The URL can be used to link to this page

Home My WebLink AboutLionshead Parking Structure 2004 Survey.PDF ALTA/ACSM' ALTA/AGSM LAND TITLE SURVEY: LOT 1, BL 0 CK 2, VAIL/LIONSHEAD, FIRST FILING AND TO : ARCHITECTURAL RESOURCE CONSULTANTS LOT 3, A RESUBDIVISION OF LOT 1, BLOCK 1, � THIS IS TO CERTIFY THAT THIS MAP OR PLAT AND THE SURVEY ON WHICH IT IS BASED WERE SITE LOCATION VAIL/LIONSHEAD, SECOND FILING MADE IN ACCORDANCE WITH "MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/ACSM LAND TITLE SURVEYS," JOINTLY ESTABLISHED AND ADOPTED BY ALTA, ACSM AND NSPS IN 1999, AND T 0 WN OF VAIL, COUNTY OF EAGLE, STATE OF COLORADO INCLUDES ITEMS i,2,3,4,6,7(0),8,10,11(b),12,13, AND 14 OF TABLE A THEREOF. PURSUANT TO THE / ACCURACY STANDARDS AS ADOPTED BY ALTA, NSPS, AND ACSM AND IN EFFECT ON THE DATE ° OF THIS CERTIFICATION, UNDERSIGNED FURTHER CERTIFIES THAT THE SURVEY MEASUREMENTS o 1 " T e R s T A T e CURVE TABLE LINE TABLE WERE MADE IN ACCORDANCE WITH THE "MINIMUM ANGLE, DISTANCE AND CLOSURE REQUIREMENTS '0 CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING LINE LENGTH BEARING FOR SURVEY MEASUREMENTS WHICH CONTROL LAND BOUNDARIES FOR ALTA/ACSM LAND TITLE SURVEYS Cl 05'38'35 3650 00 359 48 179 89 359 34 N89'46 26 r.E L1 18 35' N01'04,46"E o C2 88'28'45" 25.00' 38.61' 24 35' 34.88' N43'09'54"W L2 140.00' N84'26'13"W ST LJONSHEAD a C 3 roulo r mum Co.LL 11ECaE an ros,nr rar vurn""s.w,usr r.,rm r » r r r r *40'43"E r r » m , C3 85'31 00 96.00 143 28 88 77 130.35 S41 L 397.15 S86'231 YE DATE:_____________________________ P00 RE , C4 88103'00" 101.00' 155.21' 97 62' 140 38' N40'24'43"W L4 61 05' 572'16'47"W p� °.•••. Sj 0 ,,iK » r r r . r » r » p�• 1;1T e%67� SECT 6 SECT 5 C5 90'00'00 123.00 193.21 123.00 173.95 N48'36 47 E L5 15.68' N10'0413 W �, C6 21'20'00" 237 37' 88 38' 44 71' 87 87' S82'56'47"W L6 50 34' N30'24'07"E -- _ SECT 1 SECT. 6 __ r " r r r r r » r r T- 12 SECT 7 TRACT B �°" `�� SET 7 SECT. 8 C7 97'39 00 86.08 146.71 98.42 129.59 S58'S3 43 E L 32.50 N04'05 53'W BRENT BIGGS °A "1N0�`"° C8 40'28'20" 167 01' 117 97' 61 57' 115 53' N10'09'57"E L8 78 40' N50'49'25"E c'�o 159 : 4 TRA T "�"`"° KesT Meadow D�� o COLORADO P L S No. 27598 �,o" •�� cFa C9 34'30'00 140.00 84.30 43.47 83.03 N13'09 07"E L9 1 53 00' 1 NO2'06 55 W C10 91'03'02" 25 00' r39 73'1 25 46' F35 681 rN41'25'38"El L10 1 40 55' N64'20'08"E LoT L AVER C11 05'47'59" 3650 00' 1 369.45' 184 88' 369 29' N82'24'21"W L11 140.00' N84'26'13"W �L LAND C12 52'07'26" 151 00' 137.37' 73 85' 132.68' N58'22'30"W e TfIEEK �TRACT B \\\ C13 144'40'19" 46 00' 116 15' 144.45' 87 66' S1 2'06'04"E a DoT A RD C14 64'53'55" 25.00' 28.32' 15.90' 26.83' S28'18'23"W ,TAB R0'D �/=-� FIRST'°'UNG I OT 3 C15 06'00'02" 3650 00' 382.25' 191 30' 382.08' 589'51'22"W yOUM FOREST PLACE I LoT 4 �r C16 59'47'20" 25.00' 26.09' 14.37' 24.92' N28'48'54"W LEGAL DESCRIPTION: /,-_ _ LOT - z,,-�..'" _ G� FOREST ROA OT 1 " -'--�-� C17 26'11'35" 25 00' 11 43' S 82' 11.33' S73'51'21"W LOT 1, BLOCK 2, VAIL/LIONSHEAD, FIRST FILING, TOWN OF VAIL, EAGLE COUNTY, �/�/l �� ~ Z LOT z v""` C18 28'41'42" 25.00' 12.52' 6.39' 12.39' N73'03'25"W COLORADO, ACCORDING TO THE PLAT RECORDED MAY 10, 1970 AT RECEPTION B M ' ow �" TM .v 6th FILM FOREST ROAD rCl9l 11554" 3650 00' 80.59' 40 29' 8058' N86'30'41"W No 113260 LOCATED IN THE EAGLE COUNTY CLERK AND RECORDER'S OFFICE S (BLOCK 1 C20 TRACT A V V°M 1'31'36" 3650 00' 97.26' 48 63' 97 26' N86'38'52" 1N FORES H � iLL1rC C21 6'31'36 46.00' 5.22' 2 61' 5.22' S56'58'55"W LOT 3, A RESUBDIVISION OF LOT 1, BLOCK 1, VAIL/LIONSHEAD SECOND FILING, C22 5'51'51" 3650.00' 373 57' 186.95' 373.40' N82'56'48"W TOWN OF VAIL, EAGLE COUNTY, COLORADO, ACCORDING TO THE PLAT RECORDED w$�sec T. CAA (8 6th P JANUARY 17, 1975 AT RECEPTION No. 134354 LOCATED IN THE EAGLE COUNTY FOUND J1S"A=_WHIM CAP(8 LM 1!784 I CLERK AND RECORDER'S OFFICE. OO INDICATES SET No. 5 REBAR WITH Q2"ALUMINUM CAP, L.S. No. 27598 I INTERSTATE 70 RIGHT-OF-WAY AREA OF BOUNDARY DISCREPANCY SOUTH FRONTAGE ROAD (SEE GENERAL NOTE 3) INTERSTATE 70 RIGHT-OF-WAY (INTERSTATE 70 RIGHT-OF-WAY) Ci2 AREA OF BOUNDARY DISCREPANCY (SEE GENERAL NOTE 3) \' C10 Cl 1-7=7177 17--7177 J^ c20]_ - VICINITY MAP SECT. 7 SECT. 7 SECT, C, C15 -170 R.O.W. [Cl 71 30' UTILITY EASEMENT (RECEPTION No 113260) [C181 [C19] Cl 4 Cl 6 �C21� Cl I SCALE: 1"=50' SECT 12 I _ _ --- -- - - - - - - - - - - -. - -- �--- - � [C22] �) O (RECEPTION EASEMENT GENERAL NOTES. I n �_ No 134354) LA OWNER- TOWN OF VAIL (BOOK 302, PAGE 854) `� �� _ EAGLE COUNTY PARCEL No 210106407004 1 DATE OF ALTA/ACSM SURVEY: AUGUST AND SEPTEMBER, 2004 OWNER ZONING. "GENERAL LISTED S VAIL I UEPORATION 25.0 LOT 3 I� ` ` 2 THE BOUNDARIES ARE BASED ON A LINE FORMED BETWEEN A FOUND PLASTIC CAP, L S No 2658 A RESUBDIVISION OF LO' 1, BLOCK 1, o �$ ON A No. 5 REBAR AT SOUTH ANGLE OF TRACT A. VAILAIONSHEAD FIRST FILING AND A I VAILAIONSHEAD SECOND FILING FOUND 2" BRASS CAP AT THE CENTERLINE POINT OF CURVE ALONG EAST LIONSHEAD CIRCLE IN GROSS ACREAGE = C730 ACRES `'� VAIL/LIONSHEAD FIRST FILING, (SEE VICINITY MAP), BEING (STATE PLANE COORDINATES) 0 L11 MEASURED NET ACREAGE = 0.717 ACRES i I S 60'08'42"W - 151559- VAILAIONSHEAD FIRST FILING CALCULATED ROTATION = +00'30'05" m I 0 RECORD -STATE PLANE COORDINATES, =1 pal I 3 INTERSTATE 70 RIGHT-OF-WAY WAS BASED ON COLORADO DEPARTMENT OF HIGHWAYS 9:; PROJECT No. 1 70 2(7)183 SHEETS 7,9,11,13,15, AND 17. STATION 30+00 TO 210+00. z rj, I LOT 1, BLOCC 2 UONSHEAD CIRCLE THE ROTATION OF THIS SURVEY TO COLORADO HARN STATE PLANE COORDINATES IS BASED r ° m VAIL/LIONSEAD FIRST FILING (ROW VARIES) C� r I ON THE BRASS CDOT MONUMENTS FOUND AT STATION 180+85 6 RIGHT (HELD) TO STATION GROSS ACREAGE = 5229 ACRES 2 90+00 LEFT BEARING- DEEDS AND MAPS = S66'35'23"W - 8628 33' - CALCULATED "m MEASURED NET ACREAGE = 5 205 ACRES ' a? ee�� I STATE PLANE COORDINATES = S67'09'05"W - 8627.71 - MEASURED ROTATION = +00'33 42" OWNER. TOWN OF VAIL L2 ' • I ZONING "GENERAL USE" 4 PROJECT BENCHMARK. HARN CONTROL POINT "SPRADDLE ELEVATION = 8287.82' (NAVD 88). 5 VAAIL/LIONSOHEAD, SECOND FIRST FILING AND THE 00 YEARUBLDOOIDPLAINOFOR LOT 1,THE 50' 1, I X10 I I STREAM SETBACK. 6 DIMENSIONS SHOWN [100 00] INDICATE AS MEASURED OR CALCULATED DIMENSIONS, ALL OTHERS �7t I 40 0' ARE PLATTED I I LOT 4 A RESUBDIVISION OF LOT 1, 7 LOT 1 AND LOT 3 ARE SUBJECT TO THE PROTECTIVE COVENANTS AS RECORDED OCTOBER 15, m#p I BLOCK 1, VAILAIONSHEAD 1971, IN BOOK 221 AT PAGE 989 SECOND FILING z c OWNER VAIL INTERNATIONAL 8 LOT 1 AND LOT 3 ARE ZONED GENERAL USE (GU) DISTRICT AND ARE SUBJECT TO SECTION NI �r CONDOMINIUM ASSOC. -9C5 DEVELOPMENT STANDARDS WHICH STATES. 12 I (BOOK 231, PAGE 616) A PRESCRIBED BY PLANNING AND ENVIRONMENTAL COMMISSION- IN THE GENERAL USE DISTRICT, DEVELOPMENT STANDARDS IN EACH OF THE FOLLOWING CATEGORIES SHALL BE PRESCRIBED BY "I m I THE PLANNING AND ENVIRONMENTAL COMMISSION I m U I 1) LOT AREA AND SITE DIMENSIONS. 2) SETBACKS. 3) BUILDING HEIGHT, 4) DENSITY CONTROL. N I �-a 5) SITE COVERAGE. 6) LANDSCAPING AND SITE DEVELOPMENT 7) PARKING AND LOADING. w I B. REVIEWED BY PLANNING AND ENVIRONMENTAL COMMISSION: DEVELOPMENT STANDARDS SHALL I I BE PROPOSED BY THE APPLICANT AS A PART OF A CONDITIONAL USE PERMIT APPLICATION SITE SPECIFIC DEVELOPMENT STANDARDS SHALL THEN BE DETERMINED BY THE PLANNING AND I I ENVIRONMENTAL COMMISSION DURING REVIEW OF THE CONDITIONAL USE REQUEST IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 16 OF THIS TITLE. (Ord 21 (1994) § 10). 9 BURIED UTILITY LOCATES WERE PROVIDED BY UNDER GROUND LOCATORS, LLC AND QWEST T__ COMMUNICATIONS COMPANY 10 BUILDING TIES AREA INDICATED IN PARENTHESIS (XX.X'). I I 11 PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO 1 I I ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD RECORD DOCUMENTS UTILIZED IN THIS ALTA/ACSM SURVEY WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER No. 19836, DATED MARCH 8, 2004 AT 5:00 P M. [DELTA-9739800'] I I 12 NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY 1 DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED C6 LOT 5 MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. A RESUBDIVISION OF LOT 1, BLOCK 1, VAILAIONSHEAD SECOND FILING L3 OWNER- TOWN OF � UON VAIL (BOOK 238, PAGE 313)SHEAD CIRCLE I I �Ar (R OW VARIES) PUBLIC RIGHT_OF-WAy I 1 � I 20' UTILITY EASEMENT (RECEPTION No 134354) I FOUND No 5 REBAR WITH 7 YELLOW PLASTIC CAP, L.S. No. 2658 I SOUTH ANGLE POINT OF TRACT A, VAILAIONSHEAD I VAILAIONSHEAD FIRST FILING CONDOMINIUMS FOUND 2" BRASS CAP, I (HELD POSITION FOR i OWNER- VAIL/LIONSHEAD CONDOMINIUMS � L S NO ILLEGIBLE I C.i VAIL/LIONSHEAD FIRST FILING ) (RECEPTION No 115122) (HELD POSITION FOR c I '1514g2� VAILAIONSHEAD FIRST FILING) p / �`N�jgF,RST OWNER LONSHEADIPH E III, INC LOT 6 I N o I TREETOP CONDOMINIUMS �1515.59 �SAc)UIONSHEpS (BOOK 288, PAGE 283) A RESUBDIVISION OF LOT 1, BLOCK 1, VAILAIONSHEAD SECOND FILING OWNER TREETOP CONDOMINIUMS �4'Z"E �ROTp, O14 4 003 P OWNER LODGE AT r (BOOK 222, PAGE 223) N64 �O FOR ROISJON GN\JY MA LIONSHEAD III CONDOMINIUM ASSOC. I � � (BOOK 265, PAGE 187) H - I GRAPHIC SCALE 111=11;�1 r ,� I 40 0 20 40 80 IN FEET .T N PEAK LAND CONSULTANTS, INC. � 1 inch = 40 ft. SHEE T 1 o f 2 r.r m PEAK LAND SURVEYING, INC ` N 970-478-8644 FAX 970-476-8618 DRAWN BY: JF JOB No, 1285 .r C% 1000 LION'S RIDGE LOOP VAIL, CO 81657 0 E� 1 AL TAIACSM LEGEND LOT > BL 0 CK 2 VAIL LIONSHEAD FIRST FILING AND - BORE HOLE ® ELECTRIC MANHOLE GUARD RAIL � � / � ""\ EVERGREEN TREE ® SEWER MANHOLE HAND RAIL "' sT STORM MANHOLE AIR AIR COMPRESSED AIR LINE LOT 3, A RES UBDI VISION OF LOT 1, BL 0 CK 1, All, DECIDUOUS TREE ® WATER MANHOLE OHE DHE OVERHEAD ELECTRICAL LINE VAIL/LIONSHEAD, SECOND FILING 00 BOULDER O TELEPHONE MANHOLE ELF ELE BURIED ELECTRICAL LINE a GUY POLE U UNKNOWN MANHOLE GAS CAS BURIED GAS LINE T 0 WN OF VAIL COUNTY OF EAGLE STATE OF COLORADO FW LIFT TOWER CLEAN OUT TEL TEL BURIED PHONE LINE > > 7�t STREET LIGHT X GAS VALVE SEW SESY BURIED SEWER LINE �O> UTILITY POLE wv WAT WAT BURIED WATER LINE �Q WATER VALVE v SIGN FIRE HYDRANT CTV CTV BURIED CABLE N LINE BOLLARD ® GAS METER — SNVX SNMK SNOW MAKING LINE C MONUMENT . ,.x k.,, CMP ® ELECTRIC METER 4 SNOW GUN m CABLE N PEDESTAL STREAM BUILDING ENO BRICK PAVER WALK m ELECTRIC PEDESTAL — — — — — — EDGE OF ASPHALT B TELEPHONE PEDESTAL a CONCRETE WALK STORM INLET — — — — — — — EDGE OF CONCRETE ® ® WELL ® TRANSFORMER - - DRAINAGE CURB AND GUTTER Y 7 ++ 1 BOULDER WALL — — — — — — — DECK OR PATIO ;.. ?* y 'u" WOODEN WALL — — OVERHANG CONCRETE WALL TREE LINE STONE WALL BOUNDARY —X—X— CHAIN LINK FENCE — — — — — — — EASEMENT o WOOD FENCE ADJOINING PROPERTY X X X X X X X X X X X X X —� CTV CTV— —CTV—CTV—CTV—CTV—CTV INVERT - 8172.7' X X Cq C,V v X CTV -o- - ----CTV CT1, _-CTV—Z"1'�='cTr=�CTtr= —c"Fv=�L7'D=c7v=—CrY`�`�-cTV--eror—--�77,��_ � _- -- X �.-CTV��CTV A GAS CAS=GAS— CAS—CAS_G�— CAS=CAS=CASE CAS_CAS_CAS CA3_CAS ACAS—CAS—CAS- CAS— —CTV �V �V X CTS Gds .Srii� Fdr sit. �. — — — �. — — �•———— —— — CAS CAS^--CAS `, • _CAS cry CASCT-v_CAS cry GASCTV��CTV CTV X mcr -,mac, EV TEL'TELL 1 SANITARY MANHOLE �-G — GAS CAS�CAN �C7Y—CAST-y. �� -CTV X X TEL-- • — —SAS DRAINAGE ELEV.L= 8174.6' NI n - Cry CAS -CTv _ — RIM ELEVATION - 8182 7 CAS— cry �►__ INVERT (N) = 8169,6' t� -moo _____ _ __ ---_ X INVERT (S) = 8169.0' 4?+ — ——— ^ ---- ---- -- -- -- -- ---- -- -.�—�•--- — �•---� c} DRAINAGE INLET GRATE �CA—s==dSry--� CTV — / " cry—CTV----CTV—CTV--- LVE= _US— ——— N ELEV - 8180 3' SANITARY MANHOLE MH0 4 0 Crv-� ——— TEL TEL y / _��_ —�'�� cTV CTV _—ELE—ELE—ELE----cTE_ `_ _ �, INVERT (S) = 8176,4' RIM ELEVATION - 8174 0 �`�-- -—— — TEL a�6 __ -_ -_ --- CTV--CTV— L� TEL P v �-_�v =�7 6" (W) INVERT = 8165 1 TEL Y rEL--- �TEL_ —CTV— 10" (E) INVERT = 8151,6 roL E T �- — - 4LfC "TY-�CTIL —_ 10" (S) INVERT = 8151 3 TEL_ GRAPHIC SCALE �.- / � —— _._ TEL TELL-TEL _ ELE 30' UTILITY EASEMENT (RECEPTION No 113280) �R�' E 9 8 L�TEL TEL tEL- \ / -- TEL+� �- Ely E ELE�;7 1 " T�E�W-�E�WAT ELE WAT ELE�T_,_� fir,- x�AT— WAT—NAT— VAT— WAT—WAT—%'AT--GNAT— AT— WAT—AFAT`_ W T— VAT-�-- AA�SAT / \ 4O D 2O 4Q SO 1,E E ELE ELE}yam-_-E� p� _ NAT NAT— W�f WATT= PLAT AT TEL-.---TEL—TEL—TEL— TEL—_TEL— TEL--TELL_TEL- VAIL INFORMATION � / WAT---- j cC/Yy TO =TEL �- �— s TEL=-TEL TEL=TEL—TEL=TEL—®-- F F = 8183 4 ��AT h.Y 72 -'--79.L-�'�'13y , 4 �- —� � AT NAT-�.. WAr_ WAT—)VAT__ �pA? T I -�. ---_NA 1 91 _- 34.6 ( ) •c� � o a---21'1 —L � 30 UTiurY EA l nAT ( IN FEET ) L TEL-__TEL p 128 _— "v (RECEPTION No , 3 ) //� �7 Ap\ -'s£!/-�_ 1 inch = 40 ft. DRAIN — y Ill, I (TYPICAL) v 41,wv ��SEA•_ 14,3' —.— — — I k �� / y (6`O�'-...�dLSw.�sF,y'- F OR 10 0'x5 5' (42.1') I ; I -; / L I (TYPICAL) (28.6') (69.3') a °1 1�`t VEN 1¢c VEN 7Ck VENT # VENT °'L p PARKING I �t VEN ^1� N O e I 1 ATTENDANT v M I It r K OUTLINE OF CANOPY _ GQpV I I y y SANITARY MANHOLE MH0220 °'o a� P. I / 12^,. I RIM ELEVATION = 8169,9 y ( OUTLINE OF CANOPY — 10" (N) INVERT = 8148.9 UTILITY SHED — —r INVERT = / 10" (S) INVERT = 8148 7 MA14TENANCE SHED F.F. ELEV = 8173 5' v y F F ELEV = 8171 5' 8161 6' �1 y J \ > 46 ¢ DRAINAGE INLET GRATE I I I y ^ I R t ELEV. = 8177 6' / Vii INVERT (S) 8174 2' v I 4 5 a o a a¢ I � N ' INVERT (SW) = 8174 0' I I cn rn + I �' Via, y 40.0 // r INVERT - 81737' o a I 1 a I J I W .� y Es DRAINAGE INLET GRATE °°'{ INVERT = 8159.0' p MULTI-LEVEL CONCRETE J I ` ELEV - 81553' _ PARKING STRUCTURE I / C3 F I INVERT (N) = 6150 7' y l I vi I I DRAINAGE INLET GRATE I 1 ,v I o m I y INVERT (W) - 8150 8' (N� N ELEV. - 8170 7' N "r n INVERT (W) - 8167 9' A'y my SANITARY MANHOLE MH0240 INVERT (S) = 8150 5' r �n -CTV CT1, ,4 I II I N _ I • I I I/ m r nth I I RIM ELEVATION = 81575 I I ' y z � a 8" (E) INVERT = 8149.2 1111' II f- ° I DRAINAGE INLET GRATE Imo +I ` y = J 112CPP �� VEN � NT O _ t 2"(ESWN NVERT 8141 9 8140.9 " I ELEV - 81651' ( ) SEWER MANHOLE MH 0640 � #© � VEN � VEN ~ � ( P� INVERT (N) - 81628' � 10" (N) INVERT 8141.1 [g y RIM ELEV - 81531' VEN EN / I — INVERT (W) = 8162 8' W INV IN (N) ELEV = 81370' INV IN (E) ELEV = 81370' s I DRAINAGE INLET GRATE* 4" INV DROP (E) ELEV = 8133 6' �'' I ~� '�,, STORM SEWER MANHOLE ELEV = 8164 0' ��` r �+�P� � � � X � ELEV INV ELEV = 8136,9' --- " dt 1 u RIM ELEV = 8146 1' INVERT (SE) - 8160 9' 7s bA / X ae v �I` EL I m INVERT (N) = 81430' � r / CAS— A4� �- > • DRAIN INVERT (S) = 8142 6' � c SANITARY MANHOLE MH0280 / S CAA CAS y u; IN (NE) = 8142 6' . ' RIM EE\ATION = 81549 A @ _ wv (TYPICAL) INVERT (W) - 81430' / 12" (NE) INVERT - 81386 / �r NAT SEA-._ 1 s INVERT E - 8142 6' # / 12" SW INVERT = 8138 5 P� wy "N ``► :, ( ) ( ) 4 R WAT DRAINAGE INLET GRATE y I 1 "� ° . • • � °. 4,"" ELEV, = 8149.7' a "? 4 x a INVERT (N) = 81470' a' k 4' • �! " is SANITARY MANHOLE 561 ~1 • 4 � *�� A / RIM ELEVATION = 81561 12" (NE) INVERT = 8139 6 INVERT (S) = 8147.2' �o ® �� "� MULTI LEVEL CONCRETE STRUCTURE '� �'`�'", y' / � � / �vQ' 12" S INVERT = 8139 4 v s�. LOWER LEVEL F F = 8147 4' y ` DRAINAGE INLET GRATE DRAINAGE INLET GRATE i j / \ Q• 1 4' 13' 1.5' 1 3' 1 2' rn ELEV - 8146 0' ELEV - 8145 9 1 5• 1 4' 1.5'1 8. . INVERT (E) = 8143 8' DRAINAGE INLET GRATE • F* / I SANITARY MANHOLE MHO300 7 \ ( n INVERT (E) - 8144 5' INVERT W = 8143 8' 4G / RIM ELEVATION = 81530 1 T :+Z 1 7' ( ) ELEV - 8145 7' „ n Di ?� r / a Op4' ^r F v v �Y � /� / 12" (NE) INVERT = 8137,7 INVERT N - 8142 2' - „ {Ya n "o" - *�� r [ h '" �y v QJG v c E� 12" (SW) INVERT 8137.5 s ' + v > — _ INVERT 8142 4' 1s / CAS—CAS—GAS—CAS ces---CAS y °C`. s g\, ^ 1�S ' r ��i — — L8- (318.8' - (S) h{� / CPP `d ———�. —— �5�" �x? �c / �8�j4. 'L Gj.� y, — �— --,-r--�. .sue+� — = k • - �' ' ° R 4� `2 tS 8L6 I�' ty y 12 CMP 12" CMP = �" >ytu`? rdr . ° s 4� ++ \ E �� — - y „�' INVERT 8149 3' I .1 ^_ DRAINAGE INLET GRATE 8 53 a "Cup ELK 12" DIP WAT WAr WAr—__ I a �l _ �v WAT�WA — WAT——— — — \ ELEV - 8145 7' INVERT = 8149.1' I E r--` — NAT�'PPAT�r ;�— r — WAT—__ WAT=WAT __`AT y 'a ELLn�- OLe--F� bLE r �t ,_� 1VA7 NAr-"- ��s T WAT __ AAT -�r�WAT ; INVERT (N) = 8142 2' /F ' I y v TE6- w WAr- WAT- — INVERT S = 8142 4' L q x WAT WAr �^ i _ =��EL TEL TEL AT-- T ( ) TEL 6 � I (RECEPTION No 13 354) TEL WAT �,, s I t� T£i_....-rEL-..__ �- rEL---_ WAr-__ � O _-=ATE-" ? j # TEL - DEL—T,/,E VAT—__ a � 2 0'0 DRAIN �� AZ A�TwAT W — 1 / WITH TANK —��' Y ` )'� TEL TEL--L TEL QG'� SANITARY M NHOLE MH0320 1PAT- "�NAT -� r / UNDERGROUND / y u TEL I --Its RIM ELEVATION - 81500 � 1VAI 12" (NE) IN RT = 81360 cu 1 ; ` �-�B I / y — w, \ v� \ 12" (SW) INN RT - 8135 8 - y It - �\ �\ *� / DRAINAGE INLET GRATE/ o DRAINAGE INLET GRATE � ' 1 �I �� ELEV. - 81453' \� C� ELEV. = 8141,8' a a INVERT (W) - 8142 6 u �w INVERT (N) = 8138.5' ��'y � \ x � INVERT (S) 813 3' o� INVERT (W) = 8138 4' I3 I \ 2 k \\ I ,.., INVERT (E) = 8138.1' b1 DRAINAGE INLET GRATE ELEV = 81443' \\ `\ a � 8 \ 20' PEDES SANITARY EEVATIONLE M8 47 7 \ INVE(� a INVERT (S) 8140 9' 12' (NE) INVERT = 8134 4 12" (SE) INVERT - 81343 \ \ Go p{Y 4, ati � ` STEEL ,,,u. ; v µ4 l Y� � _ , ors• \ SHEET 2 o 2 PEAK LAND CONSULTANTS, INC. I I / I PEAK LAND SURVEYING, INC M I I 11 DRAWN BY: JF JOB No, 1"115 C4 970-476-8644 FAX 970-476-8616 c1000 LION'S RIDGE LOOP VAIL. CO 81657 � f � '- y<_�- ----�-�•�+-^L � I - , __ - - - z--ter^.,:•__ ` - �_ �.._ �- _.._�- .-, - - _t � .;i° �� -� ..-- �.,__,_,.__}•- >�� _ 'r-.�.. »0,000. _ ..,- � �... �.. _--•�_�---_ ' .,_ - _- - _ - �� GENERAL NOTES: SURVEYOR'S CERTIFICATE 1 DATE OF ALTA/ACSM SURVEY: AUGUST AND SEPTEMBER, 2004. I, BRENT BIGGS, A PROFESSIONAL LAND SURVEYOR REGISTERED UNDER THE LAWS OF 2 THE BOUNDARIES ARE BASED ON A LINE FORMED BETWEEN A FOUND PLASTIC CAP, L.S.,No. 2558 THE STATE OF COLORADO, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS ON A No. 5 REBAR AT SOUTH ANGLE OF TRACT A, VAIL/LIONSHEAD FIRST FILING AND A MADE BY ME AND UNDER MY SUPERVISION, AND THAT THE MAP IS ACCURATE AND FOUND 2" BRASS CAP AT THE CENTERLINE POINT OF CURVE ALONG EAST LIONSHEAD CIRCLE IN CORRECT TO THE BEST OF MY KNOWLEDGE. VAIL/LIONSHEAD FIRST FILING, (SEE VICINITY MAP), BEING (STATE PLANE COORDINATES), S 60'08'42"W - 1515 59' VAIL/LIONSHEAD FIRST FILING CALCULATED ROTATION = +00'30'05" RECORD -STATE PLANE COORDINATES. DATE:- -------- ---------------- ------ ` BRENT BIGGS 3 INTERSTATE 70 RIGHT-OF-WAY WAS BASED ON COLORADO DEPARTMENT OF HIGHWAYS COLORADO P.L S. 27598 PROJECT No. 1 70 2(7)183 SHEETS 7,9,11,13,15, AND 17. STATION 30+00 TO 210+00. FOR & ON BEHALF OF THE ROTATION OF THIS SURVEY TO COLORADO HARN STATE PLANE COORDINATES IS BASED PEAK LAND SURVEYING, INC. ON THE BRASS CDOT MONUMENTS FOUND AT STATION 180+85.6 RIGHT (HELD) TO STATION 90+00 LEFT BEARING: DEEDS AND MAPS = S66'35'23"W - 8528 33' - CALCULATED GRAPHIC SCALE STATE PLANE COORDINATES = S67'09'05"W - 8627.71' - MEASURED ROTATION = +00'33'42" 100 0 50 100 200 t� 0 RE6�Sl 4 PROJECT BENCHMARK: HARN CONTROL POINT "SPRADDLE" ELEVATION = 8287 82' (NAVD 88). '•000.0• moo:;• NT e/' 5 LOT 1, BLOCK 2, VAIL/LIONSHEAD, FIRST FILING AND LOT 3, A RESUBDIVISION OF LOT 1, BLOCK 1, VAIL/LIONSHEAD, SECOND FILING DO NOT LIE WITHIN THE 100 YEAR FLOODPLAIN OR THE 50' ( IN FEET ) o o• 7598 c STREAM SETBACK. 1 inch = 100 ft. IFS�jf ( la,:•�Q 6 DIMENSIONS SHOWN (100 001 INDICATE AS CALCULATED DIMENSIONS G .«.•• ��NAL LAN�c' 7 LOT 1 AND LOT 3 ARE SUBJECT TO THE PROTECTIVE COVENANTS AS RECORDED OCTOBER+15, 1971, IN BOOK 221 AT PAGE 989. 8 LOT 1 AND LOT 3 ARE ZONED GENERAL USE (GU) DISTRICT AND ARE SUBJECT TO SECTION 12-9C5 DEVELOPMENT STANDARDS WHICH STATES: A. PRESCRIBED BY PLANNING AND ENVIRONMENTAL COMMISSION: IN THE GENERAL USE DISTRICT, DEVELOPMENT STANDARDS IN EACH OF THE FOLLOWING CATEGORIES SHALL BE PRESCRIBED BY THE PLANNING AND ENVIRONMENTAL COMMISSION, 1) LOT AREA AND SITE DIMENSIONS 2) SETBACKS. 3) BUILDING HEIGHT 4) DENSITY CONTROL 5) SITE COVERAGE. 6) LANDSCAPING AND SITE DEVELOPMENT. 7) PARKING AND LOADING. B. REVIEWED BY PLANNING AND ENVIRONMENTAL COMMISSION: DEVELOPMENT STANDARDS SHALL BE PROPOSED BY THE APPLICANT AS A PART OF A CONDITIONAL USE PERMIT APPLICATION. SITE SPECIFIC DEVELOPMENT STANDARDS SHALL THEN BE DETERMINED BY THE PLANNING AND ENVIRONMENTAL COMMISSION DURING REVIEW OF THE CONDITIONAL USE REQUEST IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 16 OF THIS TITLE. (Ord. 21 (1994) § 10). IMMAR NONWAY N.70 9 BURIED UTILITY LOCATES WERE PROVIDED BY UNDER GROUND LOCATORS, LLC. AND QWEST _ COMMUNICATIONS COMPANY ---- =--- _ _ -_ 10 PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY TO - . ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. RECORD DOCUMENTS UTILIZED IN THIS ALTA/ACSM SURVEY WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY, �,W��'� �� ROM Or .xCV --? - --'w - _.-- - .x____,t,-r--- .-•-•. - IxtE A ToRl07T-ff-MAY ---� ORDER No. 19836, DATED MARCH 8, 2004 AT 5.00 --•�-- �,-..•-'- _.._. .-_ '''-i.EI:LY ' CZ _w• (g QNBp D6CEPANCY .� _ 11 _ NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY L EGAL ACTION BASED UPON ANY ~'"_ _ __ _ - - _ _ .. - _ - _ ~'� •�_``1- DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT IN NO ._. �-� �. ��_---- �� _ _ , ��:>/ ` • MORE THANTTENAYEARS FROM THE DATE OFNCERTIFICATION THIS ISHOWN HEREON,BE COMMENCED A vim tea' _ �•'__r , �_ LOT Z E LOT I MCI LOT 1.6=2 S�- Cj 6'♦•'•"' \ • ,� ,� _ 0000 - _ ` . 1 I I I Lor 4 •K LINrLATtEO I f 0� \\ d arm 1 a \ NO y 'A`°°u°�°1°"""! -war a S C9:�:.".. \\ I for z etocE t .. !' � 0,3`.`. "h`;..;.�s•��'� •8?r•-.�,'�tt"....J 3!f_:+�..._- - _-___'_w�_`-�-_wu. - ^• _.¢g3:;�'.�. , - � ..."•5... / � / r.�� \ _- - -- _ t, O .�-`'y5'c'..Frt?'3� b.-."yf• t-087V,w: � -,+.s-- . �Sr_ _ tJ �r SfS ::i !! � \ \\ '�-- sr T' •��r i 0000 .s.,+.,. ...: }=xa'v�-',"' J5�- •$ !'-..-'�!{_ / \ -r - - - '`-.�•" ."^ �- FIRM= LC / / I,� TOM OF VAIL \ \ SAIL OON E ats+CAO '7-^_ n• � _ m•_•_'• / � `�• \\ 1 / \ IAWA'fA, N// T I I =pees -ia[ior Oa+owINRAn � l tore mum I �L • I I / / Yom= ( �•I1:� .Y' �� I I / I sail'♦ s w_- '-�='-r� ..._ f _ i '01I \\ `\ ' I I / / I m w +aC.� - _` �.��` mod'at+•�� LOT E -- � \\ :: / -J � � 1 I / I I I LEGEND DDRE i . - BORE HOLE (D ELECTRIC MANHOLE GUARD RAIL _ _ I SEWER MANHOLE •'-' HAND RAIL EVERGREEN TREE OS CURVE TABLE LINE TABLE Q STORM MANHOLE -AIR-AM-AR- COMPRESSED AIR LINE I , -oas-oxs-oxa- OVERHEAD ELECTRICAL LINE CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING LINE LENGTH BEARING DECIDUOUS TREE ® WATER MANHOLE Cl 05'38'35" 3650 00' F359.481 179 89' 359 34' N89-46'26"E L1 18.35' N01'04'46"E BOULDER © TELEPHONE MANHOLE -+m-srs-sss-- BURIED ELECTRICAL LINE C2 88'28'45" 25 00' 38 61' 24.35' 34 88' N43'09'54"W L2 140 00' N84'26 13 W GUY POLE QU UNKNOWN MANHOLE -OAS-OA9-GAS-- BURIED GAS LINE ' L3 397 15' S86'23'13'E C3 85'31 00 96.00 143.28 88.77 130.35 S41'40 43 E 1.04 LIFT TOWER ® CLEAN OUT -rsL--rsL-rsr,- BURIED PHONE LINE ' C4 88'03'00' 101.00' 15521' 97.62' 140 38' N40'24'43"W L4 61 05' S72'16 47 W # STREET LIGHT oY -SAN-SAN-SAN- BURIED SEWER LINE L5 15.68' N 10'04'13"W pQ GAS VALVE C5 90'00'00" 123.00' 193.21' 123 00' 173.95' N48'36'47"E rQ, UTILITY POLE t'" -MAT-FAr-FAT_ BURIED WATER LINE r, � WATER VALVE C6 21'20'00" 237 37' 88 38' 44 71' 87 87' S82'56'47"W L6 50 34' N30'24'07'E slcN -eff--�'-�'- BURIED CABLE TV LINE L7 32.50' N04*05'53"W FIRE HYDRANT C7 97'39'00' 86.08 146 71 98.42 129.59 S58'53'43 E • BOLLARD ® GAS METER -$NOW-SNOW-SWW- SNOW MAKING LINE C8 40'28'20" 167 01' 117.97' 61.57' 115 53' N10'09'57"E L8 78 40' N50'49'25"E a - - - - - - - - C9 34'30'00" 140.00' 64 30' 43.47' 83 03' N13'09'07"E L9 53.00' NO2'06'55"W to o MONUMENT ® ELECTRIC METER --_-- STREAM C10 91'03'02" 25.00' 39 73' 25 46' 35 68' N41'25'38"E L1 O 40 55' N64'20'08"E c Q BRICK PAVER WALK m CABLE TV PEDESTAL BUILDING C11 05'47'59" 3650 00' 369 45' 184 88' 369 29' N82'24'21"W L11 140 00' N84'26'1 3"W d' 0 . » ' ' ' " $ CONCRETE WALK m ELECTRIC PEDESTAL ------------------ EDGE OF ASPHALT C12 52'07 26 151 00 137.37 73.85 132.68' N58'22 30 W N ® TELEPHONE PEDESTAL TOPOGRAPHIC MAP ------------------- EDGE OF CONCRETE C13 144'40'19'' 46 00' 116.15' 144 45' 87 66' S12'06'04"E WELL ® STORM INLET --_-- DRAINAGE C14 64'53'55" 25.00' 28 32' 15.90' 26.83' S28'1 8'23"W LOT 1 BLOCK 2 VAIL/LIONSHEAD, FIRST FILING CURB AND CUTTER ® TRANSFORMER C15 06'00'02" 3650 00' 382 25' 191 30' 382 08' S89'51'22"W ' , 't BOULDER WALL ------------------ DECK OR PATIO C16 59'47'20" 25.00' 26.09' 14.37' 24 92' N28'48'54"W Ei WOODEN WALL - - - - - - OVERHANG C17 26'11'35" 25 00' 11 43' 5 82' 11 33' S73'51'21"W LOT 3, A RESUBDMSION OF LOT 1, BLOCK 1, VAIL/LIONSHEAD, SECOND FILIN N F;sµuxlaas; ;;�; afir=' 4a. CONCRETE WALL TREE LINE C18 28'41'42" 25.00' 12.52' 6.39' 12.39' N73'03'25"W AND A PART OF THE SOUTH FRONTAGE ROAD RIGHT -OF-IVAY i �`r yak °c ,txp,4 tip, 00', STONE WALL BOUNDARY C19 1'15'54" 3650 00' 80 59' 40.29' 80 58' N86'30 41 W "}' w, �x.�;r 'i ' rFr 'u% 4xnt - EASEMENT C20 1'31'36" 3650 00' 97 26 48.63' 97.26' N86'38'52"W TOWN OF VAIL EAGLE COUNTY COL a° II t CHAIN LINK FENCE ----------- ! PEAK LAND CONSULTANTS, INC o •- WOOD FENCE - - - - ADJOINING PROPERTY C21 6'30'22" 46.00' 5 22' 2 61' 5.22' S56'58'55'W 'A , N C22 5'51'51 3650 00' 373 57' 186 95' 373.40' N82'56'48"W DRAWN: JF REVIEWED: BB SHEET 1 of 9 ' PEAK LAND SURVEYING, INC. 0) 970-476-8644 FAX 970-4'76-8616 DATE. 11/04/04 PLC JOB#: 2 1000 LION'S RIDGE LOOP VAIL, CD 81657 03 8190 8185 8190 x 8180 8185 x��X X-- —CT —cry—CTV— - —� GRAPHIC SCALE x---x --�„-�Ty-- Y °' ° ___--cry 20 0 10 20 40 v °°° x cry_-cr cry CTV CTV [. V CTV T�I._�p�Ri.-L TF/"-��ELZ7� -C!T SEL_ZRR �6�4 ( IN FEET ) c1v __ _�__ -sAe� +/ _x _�CTV�` _��--�-_- 8176 3 1 inch = 20 ft. / /°/ x—x x CTv� Sys 8175 _- r TEL�--TEL+TEL++$L�!$L 81755 EL X—�_x— ` - r raL TEL��— —r + 8150 X r �_r TEL TEL T& � TS��8 — 8175 6 TEL CTV-��CTV --TEL �V - 1QC� _ __ TEL TEL U v CTV�""CTV _ � TEL TEL�"TEL'." 8174 9 8175 CTV x CTI CTV f TEL EL' TEL "1 8 _ TEL TEL TEL 99*�E7 r" 8174 9 8174 8 - 8174 9 i+' CTV ►�!"°°ter -TEL�_TEL lA4c �- - ° TEL-_ TEL V�-CSJLrs' 8174 9 81744 TEL EL_ TEL x— TEL TEL _,�,rmv .C$ 8174 6 TEL "-TEL TEL _ yTy+ 'r 8174 4 8174.5 __---'� L L� TEL—-TE '-JGr7L.�� +_++-' _ EL-^ - EG \ 8174 1 / C _—�_ �i TE as— TEL TEG ' +�� co 8174,4 EL 8174.4 \��, -- f$L" -TEL- ". E_-- TE ,�� 81742 J J++_'r+++ +r �- TEL T$L TEL TEL -TEL T$ $L--_ �— EL$ EL E 8173 2 —_ ! C� 8174 2 rg sT - rot.- - Ar- x TEL EL `�V�+ 8173 9 -y'� 1 E L--- ELE fix/ a175 _ �fTEL rE !-�V� ° ++-'-- $ T 1 LE/ Wa 'AT r CT TEL �-�C'L•� LTV TEL —+ �_TEL CTV �- G_ 8174.1 8173.7 _.r+— J- EL 1 'f,�'� G��TEL r ► _--- -� ��TEL'��TEL L°f,P &LE EL! T WAT L NAT--`"WAT "I{ ' 8172 6 -! _ TEL CTv TEL Il / A WAT j yt"� T$L--_TEL + 8173 7 _——' — TEL__TEL EL6 WAT } 79Z TEL--- TEL —�r1L f 8173.7 -__ I_TEL��TEL E E/E / / — MAT--' _AAT-`_WAT 3 y,�..�7as - 73fy I 81 5 TSL ✓ + + �r TEL t V 81711 81741 _` — _ L / ELF x AT 79 7 t:= :`:,'�:.:�v 8173 0 P f Mfn '- ° Lei TEL Wp �'J '' 3±. ��r'� _ EL EL 1' TEL �gLE % \ AAT`--W T/^ T M 81735 __° .y' ,r L_�T ((T .)%%) ELr, 81736 ° r �_ T2L T8L TEL 81733 \ _�� '•� r� '� 20,"AT "AT M y y 8170 8173,4 TEL � � �E WAT/ W I 8173.1 � _ __�� / 81727 --�� TEL/ � ELE E4 � pT M 8173 0 8172.8 / \ 8172 6 I'T' ��TEL/ 8169 5 I _ pi�A,��, w y j 81686 / (/ L AT"'_-U'AT WAT I ` 'TEL �!.ELEV ALE G �1 `� /° \ 8169, ELF -- 81700 81696 _�-ELE--" T- - vAT ` 8172 9 81727 I - �81TEi''TEL'T �ELF---ELE�'E VAT--.'1 WAT-~.-WATT WAT' 8169 3 I `_ 8169 4 TEL ELF „� WAT 3$ ELEV"` LE WAT n ,E 8173 6 EL TEL 8169.7 NAT'_"__WAT � 8169,7 ELE/ ELE AT WAr I LOT 2 I C T E 8166 3 VAT 8175 — E 1pT__8169.2 TRENCH DRAIN I "a1s7 a VAIL/LIONSHEAD FILING 1 M y VAIL LIONSHEAD LING 1 817511 g I i/ Gg / _ I' I gLE ® AT 81668 _— uwa:�� i�8667 LOT T 1 �� W 81689 r 768 AT t t;� VAIL/LIONSHEAD FILING 1 1754 rAr_ WAT $i r 8166 5 `� t I Azl y 81786 l°° �- �1,1 _ �� 81665 /r I ° 8165.8 81640 8167 2 ° ° " SEWER MANHOLE MH 0620 ��' ------{•�'' /\� / 1 t�� alss 2 RIM ELEV = 8158.0' IN ELEV = 8143 I 8171,a CO \I IN NV ELEV = 8143 5' r � 8170.2 � 817 5 / � I `--I- 81662 8,66.0 I Ica— 9 R� 8161.4 / } f_r UNPLATTED yy r / 1176 'Y I y 0 81585 Iy I �41v i �h�F CO STORM SEWER MANHOLE X RIM ELEV = 8156 7' h Q s 81567 INVERT (E) = 8152.6' '' S` �'1'—cry__.cry ST-'v 12' I 'Cpp DRAINAGE INLET GRATE ELEV. = 8155.3' 8155 I � INVERT (N) = 8150.7' y � INVERT (W) = 8150.8' INVERT (S) = 8150 5' -- 81 0 n• u UI/ SEWER MANHOLE MH 0640 �- RIM ELEV = 8153.1' INV IN (N) ELEV = 8137.0- INV IN (E) ELEV = 8137 0 4" INV DROP (E) ELEV = 8133 6' ffi TOPOGRAPHIC MAP 0 N Q ti I — y sEW---s S LOT 1, BLOCK 2 VAIL/LIONSHEAD, FIRST FILING �, — LOT 3,A RESUBDIVISION OF LOT 1, BLOCK 1,VAIL/LIONSHEAD, SECOND FILING s 4:: to AND A PART OF THE SOUTH FRONTAGE ROAD RIGHT- : —_ ""L " I M�^ 6 TOWN OF VAIL, EAGLE COUNTY, COLORADO �XV�,k µ PEAK LAND CONSULTANTS, INC °0 LOT 2 SEWER MANHOLE MH 2100 DRAINAGE INLET GRATE ' i PEAK LAND SURVEYING, INC (UNABLE TO LOCATE) ELEV. = 8149.7 DRAWN: JF REVIEWED: BB INVERT (N) = 8147.0' SHEET 2 of 9 x m eq 970-476-8644 FAX 970-476-8616 VAIL/LIONSHEAD FILING 1 INVERT (S) = 8147.2' DATE: 11/04/04 PLC JOB#: 1285 1000 LION'S RIDGE LOOP VAIL, CO 81657 Cq -- ---- ----- ---- ----------- -- -------- ------ --------- -- --- ---- -- �` _ _ - ------.------------------- 8190 8190 8185 x x x x x x x x x x x x x 8190 8185 x -x x _ x x x 8180 x x x - -CT -Crv- v-Crv- 8180 8185 x ----x---.x x --�- CTV_�CTv CTV CTV-CTV-CTV- -CTV-CTV--CTV-Clv-LTV-CTv-CTV -- -CTV-CTV-CTv-CTV-CTV-CTV- - TP-�RD L7'p-` -CTV CTV ATV CTV GT1 _ -- CTV CTV-CTV-CTV-CTV-CTV-CTV CTV ---CAS-CAS- AS---CAS _ '- _�-- GAS-CAS-CAS GAS-GAS AS----GAS--C AS-GAS-CA3 CAS-CAS-GAS-Cd3-CAS-- -G CTV-�--CTV---- _ _��CT CTV C S-- GAS-' -CAS-C �CAS_ CAS CAS- CAS - --------- --------- �----- ----- ----�-----.�-- ,- ---_ Cb4---GAS--GAS-CAS � CTV- _CTV CTV _ CTV CTV- r�r.-C7>r TR/.- TFf.- �FI.- ZT1T TFf11(Ea---Z$t�L---C11is v CTv =�d� �"' C 8178 T 8179 6 8180 2 8181 7 ------ 8182.5 T -_-_-_-- GAS`GA3 - CAS=CAS- GAS a178 7 8180 9 -L7 V 9AE 8176.3 {1 IN TE 70 RIGHT-OF-WAY - -----_ 8176.3 i INVERT = 8172.7' Y alas a 81783 SOUTH AGE ROAD AREA OF B Y DESCEPANC DRAINAGE INLET GRATE 81796_ 81 =+; N ELEV. = 8174.6 SEE GENE RAL NOTE INTER S 70 RIGHT- 81756 Ate. INVERT (N) = 8169.6' (INTERSTATE 70 RIGHT-OF-WAY) 5 a,7b6 O _ C2 AREA OF BO Y DE g 4 s n INVERT S 8169.0 8181.6�� , �1 8178 5 8179 3 8179 8 81 5 U '}' _ ---- - 81767 - ------ ------ --__ a,77.a� _ --__ --_ ------ --_�- - __--_-- ---- --- -- ------ ---- --_ SEE GENERAL NOTE �_ -.r- 8180.1 n 8175.4 8181., _C81 TEL / "V -CTV CTV v CTV CTP---CTP-CTV-C Cr .1 CTV CTV ClV--�_-7 �- --- _ CTv i-ELE- ELE---ELE-ELE 6LE�•a.E°--- C!>�1C LE-ELF ELF E E LE ELE- ELE--ELF-ELE-ELF-EL E E---ELE \ \ TE TEL TE / 2x s EL C r CTV -CT[-�CT1!'= -f44t -�' CTV-----CTV-__ 81817 `�81744 / __ ___ TEL-----TEL TELL" EL /�/ �� ." _ '�- CTV--CTV---CTV CTV EL---TE \ �' �� ` = -- CTP �_ CTl�.��CTV 1 ` 81811 � EL LE \_ \ , _ L rEt \ __ 8182 7 ` TEL 81741 - � 81817 w � • i !EL TEL `T8L r r _ -- _ -- -- ---- -d T8 8173 2 - I � � \ -..��I��. �- �.-- � � r,.e � 8 TEL ~� 8181 w•.r E�W T 1 ,�� x'AT---W tfAT- A'AT---NAT-- NdT---NAT-NAT-'�'AT--- A WA --- N T WAT •� ELE-'_'- _ � \ � � _ J �`WAT-1YAT- - AT-�V�T lY T A Al �� • L-TEL-- 5 J 4 8172.6 NA9' 8181 6 ;PAT-- wAT 1 81821 B TEL- TEL-TEL-TEL TEL-TEL- NATt, -- 7,71 -7sy I 81 5 y ;x_8170 7 8170 9 8171 0 9175 8175 81819 _- -- - ^A 8171 1 1 4 28 9' 81825 I 81730 i, 8171 3 8171.1-- f 8182.3 6182 3 8182.3 4661' 177,4 81712 6 N 8182'3 8182.3 8182 z ano e VAIL INFORMATION / r9L rEt "} 8782.3 8182°3 8184.7 11 8182 F.F. = 8183.4 .� 818,;,2 TEL-- .ru ► ^ 1c W J 8170 (� ` ' 8162 0 1 "I'll .5 � 7 8181,7 DRAIN LA (TYPICAL) a O0 N [y 0 8182 14 3' 14 5' 81686 l fll Q 81815 V I) SANITARY MANHOLE w x v r L{ a o � IJ RIM ELEVATION = 8182.7 I '� w 4I 8181.3 y/ 9,p /1 II DRAINAGE INL GRATE 1 s4 10 0'x5 5' Fs, / ELE = 8180 3' 8166.3 N� (TYPICAL) ^ -� �� I) INVERT S) = 8176 4' s A� _ VENT > �t VENT VENT II w 7 -0 8181.0 I- � 8113110 ' VENT 8181 0 VENT :¢c VENT 8181 1 ift 81811 81811 AINAGE INLET G R ELEV. = 1 .6' a,sa o 8 16 5 N �INVERT (S) = 74.2' -. INVERT SW - 8174 0' / I LOT 1 , BLOCK 2 O a 807 81808 VAIL/LIONSHEAD FIRST FILING tiny I OUTLINE OF CANOPY GROSS ACREAGE = 5 229 ACRES IJ MEASURED NET ACREAGE = 5.205 ACRES II OWNER: TOWN OF VAIL `�J 1 � ZONING: "GENERAL USE" OUTLINE OF CANOPY I ,�/4�` I 8180.7 - �.' ans.a � � � I 6'6''4 ,I� UTILITY SHED 8179 4 a1s0 s 81809 F.F. ELEV. = 8171.5' xi 8164 3 NJ 4 v i 8171 3 8181 0 81809 81809 0 1 8 0 81808 4 I I 81805 89' F 171 Y I 81794 I 7 ns io N N t Q v Lx Ce I 0 / / it N 0- z H H Q Q/ I / 8172 (n Q IL / H H Q O \ 8176.2 4,5' N � / v 81789 5 8177.0 171 5� _ / I CP ' I 8175 3� u I LJ 8172 5 8177.0 4.5 81789 ::I I D17O � ' 1 C� 8177 81753 L_ I J I I OD MULTI-LEVEL CONCRETE I-- - `� 81751 I I PARKING STRUCTURE I I I �T 8167 w� I a u 1 'w• 8175.1 787 11 I I 81745 : (t-n I I .. 8171°9 I N t J WIN I I I I NIko I - -_ I / 8174.7 CD J I / I 81748 8171 y F 8174.8 8174 81746 VENT ( VENT :fit VENT 8174 6 8174.9 81746 // 8165 3 J ! -� 8174 7 , - VENT � VENT 8178 4 tJ 8174 7 \` --- / I �� 81711 �,., .,,^,� �+ 8171 5 v 816 41 '0 J DRAINAGE INLET GRATE _ �Q" T 0 =" 653 INVERT ELEV. = 8160 9' trt P� 8,762 , /, " 81748 ( ) tf�; �, C� x `��// } �1 �:M1Y: Zp{ 81729 (Z\\ 81745 y'`' =kY / 8,747 GRAPHIC SCALE 1!(1 ,:�,a�`# 81645 / , I�~7. *u� 20 0 10 20 40 DRAIN STORM STOWER MANHOLE 877 TOPOGRAPHIC MAP (TYPICAL) RIM EL 81461' g ( IN FEET ) INVERT (N) = 8143 0' LOT 1, BLOCK 2 VAIL/LIONSHEAD, FIRST FILING #vy°r t« 1 inch = 20 ft. INVERT S - 8142.6 - 8162 7 LOT 3 A RESUBDMSION OF LOT i BLOCK 1 VAIL/LiONSHEAD SECOND FILING �� INVERT (NE) 8142 6� ' INVERT W 8143.0 N a {', t 81773 �' ( ) AND A PART OF THE SOUTH FRONTAGE ROAD RIGHT-OF-WAY ar+. ,f,,�.. K 8173 8 8173 B 'x;„$Ty "� Y�``,,W�t..i„ "�.' ,y_^ •i r,tAr�1 ,�.a -, :h<�,��F''£n �•; INVERT (E) - 8142.5' 8162 yy,.. / 8173 9 9176 s TOWN OF VAIL EAGLE COUNTY COLORADO �;�4a'ti' ,_:yr - �'vt'�m- ak 'i91"".:'�ta1'n' 4� r'�a,"��4',,'�,F:+ ,Y':h,•K 4. 'y 1 4 r` x+ o- •' I nfi -• 'e.,..,y s; ?}' 8152 3 - 8151 8,73 9 n 9 87739 8,7376 , 81b1. ' 8173.9 „'4°a 4"4 - - = 3 ..i -s 1 La ',r�.;" s s'' •;,' ; x,; 6151 B 114.4' I w� 8751 9 F REVIEWED: BB � �i Y: raw hq 4• �L 81522 9.0 Q15� 489 8 9154.9 9176 4 PEAK LAND CONSULTANTS, INC. *;, - .,�; �•_• w„�° 1548 3' t PEAK LAND SURVEYING, INC �I h``rh '`°' s}�t; ' �' `i l�� 81549 - _ _5154.A °� DRAWN: J E SHEET 3 of 9 ' I/ 970-476-8644 FAX 970-476 8616 ', 1 } '4r ^° ® �\ \ \\I� s,s2 DATE: 11/04/04 PLC JOB 1285 .N. 1000 LION'S RIDGE LOOP VAIL, CO 81657 \� � � 8 N .r a tt 'z d En -_.. w 8174.7 sr ' 1 " CPP at 74 7 TP 8174 8174 8 81746 V DRAINAGE INLET GRATE ELEV. = 8155.3' 8155 EE VENT INVERT (N) = 8150.7- I Olt INVERT (W) = 8150.8 INVERT (S) = 8150.5' \ .0 81748 815,4 SEWER MANHOLE MH 0640 ; ` r 81788 ' RIM ELEV = 8153 1' �' I n by` INV IN (N) ELEV = 8137.0' I� I ��\ 81747 INV IN (E) ELEV = 8137,0' I a ji 4" INV DROP (E) ELEV = 8133.6' ENV =7-= 8136.9' SEW---,EB v 4,> \ v} r' • i 81741 8 51,8 V' ` " ` 81773 n 8173.8 81738 8173,9 81738 176 4 A 81739 •�, p 81523 - 8151 9 �\\1� 8751 6 114 4' 1 L, 488 3' SEWER MANHOLE MH 2100 DRAINAGE INLET CRATE 1 1 I °' Bt 52 5 �,I�' #�.' �u1 C X154 8 LOT 2 (UNABLE TO LOCATE) _ ' e4 `F/I _y;`��°'' M1 ' � _ 81549 ELEV 8149 7 l \I �\ INVERT (N) = 8147.0' VAIL/LIONSHEAD FILING 1 ; , ya•. ` INVERT (S) - 8147.2- \ � _.-;;y.• :�;ti sf,'+j. � � / MULTI L y ,.,,: ;�•;� `y.��} „�;:�� EVEL CONCRETE STRUCTURE � - - _ • r _ __ • • • __ ' -� 5. \M1� ]R v;x11•"t'•4'„rt<.'w,v+ds o�ffr"',e°;,v��+;,y�r`F F='"`":'~'�3`'M'.„yxt'm.taa"w',t`.°r'"''i"°,r,•fi"'?`,.9 v��r'r.,',f`„''r��'�'k7a:`r i''a'„{_ .f. - ..- . $9,_ 1 ., LOWER EVEL F.F.FF 4 , 818 47.4' 97 39 00 , 1 3'78' 7. > Y 5 r.p . ' 15 .71 1 17' ' a � ` v /J CAS_•-- 1• �I�-/--/ . --_ LTV GA -- CT� ® �_� d A 1 y a J b' y\ \�\, \ d 2 3 1%549 o-11 t h /?',r ti♦E,.L y.,�.�r=S Y;,r`_,='<,,^�",r,:',a'.'.•^.-,\,-;?.6rr`'zE_�.3,,:,]P,x r.h f e.p,�r+�r*y c M,k'x.'�,x{F:..F f,+,r"L�`?'A'.,,.'wM'y'�,s'y",w.',r`q`�;;S''x✓a'n�^t.t�r',,r,-.a.,,�;x 1,`.r i a'rr�,.a:'d w,`.�+1 r.',;t,;;,F8`*,S➢k tr,.*i,,,•,''.,�,R+r",s'*•+,c T'`r•a,,5 z�r/s?i o,:.,'�.�Sy'.s r'..,y}y'tirh a.,Y r:Y:`;+e c'+Jw'-k v,.'a°_+S Yv°v`''M"M°t tY�3 T'+':p tvs.e`.<k>.a t,t.rr,�.•k,°'r r�'f.,,:`:,.`ti",,,�r a o-`..r.`;i..*i.".'''t.-.,W't•�'W f�--..l a*„,3 r 218, 1 s 7�8u.y E'a r,Y%Ph"`.,+*'7`q`"f�.;,-r'`.y'•saw,'r.;P.'e`h,,�P A t 3*...�`{.,`"*P°Y f>3,�k`.._.a u?a..�r;✓r'...i;ri"'.;',n"k.r u-,*,,�4�C'a't'.''.'Y.�i^e d,rsr?'`"''y°_,.�r;h f sa n r t r"i°<�•,ar"`.i',,„•�°,'u,;_yi r-"+,,"psr,,ro j,;,o`','>`,.,*tr r t.,lS�'w•a4.S''„.,A.'^1:,ry Vd'f rr�r}m''�F e?;'w�w'�'''p�;`-c'r.r:'E_"`,'w`y''',i*'+,"1r.d 6.;'<',.5 f£'.:x$_,•:h,a�"M`,••��,'�itf n"`.'"r�;i;*'F`f',h�;,'•�r'D r s'_'an`,•-,.�..`.„{}':'"'F;.t.'•`Y'-S r,s�.*^'e�;uy'`R.;t.a,,,z r!_�,•^7C'y°S r'f•v°�v, '-r 1•'ha'Y n x ro-„�`u,i`.l.•+�a;'}o'''',�c�,�Y.o,,`+.3,.,`as;l,t d e C n�''„n'+b"':A;.i.Y 4'+`F r,'.a`r rr'„�fi[4.r1`✓_,i.t,,r.s it,•,...',1,,�.FN+11 fio yr'' 1�1 n ' a ACCESS EASEM ENT .� d Y,i o�•.r'r�,'`,.-t,,•r`.:;&.^,,<,',;;,'•�'�a.y_:ry','r`.,r1rx,�a k+".3.,'°,1^s S4 4C-""rA"p5'd. •:,.rir,t s,e.,x"!•y`s+�.;.„,ifi 4„>n,.•`'s..v^s`.fy.4;;,'r,"''s:,•,,iF c q 7 a'•'v.''°I,rt r;•„�i*,3q'y�^-J p r'r.-'°r,•i�<r k,,`,'ti,..4;9'�•'si.r�>r,ae",h'!,r+`'.{,°a_,'' ,.,.,L x+.•-t:°,Pny�:`'�1 Y.';..s', 1 I -_---- '- I- _ SLS- --- S ._ _ -J O 150 8149.5 P AGE 481) (BO O K 229, C'e r? 8146.8 : a 1464 S 1 6 0 ELE-'t a"a 4 �. a C AS CASECAS C §G AS CAS-CAS-CAS- CAS-CAS-GAS-CAS CAS - CA S � - - 81465 cry I GAS 8146 0 CAS-CAS 'AS 6" PP 114 GAS cry � CTV �v ....�� -� ._. - .--- _81.4_4•L_V - -0'0 DRAIN t..CTV 4+I 8 � �C771 40 G Y 81 D � E E x11 WITH TANK UNDERGROUND E FIRE DEPT. 1 5 Ar 8145 9 HOOKUP DRAINAGE INLET GRATE` DRAI NLET GRATE , CMp { ELE 8146.0- 1 I 8146 6 �, , rX, LEV - 3' `"""A� ! sLE 8145.e ' � y� ELEV, = 8146 0 81476 `..tti � ELE y� : INVERT (E) = 8144.5' 814 I RT (W) = 8142.5 f _ h ,r•, • !cw \ ""' INVERT (S) = 8139.3' EL ��•• �.�.r 'G. hi WAT WAT WA ---•-IvA?--WAr --mar-----F'Ar aT AT WAT- WA. WAT E►E @` �....-• MAP � 7 `` °' � •'AT- �-_._,. y 8146.5 -� _ _. _ ELE - ELE ,+ s _•_._._1rAT'--"-'-BAP-.'_"AAr �� ,',��-„• .�\ 8146.8 �_� fa'AT- WAr---7:4T_ FAT- 8146.5 ¢LE-u__ELE LEA_ EL E ELE----- ELE Z VN _SfAT--�`WAT--,...`BAT-"""'BAT 1G 81459 $?46 9 8145.7 1y ,�,;. �!<Ar�'_ver---- � rEt TEL � to 4 F NAP B6Y - _- TE -ta- 8144.6 \" v TIU Y 8146.3 FAT_ . -eAT-• _ 814.2 21 _T - ti y R ATE `y NAT T / •�\ \ 81458 81452 X/ ,r c / 8145 6 r / 1 Y MI 1 s t 511~ VAIL LI ON SH EAD L EEV AGE813L 8T GRATE ` 1 -n 1 �� DRAINAGE INLET GRATE 8148 9 / III CONDOMINIUMS V = 8141 8' 34 INVERT (S) = 8135.5' , ` W1�35 INV V141Z r21 � 1 � ( ) // OWNER: VAIL/LIONSHEAD CONDOMINIUMS 4k \ \ INVERT W = 8138.4 0 1 1 p' y \\\ °°\\ INVERT (E) = 8138.1' 8143 4 -1/ ? // (RECEPTION No 115122) (9001f` 22,9, P4 �' ,/8> � >, GQ Or DRAINAGE INLET GRATE 1 ELEV. = 8138.0' INVERT (N) = 8134.9' Q� 1 81d'6 INVERT (S) = 8134.8' .r /� ` TREETOP CONDOMINIUMS , 81411.3 �;:x,-kCp � /� OWNER- TREETOP CONDOMINIUMS ,� DRAINAGE INLET GRATE �yv y i "�138 4' V / ELE . = 8 ( 4„ BOOK 222, PAGE 223 ) A INVERT (N) = 8135.1' �, , \� '" r 8140 y �� INVERT (N) = 8135.8' INVERT (S) = 8134.9' whMy ` \ µ} _QA' ;4 15" STEEL DRAINAGE INLET GRATE `\ ELEV. - 8140.7' - INVERT (W) - 8137.8' GAS to C1v CTv Cry C GAS 1%, N N i 1' R I a„_---_ Tfa- 'G=ces----GAS- --GAS / BUS co _ ",4 q� DRAINAGE INLET GRATE \ , , ��. ��`fi� ELEV. _ 8140.1 y� s6. SHELTER i F t F ,4y°T -� INVERT (N) = 8136.2 �GQ 8LE $ g .g 2 E �� ' INVERT (E) = 8137.1' L c�- Bur fi w $_' `, _ 3`� INVERT (W) = 81361 12 LE�_ �c\ Eis\ �'h `` � m`k �1 INVERT (S) = 8136 1' , ,. ,aa - „'tyih�•'"�•+1 Ate+` B t �''s,, '., ,�'`° �•,, ;�''_ ' '' -g -., ,. k ,ry fix, , DRAINAGE INLET GRATE �'x HEM ELE `�, J L a SEWER MANHOLE MH 0660 ELEV. = 8137.7' ,1'aA , ti, o' ,, •%g �.� RIM ELEV = 8140.5' INVERT (N) = 8134.2' KIEM�. 1 "y. �-- _ is L> �4 =,,v`ts _ INV IN ELEV = 8126.3' __�__ 8" PVC (NW) = 8126.5' INVERT (NW) = 8134.3' TATU a: -- � X ,4'TOV° ,,i`y�', '> ` ,w"; "` � '. / INV ELEV , 8126.0' INVERT (SW) = 8134 3 ;- INVERT (S) = 8134.2, DRAINAGE INLET GRATE ELEV. = 8136.8' 4 DRAINAGE EASEMENT INVERT (S) = 8134 9' a` .Y \I � '_ ° (HATCHED AREA) C3 V w t ILITIES� y I, SEWER MANHOLE MH 0680 GRAPHIC SCALE w RIM ELEV = 8124.7 3h INV IN ELEV = 8116 3' � -�t '�; ''`�,h ;r� '� '�, 12" VC DROP INV ELEV = 8120.0' rn `� "" ` �' °'=t INV ELEV = 8116.1' �I//� 20 0 10 20 40 "' >< ( IN FEET ) 1 inch = 20 ft. `z m; 7 YY°� 3 4 ��i DRAINAGE INLET GRATE 7 ELEV = 8123 7' INV = 8120.6' Ir DRAINAGE INLET GRATE No ,pE'> ;1= ry i'� = TOPOGRAPHIC MAP 3 ELEV = 8135 8' o f' ^p' =w ' ' y. r4 LOT i BLOCK 2 VAIL ONSHEAD FIRST FILING .s INVERT (N) = 8134 2' U a_ ur4 DRAINAGE INLET GRATE INVERT (S) = 8134 1' w \ �= �"`' `•' '�°, '�,. - LOT 3,A RESUBDIVISION OF LOT 1, BLOCK 1, VAIL/LIONSHEAD, SECOND FILING ELEV. = 8135.4' '' - � DR,INLET GRATE „ ,4 •. _ ELEV = 8123.8 „N„1 4' a y', .x At§fit• ` ' INVERT (N) 8132.1' AND A PART OF THE SOUTH FRONTAGE ROAD RIGHT-OF-WAY 1 ' F INVERT (E) = 8133.1' , �_ ''' INV (N) 8122.1' TOWN OF VAIL, EAGLE COUNTY, COLORADO INVERT (W) 8132.0 (E - ^' ,� , ``,� "-- INV 8121.7' - � ;_ •h,3h � v ) DRAWN: JF REVIEWED: BB m PEAK LAND CONSULTANTS, INC. PEAK LAND SURVEYING, INC 7 08' N ay ,l >,,�4° ET 4 of 9 970-476-8644 FAX 970-476-8616 ` �4 SHE 11 rN+ 1000 UON'S RIDGE LOOP VAIL. CO 61657 �b '``� DATE: 11/04/04 PLC JOB#: 1285 N .r • C1i 8190 _ - --„� 8185 X X--x--X — _ X _ _ _ GRAPHIC SCALE V— CTV--�'-�' CTV - _ _ - - _ X X x —CTV_.._cry_�,— cry— —_---__ x 81,90 �—`'` 20 0 10 20 40 CAB-CAB-- caS---CAS GAS cry cry cav- _ CTV - - '�---� �,�� _ ��`Jr—_x -�.`-----`, �" -- -- cAS- CAS —CTV GTv C7V _-"�••. ` 8183,4 -. --- CAS-_-C4S----CAS----CAS• CAS -c7v CTV 8184,1 — CTV X x — IN FEET S -CAB- CAS C _ CrV LS CAS _ Cry— INTER 70 RIGHT- OF-WAY 8185a - ---______--`CAS_ CA `'-Cry—crv_� - —�X - _ _� 1 inch 20 ft __ Crv-._crv_� - --- _ Cry_� --v-- AREA OF BO Y DESCEPANCY � s,e63 --_-= -CA C1v"� --- - _ CAN CTV CTV _- __X `� (SEE GENERAL NOTE - �818 aws '� cry 8183.4 - -` CAS-'--- 8'D _ _ VAS 81890 81811 x-`c` ►_ -CTV �Y 8181,7 - -- _ ` AS CTV�� = _aTV _CTV 81821 '`c`-�cAS Crv ' C _ 8187,6 CTV_ x I \ 8181 1 --—- 81828 8181 7 8182,7 81901 --� x rsL raL \ _ _-_ __ _ �-- _ - ,-- - _ _ ��°sy___-Et836 SANITARY MANHOLE MH0200 `-` S'`"-c�s ~ �� `TEL-_r�i� ——— ——/ % 81823 8182 6 - RIM ELEVATION = 8174,0 __� 81864 - �._=CA„_`C COY ___17-V T8L \ \ raL—TEL / 6" (W) INVERT = 8165.1 ,i _- 81894 \ stet. rsL rsL--�ia // 8185 \ (E) INVERT = 8151.6 �\ t// rac-�• rac \ 10° VERT = 8151 3 / -` - e 9, 3�` '_`7 8188 3 , 8190.5\ 8184 2 8181,8 /v - \ r / � 4, �\ -� SANITARY MAN MH0180 w` �-- r.4r`_"- �qpi 8182'1 8182 2 // �'/ — 8183 2 `� ` - RIM ELEVATION = 81 - `cA - ------ �- \\ 81894 8" (E) INVERT = 8160 6 8797 B 8161.9 -- r _ _ _ _ \ CAS �Ar wv / 10 (NE) INVERT = 8161 0 81825 I ►Ar - ` cAS `` cqs_� Cry 28 s' I°ar wAT r t I # 10" (W) INVERT = 8160 8 `C4S_� - _ 8185 —_, 81909 �� VAIL INFORMATION F F = 8183 4 ,/ 818 ,2 "qr 8192 0 8182,1 81901 81847 "1 _ / r 8180 _ 8182 0 1 a 1 5' / 873 �--� a / 8182 4 >p s 8191 4 -- -----•---t`�c- 8182 " � �- ` I I ` � 8180 6 � wV �a �— 8175 8 _ f �.c-� 8190 5 14.3' 14 5' �� AT----r�, f � =r� �"A,tA. S� s�v-__ � 81779 szw SANITARY MANHOLE �, I I RIM ELEVATION = 8182.7 A RESUBDIVISION F LOT BLOCK 1, / 8180.7 8179 5 w VAIL LIONSHEAD SECOND F G x / 8176 4 qa�- `�`` II w GROSS ACREAGE 0 730 ACR �'�Ar�Z49 II DRAINAGE INL GRATE I w I `' 4 � EL = 8180 3' ( S a M RED NEl ACREA E = 0 717 ACR ,8 / /� m \� Rr'_�"Ar 11 II 4 INVERT S) = 8176.4' 0 / / /- -` \ 8174 2 ' msr`"trAl�T r ei7- PARKING II II ' a I ATTENDANT `y / 81 77 3 - � 8,Aa BOOTHS 0.4? a 8176. 17 R _ r �I / / !M Ir4r- A'G$ AINAGE INLET GR I I / y 81651 r___ 81743 Zr I� ELEV. = 81 .6' I 8177 4 �, `" / 8 t- \ Ar `6JigT d 75 0 N 00 INVERT (S) = 74 2' 1�0 i -_-- r--A L\ II u INVERT (SW) - 8174 0' / 81757 SANITARY MANHOLE MH0220 776 �/ / RIM ELEVATION = 8169.9 ar 10" (N) INVERT = 8148.9 r / - / ,/ / 10 (S) INVERT = 8148.7 ATE �� i = � I I � / �/ \/ / \. - 81730 / ;µ G I-- 8175 4 / J 8173.5 ti "�Q `- I I- _ _ _ - _ - _ � L8164.3 \ - �- S 7 loll �QtsE Pgr Aa b o 8166.4 •'� -- _- 81752 /� 164.3 \ - 6174.7 ' Q' I c � y /y 81570 $1660 --1 � / � 89' - s17 MAINTENANCE SHED _ F.F. ELEV. = 8173.5' 179 4 8173.1 INVERT = 161.6' / LOT 4 81675 \ / / 2 81 7 _ 81745 f y / �� 1 y l I / 8'72 8 816 / A RESUBDIVISION OF LOT 1, l 81728 / y ; BLOCK 1, VAILAIONSHEAD \� / SECOND FILING 4 I 81725 81789 / I OWNER: VAIL INTERNATIONAL 177.0 INVERT 8173.7' 8177 8��0 CONDOMINIUM ASSOC. ats73 a , 1\ J / 8 25 C-) / (� (BOOK 231, PAGE 616) - 8172.9 '� \`` / 1 vX1 I I I 8172.9 I I INVERT = 8159 0' Ir 8172,0 � O 81751 78.7 815A 8171 9 &760 I 1 y / �-- OUTLINE OF 6 STORY BUILDING I I I I , I ' � n � / � � �I� I I I I I y V H I N I I I DRAINAGE INLET GRATE 81722 I k Iwo ��" i a ` 8166.6 I ELEV, = 8170 7' I C-41 r- I " INVERT (W) = 8167 9' I 8171'9 —I SANITARY MANHOLE MH0240 / I s , , I RIM ELEVATION = 8157.5 81749 t -� st7t DRAINAGE= 8165ET GRATE F ' y 8„ (E) INVERT = 8149 2 /A_ 8174 6 // I r f � �' 81784 I ` y INVERT (N) = 8162.8 I I 1 � � �' 10" N INVERT = 81411 8165.3 ' ,, \�, � `� 8 E INVERT = 8141.9 INVERT (W) = 8162 8' I ,� ( ) ` 8,747 mot- / I ' 81711 \ / 12" (SW) INVERT = 8140.9 6�'�CPP,'n „ r -1� --- --- .°„__ 81714 8171.7 \ 'I \ _ �4 ' m ow " `/,l -1 8171 5 8158 2 8164 653 / -- -_ �,_ / - / 8171.1 ,--, I4 r L / 8178.2 M " F 8172.9 _ (0 1 8174.5 Ra%" ..'��,�'� 8� 0 816 / i�GAS�� 00 f. `' 8164 5 / t 7 GAS CAS V t 'v'..Q // / / CAS—C CAf—6JiS N GAS k',.'�`''•,.A'c.,`°,� �;� ` CAS— _ -`„�.2_ ' � /e w CAS---GAS �r 81741 x 8165 / b �� / �� 8166.3 CAs J st AT _` _`cas aAS�,cu LOT 1. BLOCK P TOPOGRAPHIC EAD, FIRST FILING A / �-- / CAS 4 � �� /11 �1 / / ��"� WV ATE"”-WAT,F(Al a 8764 2�- �� I � `� c''s�c,�� LOT 3,A RESU13DIVISION OF LOT 1, BLOCK 1, VAIL/LIONSHEAD, SECOND FILING 816` -- 81st 8 ti"r.r q9_CAS'- AND A PART OF THE SOUTH FRONTAGE ROAD RIGHT—OF—WAY 8161 1 � IPA ——— _ __ '�� 04S____ TOWN OF VAIL, EAGLE COUNTY, COLORADO ' to PEAK LAND CONSULTANTS, INC ,>`: �tfi °a p . C�S -CAS— CAS i PEAK LAND SURVEYING, INC 6Yyn4, --- 1 � ," / 81610 `� — DRAWN: JF REVIEWED: BB 970-476-8644 FAX 970-476-8616 8,62 7 �' / .y SHEET 5 of 9 1000 LION'S RIDGE LOOP VAIL, CO 81657 "h ;,;- , 8150 855 �s 8161.7-7► f ' ` r , 8� 81594 � , DATE: 11/04/04 PLC JOB#: 1285 yN N a --I 8180.7 8175 , - o I 81664 UTILITY SHED `�' �' I 81752 / / / y 1643 y \\ F F ELEV = 8171.5' 81747----J a 81809 �r I I 89' - 817 MAINTENANCE SHED ri 81 Boa - n 81808 818015 F.F. ELEV. = 8173.5' rnl 81704 I/ � i - I 8173.1 v y / INVERT = rl 61 6' / V) \ , - 81745 ,y LOT 4 a ¢ o- I 8172 \ // 28 A RESUBDIVISION OF LOT 1, ►- 1- li 1n y / I y 81728 ? / a BLOCK 1, VAIL/LIONSHEAD I \�/G / 171.5 y / I SECOND FILING 81770 4.. \ / 81725 / / OWNER. VAIL INTERNATIONAL 91789 / /� / � / 114 / CONDOMINIUM ASSOC. 8177 8170 INVERT = 8173 7 / !� 1 I l I / / rr,c> 1 j IR (BOOK 231, PAGE 616) I I 18 25 ' I I 81729 ( I LTI-LEVEL CONCRETE `-81729 ARKING STRUCTURE ` 81751 1 1 I INVERT = 8159.0 I / �Y _-/ 9 81720 I I I I �, ' 8,67 i " ' 8r /� j y 81751 I' 787 i k I i 8171 9 1 y V Y DRAINAGE INLET GRATE x172 2 I y ' l a I I I I ELEV. = 8170.7' c�vlo I I I INVERT (W) = 8167.9' I 8171'9 SANITARY MANHOLE MH0240 8174.8 1 ` , RIM ELEVATION = 8157.5 8174.9 1/ 1 8171 DRAINAGE INLET GRATE e�1. 81746 8 (E) INVERT 8149 2 81747 81746 ELEV. = 8165.1, " (E) INVERT 8141.9 VENT 81653 8 81784 INVERT (N) = 8162.8 INVERT (W) = 8162.8 , y )( 10�� (N) INVERT = 8141.1 ti / I I 12" (SW) INVERT = 8140.9 3 � 8174 7 % ( _� 8171.1 - - 1" I \ \� / 6" CPPr _ =,�I 1 - -------� 8t7ta at 717 �\ I DRAINAGE INLET GRATE "N 81641 °'��h65 3 8171'5 -_--- ----- _.- �� 8171.1 ' � 4 I a sL ELEV = 8164 0° x 6(ps *11? / f +� rat Et E to TE T INVERT (SE) = 8160.9' 8178. W ll.� x , >< V / V Q V ter' "' k.x• *- 8172 9 / z e,t ` CA 81745 816 / I I 81 81 7 64 5�/ 1 � GAS � �6y_ s aas� CAS-G -CA ,e-6aS \ \ ```_ S_�GAS CAg `_CAS DRAIN STORM SEWER MANHOLE 81781 / c"s`� "I CAS-GAS��. 71 ` (TYPICAL) RIM ELEV = 8146.1 / 81 / /� Rev 81663 WV INVERT (N) = 8143.0 / 5 AT ` INVERT (S) = 8142.6' 8162 7 /� 8161.8 Gpg �r w" Wa1s a�' xar--'waT w INVERT (NE) = 81426' / I � , VAT- - - t'- 8 81642 INVERT (W) = 8143.0' . INVERT E = 8142.6' 81626 "� i A� 4 - 81618 8173 9 8173.9 ( ) i 81611 8160 s - --.� 8151.9 � 'S °-. wAT mA 48 0 4883 81737 17683611h�r 8161,1 'y APSQ]S > _ 8176.4 8173 9 �Y / ti 8154.9 81549 8151.9 81670 � `------- _ y gV l 8152 6 < 16 81 55 8162 7 / y K „ 8159 4 - - \\2 J G 8181 7y y�9 6 8160 0 8 !v!.� 44� F �� S' "Y� _ / 160 8 ,. }y�' 00 VENTS ( �I/ •�- . ��: y/ TYPICAL) 81578 81 0.4 q`� �+ g, 81566 131594 8159.1 / 0 " � �r.. 3 `C� �� ry R MNIELEVAMONHOL8156 0260 5 ,\111 c, 50 - G / ' � r 4 81 /a' 12" (NE) INVERT = 8139 6 150 JGrm .'; " ?'h, / / / �` �� X0 8 /� / 81562 12" (SW) INVERT = 8139.4 8 / �6 e / v 8157. y/ / `° 81468 8146 4E- az �- � Y" B15s o 6/ SANITARY MANHOLE MH0280 -- �- -- -. --._.- ---- 8146 4 �- 8149.2 ��-aLE aLa - - -'��a�S7 - - - - - - - - - s _ - _ 8147.2 � - `'' Y` �Mr ,�� ,� � G11` 8155 9 - ` �y ��v 8155 9 �e � RIM ELEVATION = 81549 RGROUND <<a' -�}�,�2=GMP--- -- - --- - _Er -- �' ,' w� � , f h ,�4� I / �' f r / y- 81546 12" (NE) INVERT = 8138.6 e. i3ry a - 12 CM P :` c '( /`--8155 3 / 6 l�yF �I = F .-tea .,,_ _ i w` - � �a 18" CPP 'r . ;. : ,. A l 4- 547 _ _ �i y m 1 81546 \ � ' 12 (SW) INVERT 8138.5 `'<<n 8149 1` _ ='.=X >n �4 G i+, ,- ` i h v ,ate DRAINAGE INLET GRATE - - ---- =:u. cis t�� y tr5. .j�- '` $8 /�$ 8146.6 DRAINAGE INLET GRATE 8188.8 - ---_._ - -- -`="_ _ .� - _ 8154 3 ti 6 N 8153 5 \ - - __ _ i �-- I SANITARY MANHOLE MHO300 ELEV. = 8146.0 Z"! - �\ '� INVERT = 8149.3' 8146.7 ELEV, = 8145.9 r� ws -` gt N4 wt RIM ELEVATION = 8153.0 INVERT (E) = 8144 5 81476 8148.9 0 c. a €` „ 12 NE INVERT = 8137 7 INVERT (E) = 8143.8 � 8152 2 � � ( ) y � INVERT (W) = 8143.8' ` �y6 V ' a1 s1 2 12" (SW) INVERT = 8137,5 T mAT WAr--- n �n B1469 -= DRAINAGE I T GRATE DR INAGE INLET GRA n 8151.5 mAT---- WAT--.-_ mAT---- .,. as.9aT i mAT" m,lr �Ar� ry ELEV = 8145 ELE = 8145 7' a `y'�o f INVERT = 8149 1' - AT=mAT=mar m 7 81455 + INVERT (N) = 81 2.2 //'� INVE T (N) = 8142 2 150 r TEL - mAr WAT mAr mAT WAT M 4 D CI RC INVER (S) = 8142 4' TEL TEL �_ mAT-- _mAT INVERT (S) = 8142.4' C E T / � y� I SANITARY MANHOLE MH0320 rEL rEL--- mar--- /`� " " RIM ELEVATION = 8150.0 raL---raL---.TEL _�"a°_ maT-___aAr ,4'��rvAT--____ (R.0 W VARIES) P IC RIGHT OF- �-t 12„ (NE) INVERT = 8136.0 TEL 1'a - mAT mAT- AY L TEL TEL FAT-mAr" VAT- �"raL�� 148 6 vi TEL WAT"" mAT mAT-mAT WAT r P ' 12 (SW) INVERT = 8135.8 1 wv Ts - _ mAT WAT mATr EL AT _ - a TEL --- -- - - -. \� r� x '�--- 8150 2 TEL �/ ;a.�• VENT LOT 5 /A 1 1 N6 Aa A RESUBDIVISION OF LOT 1, BLOCK 1, 8142 0 \ ��1U 1 `� , _ \ - 81506 VAIL/LIONSHEAD SECOND FILING VAIL/L I N S H E A D �`" \� i �\` a1 as s ` OWNER: TOWN OF VAIL (BOOK 238, PAGE 313) v 1 r 8142.7 �\ �\\ / 814 x142 7 `� � ,� \ "' \ CONDOMINIUMS 8141.2 � 81496 h 1)N ' Y OWNER. VAIL/LIONSHEAD CONDOMINIUMS I L-, 81415 V � �` � (RECEPTION N0. 115122) , `� \ SANITARY MANHOLE MH0340 \ ` h DRAINAGE INLET RATE \\ 49 s oo RIM ELEVATION = 8147.7 w _J/ELEV = 8144.3' 12" (NE) INVERT = 8134.4 \ INVERT (N) = 8g4l 0° 12" (SE) INVERT = 8134.3 INVERT (S) = 8 40,9° TRACT SB & J aw \ OVINER: LIONSHEAD PHASE III, INC. STEEL ACCESS COVER (BOOK 288, PAGE 283) 9A\ I m? \\ w LOT 6 ` A RESUBDIVISION OF LOT 1, BLOCK 1, \ \ VAIL/LIONSHEAD SECOND FILING \ \ (ST -- �_ OWNER: LODGE AT LIONSHEAD III CONDOMINIUM ASSOC. \ / (BOOK 265, PAGE 187) VA \ \ / 7>, 9� GRAPHIC SCALE 20 0 10 20 40 01 E a M ( IN FEET ) 9A e$ 1 inch = 20 ft. N � � TOPOGRAPHIC MAP LOT 1, BLOCK 2 VAIL/LIONSHEAD, FIRST FILING LOT 3,A RESUBDIVISION OF LOT 1, BLOCK 1, VAIL/LIONSHEAD, SECOND FADING 00 F �. CQ AND A PART OF THE SOUTH FRONTAGE ROAD RIGHT-OF-WAY .10 ^�L�y '"•� u�,SAA,31rY'L;`Lwi .4`Tif` Y TOWN OF VAIL, EAGLE COUNTY, COLORADO I4M , PEAK LAND CONSULTANTS, INC. A CID PEAK LAND SURVEYING, INC DRAWN: JF REVIEWED: BB 4 w 970-476-8644 FAX 970-476-6616 DATE: 11/04/04 PLC JOB#: 1285 C4 1000 LION'S RIDGE LOOP VAIL, CO 81657 SHEET 6 0 9 t� 6. \ \\\G_`'GgS 81920 �GAS��-__` \\\� GRAPHIC SCALE \ 04j, G '� _y \\\ 20 0 10 20 40 PIP � �\ \x \\ ( IN FEET ) \ '\\ cq 1.CTy,` �� _ 1 inch = 20 ft. \ \•c--- 8190.5 8192 3—\ \ \\\ igs \\ V \\ 81915 \' \ GAS= \ \\ \ C \ 'S \x81906 ;y 81925 ` GAS \\ \ \� �_CAg \ 81915 \ 6.0' DIAMETER CULVERT \\ \ GAs SAT uAr 8190.6 FLOWLINE = 8179.5' Bi ar a \ \ dl\ \ 8191.4 IN GAS \ ch, s, RT' - \ ` \ d R yT L 8189 5 \ T \ \\ \ k GAS °v\ t 19 \ \ \ }\ �'S r s %rr.--� A \ O 8190 5 IN oar \ \ T 8188 5 Gar 81 81794 \} \cws "N 8185 \ \ h 8187 5 \ \ / GdC441\ T / 8179 2 O T\ F �' 1828 \ / � �.��• w� p 0 8179.3 a�s� 8180,8 8179.7 \ / \ 81 —\ \ 81873 P4-asr \ J \ x / 81799 8174 7 \P \ \\ \ �` ` �--- 8191.4 / \` \ \ \ 8185.7--�\ \\ `\ 8174 0 819 \ p� 1.3 \ t--8185.2 \ \ ` * 1 81872 ' V J ,Q \ 8184,6 81 5 81880 34 817?8 � __ i� 8183,7 \ 81822 \ - 8181.0 — 8172 5 ��V//� fl�+A 8183.7 8184.6 \ 8182.5 8 81.7 \ \ 8181.7 \ \ \ \r \ 8182 \\ 81746 \ 81826 \ a� 8171.8 LOT 21 BLOCK 1 ' 877 D BI 71.5 �r VAIL/LIONSHEAD SECOND FILING / \8167.3 0 / 1805 1--, --\ EVERGREEN LODGE 81704 / \\ 818018 \�\ INVE TOPOGRAPHIC MAP (UNA LOT 1, BLOCK 2 VAIL/LIONSHEAD, FIRST FILING 81809 an7.a c'\ O LOT 3,A RESUBDIVISION OF LOT 1, BLOCK 1,VAIL/LIONSHEAD, SECOND FILING 3 a \ p \V 81790 s\ ' ':�;� u,# \ � � �� \ �i� AND A PART OF THE SOUTH FRONTAGE ROAD RIGHT—OF—WAY 4' 4EI k,tm=�;= 81696 TOWN OF VAIL, EAGLE COUNTY, COLORADO PEAK LAND CONSULTANTS, INC. i PEAK LAND SURVEYING, INC 81758 DRAWN: JF REVIEWED: BB t 970-478-8644 FAX 970-478-8616 \\ \ \ \\ \ \ SHEET 7 of 9 N \ \ a \ � � ,\\I��j` �-- 81745 DATE: 11/04/04 PLC J0B#: 1285 i -� 1000 LION'S RIDGE LOOP VAIL, CO 81657 8172 2 N 8181 7 81817 \ Q2 \ \ 9174 8 \ 8182 6 \ DICK 1 / an o \ � 81715 � / ND FILING / \ 81673 y �� 180 5 DGE 81704 81805 \ \ s INVERT 18" RCP = 8 76 0' llo (UNABLE TO LOCATE OTHER END) 81809 8177.8 c\ - \ � 8169 6 8179 0 9� �' � / () >.\ \ ( TOWN OF VAIL .3 \ \ P \ 81758 81690 \ 8172.2 \ \\ \\ /� \II,, 1 81745 c - / 817 8 GRAPHIC SCALE 20 0 10 20 40 \\ 1 ` 8177 .� ', —� '\8178 5 8174 m9a \ \ v v o 8 742 c , 81762 SANI Y ANHOLE 0060 ( ) s v s176 a IN FEET ' \ rr, �-1 RIM ATION = 8 .6 1 inch = 20 ft. 9170 3 r\\ra\ \\ \ r 91762 / \\ CA �2 \ 8173--, al \ \ R = 8171 0' ol N IN N. r 81756 I VERT = 8170.6 8174 0 `� \ X31. cup \ I \A V 4r 8 \T u + I 7 1766 ad2 Eel, I G $vb ` _ � ��- L / 81719' 72r� rsr 81723 8173.4 G!9 �vW �� "' ` 8173.3 8174 5 rs�� OUTLINE OF INSIDE .9 __' i�_ 8,72 3 _ STRUCTURE BELOW - ss� _ - - tei -- i \ p 81760 � --� 3 8173 8 ` �-•'S'v�--- '_ss`�� o� --------------- --------- r ---------7 I 8173 5 � 1 �• / � `TPL� r�^L 8174.8 I I `` TeL Te o 8173 8 I RAMP a �Ar t,`reL 8173 5 DOWN 1 __ 8173.8 TEL rrL 1 I 1 �eLE �°Ar 8173 6 TEL Tez j 1 ENTRAWCE TO 1 eAr- )'4r-� Tey�Tet� 81734 1 ; STRUCTURE I / I __ _,1�A e� frp Ar 81730 ELE�E� T� 1'e4 4 PARKING �� 8173 \ eLE kAT _ eie- e w ---- r i STRUCTUREr:'"` .'°-iy�3� 1 AT - ` =eL 81727 ele all 741 4— RAMP 7t - DOWN - -T LOT D / LOT E t _{}= VAIL VILLAGE SECOND FILING - },� t VAIL VILLAGE SECOND FILING r£TrF4 ; '4" — ri} v g•• IJ'i�y ''•'r-irty'�rii� 1 9 y\Na O� 1 1 TOPOGRAPHIC MAP LOT 1. BLOCK 2 VAIL/LIONSHEAD, FIRST FILING LOT 3,A RESUBDIVISION OF LOT 1, BLOCK 1, VAIL/LIONSHEAD, SECOND FILING u 1 2 ,, AND A PART OF THE SOUTH FRONTAGE ROAD RIGHT—OF—WAY g � tj 4 , .,,,• TOWN OF VAIL, EAGLE COUNTY, COLORADO PEAK LAND CONSULTANTS. INC. N DRAWN: JF REVIEWED: BB i PEAK LAND SURVEYING, INC N970-476-8644 FAX 970-476-8616 DATE: 11/04/04 PLC JOB#: 1285 -+ 1000 LION'S RIDGE LOOP VAIL, CO 81657 SHEET 8 0 9 N i TOWN OF VAIL 8171.0' INVENT = 8170.6' MAr rL \ 81723 8172.3 m 7(}( zrz 8175 2 1 I svo 8172 3 m srO a �svv�o_�_ 7T i \ 81739 \\ 81740 -7, INVERT 18" CMP = 8170.7'svo TEL- _ — 8173 9 \4 / 81742 81727 _ sr��sro \\ 8173 8 \ / / \\� / 81735 8172 6 `` ��rFl� Sy � `` \\ // \ \ S / � / L \` %� / rFi 8173 /8172 9 >',�9EL 17 1 � � �/� 3' _ \\ \ `w 8174,8 �( Li DRAINAGE INLET ATE _ _ _ _ `_i ELEV. = 8174.3 f �� — 81737 8173 8 � T e'L_ rFL -- —_),1'--__ _. 8173 5 81732 ret�-TFL rE 173.5 87 73 6 ♦ �_ °� 8175 8 _ LTF F f i 81iL` 81735 rFL 73 9 TL _ 8t�8 rel 8173 A 81 DRAINAGE LET GRATE nm_=FL r$t ELEV. 172.8' 81 4 r 8173 a 8173 7 e _� I �) 8173.0 ELEV ELE _ 1 rFL,rF TRAFFIC LINE _rFL' rFL 81739 \ ' E � �� L� rBl _ 817 T 8172.7 — E `_A _ FLF�_ ► FL,`` rFL TEL�� 8174 4 8175. A rr ��=�-�r -_ P_ a 8173 5 r L w LB`FLp =L 8172 6 t7 ' / �Fes- �TRI reL 172 7 81738 ` _reL' TFL 8 ` STORM SEWER MANHOLE rZ_@l rFL 8173.9 raL Elm. - 8175.3' \� eLe�_ TFL _ 8173.4 �� B __ n Fleti_eLa Zft 81728 rFL` V ST w r8t rFL . \ / *421 � rF—jC rFS�re DRAINAGE INLET GRATE \mow rFi_ _ rFL DRAINAGE INLET GRATE ELEV. = 8172.7 FLT rF ELEV. = 8172.3' rX4 8173 2 \ _ -8174 8 8173 7 B173.5 1t72 9 173 0 8173.2 8173.0 / FLe--__ �- 81727 STORM SEWER MANHOLE s eLe FLe e -i-- w RIM ELEV. = 8175.4' re _ 1 8175- ` ate'g �u� L TeL �_F F Fes--_a j 81716 � - -� 8175 _ \8171.3 DRAINAGE INLET GRATE \ ELEV. = 8172.4' 81722 t LOT C _ VAIL VILLAGE SECOND FILING GRAPHIC SCALE .0 20 0 10 20 40 ( IN FEET ) 9 1 inch = 20 ft. LOT A o VAIL VILLAGE SECOND FILING TOPOGRAPHIC MAP b, LOT 1, BLOCK 2 VAIL/LIONSHEAD, FIRST FILING 41 LOT 3,A RESUBDIVISION OF LOT 1, BLOCK 1, VAIL/LIONSHEAD, SECOND FILING AND A PART OF THE SOUTH FRONTAGE -OF-WAY TOWN OF VAIL EAGLE COUNTY COLORADO PEAK LAND CONSULTANTS, INC ea I DRAWN: JF REVIEWED: BB PEAK LAND SURVEYING, INC 970-476-8644 FAX 970-476-8616 DATE: 11/04/04 PLC JOB#: 1285 .+ 1000 LION'S RIDGE LOOP VAIL, CO 81657 SHEET o w ca N N w