o ,. ���� 14) 1' CONTOUR INTERVAL. 2ND FLOOR ^ ROOF CHIMNEY 8211.9 0 Z _ %�'l, BUILDING OVERHANG c c N PEAK j 8215.8 Z (O ��� 0.6 a 8208.4 1 S79'23'44"E ENTRY C-7 ^ '�\ ' 15) THIS SURVEY AND THE INFORMATION CONTAINED HEREON IS THE PROPERTY OF BUILDING 0.4 EAGLE VALLEY SURVEYING, INC. AND IS INTENDED FOR THE SOLE USE OF THE 1ST FLOOR ROOF * 1.50' OVERHANG 8179.3 ROCK ROOF t TILE ENTRY CHIMNEY PATIO OVERHANG stir q, PEAK 1.0' FACE PEAK / ORIGINAL CLIENT ONLY. ANY USE OF OR TRANSFER TO OTHERS IS PROHIBITED. �- � , 8206.8 1'7' 3.2' 4.91'0 (TYP) 8207.6 / CHIMNEY ' 8207.7 ROOF g 5 `` 07• 1 6g, ENTRY 82095/- PEAK CONDOMINIUM 2ND FLOOR DECK ••••••4'1:1E4 S. / 3 0 1 7 0.5 1.2' BAY 1 8178.1 W 8202.4 O 15.5' PROTRUSION o ■79.21 9 -'e' WINDOW * 1IIIIII CONDOMINIUM CONDOMINIUM --- c CHIMNEY UNIT 1 & UNIT 2 16) THE TITLE BLOCK SHOWN (LOTS 7-13), DOES NOT REFLECT INDIVIDUAL CONDOMINIUM ' 'I..... �%a:9pp . 0 2.s' "5 1����� 8204.5 o MAPS AS RECORDED PER SAID TITLE POLICY. STAIRS 79,3 + 6 5' WOOD �' ��-�1 0 ""��ii 1ST FLOOR PATIO 8�2 'DRAIN :�aFENoCJ0 9,2y-�� 6.779 �' 6.8' ,5.'!•�� UNITS 10A Bc 10B UNITS A & B �, OGLESBY/STOREY� 0.5I� 12.5' d' • '• � E (1 (� 2ND �- � 1' ROWHOUSE TEN LOT 12 CONDOMINIUMS ROCK WALL 73,g® C STAIRS GSTONE i•3' THE TOWNHOUSE z W�laswit_' 78,2 0 (-2 TIO 1.6' FLOOR AT VAIL 0.067 ACRESLO ;717.11117.Q--),477.,74- '2.0+�0 ':min.\EASEMENT AREAOO�O OW- DECK �• ON LOT ELEVEN d R.N. 7952511.5' 76.6 �� AS IDENTIFIEDIN CALL.07ANTROCKI�,II � CTHE EASEMENT DEED ����11.0 �� ( ) 0.132 ACRES RET. WALL A AND AGREEMENT� �� /46,c):32:41; 78A o R.N. 104716 CONDOMINIUMMAPOcns 1 ROCK WALL ���i�RECORDED 1/8/0JOO�OO�O�l11�\ OUO� M0.052ACRESRECORDED8302, P835ZC� 03 �/ �""�I�1 0 X.X DENOTES CONIFEROUS TREE WITH APPROXIMATE TRUNK DIAMETER �___ METER oV � �� SAT RECEPTIONNO.��B' �� ,� (OALC.) ENTRY 0.053 ACRESCj 76.1 - �� �'� x`03 � � 200700493 WgLL �I�'i�\- 8178.2 CHIMNEY EDGE 1 0.3 .. i' i RAGE_ x (CALL.) ���� 77,4 79 0 ori-417 j �1'I H�� PAVER PLANTER 12.0' 8206.9 --F� PHONE ! Vii_ II WALK, ���� STOVE PIPE OO LANDSCAPE 76,2 PED _ el,: 0 : � AK' I +p =_o�.o- 1��1 � \\� r47:10(/J a'-111111 11111 I 8207.7 ROOF TRACT B ��1, o WALK . 11111 e 79A9.5' �s WOOD � ROOF PEAK 77,1 / 0.2 0.3X3 8,1 .,.,h1 VAIL VILLAGE FIRST FILING 76,6 �- • + � I!►Ir+■� Ir.,�,� ra7i PEAK x205.0 � ��� X.X DENOTES DECIDUOUS TREE WITH APPROXIMATE TRUNK DIAMETER - 77.2 j . w 3 77.5c, .�� DECK1CURB ,,0,,,�0 t €.'' � i �� - 8204.4 150.7 -- __ Oa e������� o w+' ����' � * 3.2 o s. D)I UTILITY �����i0 TRASH � 111111 � ._�lllll-l3 7' -- HANDHOLE - LIGHT �����tr rie:�' ENTRY 7.2• 'y �.r►� SHED WOOD WALL - 77.9 2.0' STOVE PIPE IC �� ��•' �� 8178.2 BELOW ti• 8207.7 * 4 4 4 " i VS1141�� + 77.1 FENCE 7.9 " I�/ ��"��_��/ �►11 78.0 7 C� , , `�1i\ 1t + 78,2ftal �:�'I �,___ llllll x "i o , ,� DEK ,�ASPHALT HEATED PAVER , , r III 1 = 1t STORAGE lami- IFL��'n'I�1�1�`r' 3•T - g•5' ' 7•i' , , BELOWROCK 1 1 1 +►" ��lllll 78.0 (Ni PA 88.1PARKING DRIVEWAY LOT 7 WALK I� . = = 1 77,4+ SHED ' 9•::e��;;..r 78.0 ENTRY AREA �- \��� 11 1 1 111 " 1r- 1.4'--_ { DECK DRAINI IIIY -- • _ i�i�i�izies��►N o DELINEATION LINE ± 774 COVERED 1.OX2llllll 10, 8180.1 ��������. 1 ��MM �1 �1 �1 o� •. PATIO ��� ����� _-11111 a v oBELOW ry1.5 BLDG ��������������ae 8' BUILDING0.6 0.4' SEEL ■ HEATED PAVER �� -""" 4.9' -I_ ,�/� , , , ,� OVERHANG GRADE POINTS ,, ,,, POST (TYP) 1♦ I _ DRIVES LOTS 7/8 1 =1 =1 =1 I '1►' L7 /77,9+ _�� o OVERHANG ,,,,,, 2 ,GRADE POINT /�a�iiii�� M ENTRY STORAGE rn77.0,,,,,,,��I." ,, X11 = = M M1 M1 M1 M1 1 77J • % &,'-c 1N;;'`v 13.7' ���- ,�,�, ♦ ��, , �1 1 1 1 � ,�„G� �1 ., J , , , M o.a ) A 8166.9' BASE OF TREES \ _ it,/_ p HEATED PAVER rri WOOD TIE % _ SHED WALKSTONE �, gjE, SHED GE , 3.T 8177 7 SHED , ,,A„ �� ♦ �,�_1 �1 �1 �1 �1 U�:' U , , , TYPICALI , ��►��,� ,�'I 1.50' 11X11=1 DRI AY�T 8 II=1 I/ WALL (TYP.) 77.8 ,M�I� 174' o cill c' 773 -c hat-=S - ,Ne1 ,,, PATOPAVER ,,,/•�'SO l 4.1' _!! Imo- 0.3 ) `� (SEE TABLE) B 8168.3' BASE OF TREE N84'S6 W �r�• .1 .1 .1 .1 1 �� 3 1 ' ,� 1 1 1 1 CONC. 1 1 77,8 �I „ \ /: a►� / ;�25.05 ,I>•� �� 1� 0.5 �`� i� � , 0.7 /,,��_v__,�=�� 1, ,�„�,� s.1 7a�= C 8171.8' BASE OF TREE 1 �, �� _..- - BORDER L♦ I ASPHALT S GATE , , , , ROOF ENTRY c'+ 76.5,,,, , o� ,'■ N8 ,�� �� 1 PARKING OCK�EN OE _ �ti , , '� =�/�,= /�111� ' �� , , , PEAK 8180.1 D 8168.6' BASE OF TREES --_x762 � ,,, , �� , �..1 '1 1I 9W o ,,,,,,v," _ \ �, DRAIN ,i.,. DRAIN76,2 --�;__ , , , .1 .1 •5 24.93 . 1 AREA 77,9 ��ir,o�;,=+\ _�7_s, 1:01, 77.6 WOOD ,p, 8155.5 * ) E 8171.2 BASE OF TREE 1r0 1♦ 1♦ 1♦ 1♦ 1♦ 1♦ ASPHALT 77.9 STUCCO`_ ' I ,, I,,,�1 11 11 11 1 1 ' PARKING1 ,,,,,,, WALL ® 7 ,�•' .,.: FENCE,, 80,11 WALL 14 F 8168.1' BASE OF TREE / - --- , 7A' 1 Al=1=1=1=1=1=1 0 4 AREA , , , , 77,7 78,0 + BELOW ' VALVE LTYP G 8166.6' GROUND --I- _ •,= L77_2 1 1 1 1 1 1 II N8Q• 3'W 5 ' 1 ,�,,,�,,,�,�,CONIC,. II �� %I 15.4' 80.8 , 7 8j5 ( )77.0 - _ .��=11=11=11=11=11 I . 8 , '`:.:.::tip. + DECK I 7 " >.. .. H 8172.5' GROUND � 78,0 / BORDER BORDER •�•••❖:•: 78.2 rn 6 '-tll-° S SEWER -- __ Off' 1_ 1_ 1_ 1 0.4' STEEL o + WATER 1 PAVER DRIVEWAY I 78.1 80.0 + -1 W_LWLW� W°W-u- I 81 67.7' GROUND MANHOLE - I N77-3/1/1/ 7T , CURBSTOP j7 �y I + BELOW I = W-ll iii STONE VENEER --h__ 7 _ 17,3�I POST (TYP) 77,9 31 w I ,,,,, , , ,,,,, TOP ., 2ND FLOOR ^I I =_ _ ID=-1 0 _ 7a� _ L , , 77,9 , , , w= WALL J 8170.1' GROUND ^^ MANHOLE 77.4 ---- _ = -_-____ P 21.46' 1,,, , , , , , ,1, WALL DECK 88.3 �---+-7°---82- \ 771t K 8178.2' NORTH EDGE CONCRETE PAN 76.4 -�a �`, , , , + 78.0 , 1 80.2 �__ + 78,1 �___ �It - _ __ - 0 "S•4 1 ��, 1 _ 30.9' BELOW / S, ---___ _ i775---___--+-----_ 77,6 __ i �,�A17 ��, , %, I ----___ _ I77,6 --I-_ L 8178.3' NORTH EDGE CONCRETE PAN - -7754.------2-7- __ - I-___ , , 6.23' I 1 77.5 M 8178.0' NORTH EDGE CONCRETE PAN _ _ +__ _ q I W ASPHALT �,� - _ -_ °° 77,5 ____�_ _ 0 I S,S 23• 1 PARKING -' 77,8:I/ WOOD FENCE N 8177.8' NORTH EDGE CONCRETE PAN e A " # # 76,9 UTILITY D° EDGE ASPHALT - --____ 1 ,,�, , O6 AREA + 78'10 8177.7' NORTH EDGE CONCRETE PAN ,,,,,,,,,,,,, •,- -� _-__ HANDHOLE 1 ---_____ _- _ 778 77.7 , , , I PLANTER,,,,,,,,,,'1���'`C ,,,, , - _ 77,1 FLOWLINE - _ __�+ -f R , ,,,,,,,,,,,,, I P 8177.5' NORTH EDGE CONCRETE PAN ,,,,, ,,,, ,' ,,,,, ,, '� __ CONC. BORDER CONC. PAN __+___ J ,,,,, 4N7S. ASPHALT EDGE ASPHALT�,,,,,,,,,,,,,,,,..,, , GO77.7 -_-___ _ 77,91177.91178,2 + 77,9 PARKING 0 8177.4' NORTH EDGE CONCRETE PAN ,1,76.4*,*,*,*,*,�i,�,�,�,*#*# ��7 _ RE GREEK ---_____ -2 0 2�• ,1 ________ AREA R 8176.9 NORTH EDGE CONCRETE PAN ,, , , , �, , , , , , , 177.3 ___ D f-WATER VALVE 7.9_ _ M 78,2 CONC. =,,, 77,0 ��,,,,,,,,,,,,,, ,,,,,,, ---1-4_____ Ri VE �4o f (TYP)�� _ _+ _. __-______ o' ',9 + 77.8 ,1 PAN 1,,,77,0 ,,,,,*1 ,,, �� --_______ R•0 _ ELEC. , ® UTILITY _ • D° 78,0 6 I ,,,,,7,41,I;ANDHOLEI,I ,,,HANDHOLE,, ,,, , -----___ �f-7871 7 202Jr1,1/ _ 6 0.7 78 1 ,�,,,,,,i. ,,,,,,,,,,,, ,,,,,,,,,, , - - ___I-�____ T = __. L_ 78.2 O WATER __ 78.2 ;'1"---1\183.09,w ° 1 MANHOLE 77,5 , ,,,,n9;r°1111 , ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ---_-__-.=-: _ 78 -- __3=O9 W _2 6.6 11- _ o\ .V;jn'i{�jiji ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ______ _ ,, STORM , , ,,, ,t,,,,,,,,,,,,,,,,,,,,,,,, , -_-_ 8877 5 CONC. ,,, ,,,,,,,,,,,,,,,,,,,,,,,,,, , -_'I-4 ____ 7- 78.3 •�78, PAN III it # 1 # # # # # 1 * * # - # ---- D4 ---- _ SURVEYOR'S CERTIFICATE , ,AAA ,,,,,,,,,,,,,,,,,,,,,,,,; --__________ D° ®� -- ___-781 I, Stan Hogfeldt, a Professional Land Surveyor registered under the laws of 77,1 EDGE ASPHALT the State of Colorado, do hereby certify that this topographic survey was ,, , ,,,,,,,,,,,,,,,,,,,,,,,,;, 77.7 - 77,3 STORM STORM ---I ----__ made b me and under m supervision, and that the survey is accurate and STORM - , ,,,,,,,,,,,,,,,,,,,,,,,,,,,, , , -71 MANHOLE MANHOLE 78,0 -----_-+ 78.0 Y Y P Y GRATE #,1,',$,$,,,,,,,$,$,$,$,$,,,,,4#*- _____________ O ® correct to the best of my knowledge. 8177.0 ,, , , , , , , , , , , , , WATERSTORM , _ ,,,,,,,,,,,,,,,,,,,,,,,, , +_ 78,1 MANHOLE MANHOLE p,DO L I w� ' CONC. _= ,,,,,,I,,,,,,,,,,,,,,,,,,,,,,,,, , `- _ ^� e' CURB 1775 = �,,,,,,,,,,,,,,,,,,,,,,,,,�, --____ _ Stan gfe - ,: STORM ,,,4,,,,4,, ,, ,, ,, , / - GRATE I 7j7 *%s%$ Øj$**si, , t 7s,a D° Color �• P.L. 2659 8177.4 - - - ,,,,�,,,,CONC ,,,,,,,, Date:,,,,,,,,,,,,� � 'JZ�FL'�}�� ir ---- 7� ,,,,�7 '78,3AL LA�. 78.0 -- ------------ 77.7 �9 + 0' 10' 20' 30' -+ 77.6 NE NE N TOPOGRAPHIC SURVEY LOTS 7- 13, RESUBDIVISION OF BLOCK 5 AND A PART OF GORE CREEK DRIVE .7M. Y1.1=M.':41 !4Y1 = =-= =-= VAIL VILLAGE FIRST FILING 41199 HIGHWAY 6 & 24, EAGLE-VAIL P.O. BOX 1230 3193T-20141015.dwg DATE: 10/20/14 TOWN O F VAIL, EAGLE COUNTY, COLORADO EDWARDS, CO. 81632 JOB (970)949-1406 DRN. BY: DJE PAGE: 1 OF 1 No