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HomeMy WebLinkAboutVail Mountain School � , � \ � � �..' a:.r_ 4 � . � ' _ .- �FNERAL NOTES \ 1 PROJECT BENCHMARK• EXISTING SEWER MANHOLE MH440 LOCATED ALONG KATSOS RANCH ROAD RIM ELEVATION = 8345.3' INVERT ELEVATION = 8332.2' ` (SEE DRAWING) 2 BUILDING TIES ARE INDICATED IN PARENTHESIS. LOT 10 3 VERIFY ALL CURRENT BUILDING SETBACKS AND LIMITATIONS WITH THE PROPER GOVERNING AGENCY. �� LOT 9 O' / 4 THE INTENT OF THIS IMPROVEMENT LOCATION CERTIFICATE IS TO SHOW THE NEW � � SCHOOL ADDITION (UNDER CONSTRUCTION) ON LOT 1 VAIL MOUNTAIN SCHOOL o SUBDIVISON. OTHER IMPROVEMENTS ARE UNDER CONSTRUCTION AT TIME OF � FOUND No. 4 RE6AR FIELDWORK AND ARE NOT SHOWN HEREON WITH BLUE PLASTIC CAP p �.s. No ,5zss LOT 8 GRAPHIC SCALE 5 PEAK LAND SURVEYING, INC. DID NOT PERFaRM A TITLE SEARCH OF THE SUBJECT LOT Z PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. 40 0 20 40 80 RECORD DOCUMENTS UTILIZED IN THIS IMPROVEMENT LOCATION CERTIFICATE WERE O Sfj'�� � / PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER No. VC50004020, DATED � QS, FOUND No. 4 REBAR JANUARY 12, 2004, AT 5•00 P M v \ 23,, WITH RED PLASIIC CAP / O F L S No 2183 Q / / ( IN FEET ) 6 NOTICE� (e �T/�� ♦ � ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED V T 1 inch = 40 ft. , � ODk Ty Fq � DISCOVERYSUCH DEFECTH�SIN N EVENTHIMAY ANY C ON BASEDY�PONRANY DEFECT �� �� S64? 22S q�MFNT 3r 8�� S43'34�O3��E y MMENCED MORE THAN TEN YEARS FROM THE DATE OF `3� F / � / IN THIS SURVEY BE CO � F $ 39.56� / CERTIFICATION SHOWN HEREON. �� � � 1�S� / o � 0 / o � / p / LOT 7 �� t1� I�14IL IIILL�4G�' �,27'.hr .�'ILING � � o � � � ,�4 N ��c�\ FOUND PLAIN No 4 REBAR � BLOCIl � / �� ���i�, 0 / � � � G IMPROVEMENT LOCATION CERIIFICATE � � �� � � ` N N\ CA N � � / I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED (� � �j �� �� / FOR SHAW CONSTRUCTION �� � W ' THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS ` • / NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE �'"�, �" � IMPROVEMENT LINES. �\ � � / I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON FOUND PLAIN No. 4 REBAR �_ THIS DATE, 01/23/04, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHiN THE ��� / \ BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS LOT 6 �� UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, �� EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY \ EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. �a�\ DATE:------------ ----------------------- / 3� BRENT BIGGS �o\ � COLORADO P L.S N0. 27598 F �� / / " ., / ''� '� / � ��� / LOT 3 � � ��zu��uiiuuutr��i���� ; � �'• �� ,•����,p,a {RE��s�%, �; / C' . `,`O� ppje�� /e �F! \ � FOUND No 5 REBAR \ � (� WITH ALUMINUM CAP ` 9 � �� � L S N o 13212 / "��" �y 4°0.` • / \ �� ° - � + � � � - : 27 98 � _ �'�� LOT 5 •��, • � .f A\• ` ` - LOT 10 r F / v �;:�;m� 3� ..• � cr. �s;���. �.o.. • . �-,-��:ac � � *'''° \ II�lIL IlILL14G�' >,2TH .�'ILING � � BLOC'K > i / f��1/Jl1 f17(It;114Att�tp���` I I /� / � ` � / � LOT 4 � LOT 9 LOT 8 , . / � /�, o � � �� • �,y� ' \rr o FOUND No. 4 REBAR � �'_ FOUND No. 5 REBAR / p 6 `" 579. []� WITH YELLOW PLASTIC CAP LOT 6 WITH ALUMINUM CAP ^ �5�6� r "' --� 1 � `, � Un��TY 27 32��C L S No ILLEGIBLE 2� L.S No. 11413 /�� �� _T� � �- ` 225 APqGE gg� C 58�• 7 � � � Z � FOUND PLAIN No. 5 REBAR / Q�Q � '� `, _S�=,32=_ 34 FOUND No. 4 REBAR WITH YELLOW PLASTIC CAP LOT 1 ^ Z �v I � �� �'9 �� �_ L S No 11413 / ^ J / �� 7.985 CARES "'I �m '' J r � � � ADDRESS; 3160 KATSOS RANCH ROAD � `� I � � ` � � � I � o/ � � 1 \ss8, / � , � �� 'r ' �63\�\ � � � _ P,5g.86 . / {� ' � �`�s� . � P-zg'�� KATSOS RANCH ROAD :�/ �- - � � , O N g9 1 A=23 65' (PLAT) , TOWN OF VAIL o � �-- - - - - � � �5�`' CJ`� A=29 57' (CALC) �40 R.O.W.� � �-. � �� PEDESTRIAN AND TRANSIT '� -18 45 P ACCESS EASEMENT I ZI � (HATCHED AREA) � WOOD ANDESTONEMBUILDING / MULTI-LEVEL � f (UNDER CONSTRUCTION) A=3 15' O SEWER MANHOLE MH440 ( E1 / I � � / SE DIMENSIONSF�ND TIESING / RIM ELEV. = 8345.3' w � O, � INV ELEV. = 8332.2' � C� 20 � � �� (PROJECT BENCHMARK) `'� � / �Lr- E5 � ° ( _�.._ �. � _ �r . �� � __ _.�-- -� T �- �� � � \ /��c FOUND No. 5 REBAR � ' I �� Efp WS. oL 16I827 CAP � F Cr-- S87'33'05"E - 327,32' CLOUDED AREA NOT CONSTRUCTED F � ° N -- __ \ ��W AT TIME OF SURVEY A=56.68 o --- I �/Q� � UTILITY EASEMENT } ` -J �- E,Z J L _ - - � N87'33'OS"W - 219 31' � � (BOOK 225, PAGE 88) F,� A=11.26' o �� - 114 53 o w ,, '"� UTILITY EASEMENT (BOOK 225, PAGE 88 N87'33'05"W - 166.88' G 1 - A=32.44' � � FOUND PLAIN No 4 REBAR ) �' S87'33'05"E - 940.71 ' : _> N06'S9'S8"E - 15.97' ��' - _ ,� . -_ _ ���a�� TOWN OF VAIL � LINE TABLE NORTHERLY RIGHT-OF-WqY INTERSTATE �' EMERGENCY ACCESS , � :� LINE LENGTH BEARING I 7O EASEMENT �' E� 35.72' S87'33'05"E (SHADED AREA) .� �� ' E2 6.00' S49'S3'43"w CURVE TABLE ` ,'' E3 PLAT 64.24' N79'29'32°W CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING J E3 CALC 65.33' N79'29'32"W C1 62'40'S0" 144.21' 157.76� 87.82' 150.01' N33'04'42"E " E4 4Z.67' S58'46'33"E �2 39'00'13" 326.17' 222.03' 115 51' 217.78' N44'S5'01"E �� E5 4.50' S79'14'08��W C3 32'43'23" 269 42' 153 87' 79 10' 151 79' S68'02'13"W � '-' E6 4.57' N25'24'26°W C4 44'4Q�15° 175 Q0� 136.44' 71.90' 133.01' S29'20'05"W .�, E7 34.13' N52'00'22"E • � � � � �� Ec, 46'16 39� 86 00' 69 46 36 75 67 59 N64•�4'46 W IMPROVEMENT LOCATION CERTIFYCATE J E8 4.35' NO2'21'04"E EC2 39'S2'44" 80.00' S5.70' 29.03' S4.59' S21'25'37"E k E9 17.95� N13'36'04"E EC3 16'26'28" 178 10' S1 11' 25 73' S0 93' S30'33'25"W � LOT 1 � E10 10 00' N76'23'56"W �: o� :�` ,« E„ ,9,sz' s,3•ss'o4"w VAIL MOUNTAIN SCHOOL SUBDIVISION .�,� �r, K���„� E12 32.61' N87'33'05"W cr. t�'`--�;,'*:�` �����-�� E13 45.68� N31'23�56°W �,. �: „�';��`. ��;�'..;�,4v ` - '�.�������v�s. `�< <� E14 12.51' S27'17'30"E � � � 14��,wy�� 4 EAGLE COUNTY, COLORADO , � _ PEAK LAND CONSULTANTS, INC. '..�. PEAK LAND SURVEYING, INC DRAWN: �F REVIEWED: BB �'� � � � 9,a_4,6-$644 FAX 970-476-8616 SHEET � � ,� 1000 LION'S RIDGE LOOP VAIL, CO 81657 DATE: 01 22 04 PLC JOB#: 1179 , /, , / . - � ` GRAPHIC SCALE � Za o ,0 20 �ao 1 S � � � ( IN FEET ) _ �222.5�, 9 2 >> r--� "'_- ' , `"''-- � � 32 1 ineh = 20 ft _ �--- _ _ E _ � _ _ 5g , � , � � ' 2 , _.__. . _ _ � �-,--_- � �'��') � ^ � � �, _ a � � � N �82.8') M � 25.4' ° 14.5' o � 25.4' ' 25 7' ° 14 0' ° 25 7' I � (,4 5,) ' � ' M ^ . ' M ^ ^ :• � � u� ' o ' ^� � ' 20 ^I "' w �� 5.0' 5 0' ��m � a 22.3' II .� � W ~ O, 15•5' `� 6.9' - � � m ° 17 0' v�i ''� � � cn � / � w w 'n 17,0� ^ -�° � � 1 t� M o v ---__ 1--- I �� �� o � M N � W � �--- — � m " � G --- --- ----. Q ,� u � rn f w�w STEEL FRAME � L__, � o v MULTI-LEVEL 38 8' u I ^ N � WOOD AND STONE BUILDING �'' (UNDER CONSTRUCTION) o 8 4, � � � � 13.9' 0 / ' � -' ----- RIDGE = 8375.9__�_ _ RIDGE = 8378.2' �3.0 ,y`l�1 3.2' — o� `�y (V �? . 12,8' ^ �`�J - � 60 iD� ,� ' ^ � � Q � �t , � � � ,�� � ,,,�� �m �f---� �l`— n�w � � � ~ 0 7, � N � ^I � �.8� " ---- --�" � � : ` � ____ _—�_ 33.2 N � 2 8� � II ry �`L '1� 1.4' � M 1.8� �� � � 2 �� ° � � � 9 1.3' 8 8' � � $.8' M CLOUDED AREA NOT CONSTRUCTED ��' hg ,� � 3�� 9'3 3 p' °D � `� 2�.5 AT T1ME OF SURVEY jA• 5.5' `r � � �`y 4 8 6 0' RIDGE = 8367 5' ;, o0 � N � O� Qj � N 2 7� 11.3' 0 5.5' ' �6 9, N 15.5 M 8 ' 8.5' ' 40 8 } i� M N �� .-� � 'I,O. O tn V- � 1.2 (TYP) 0.7' ai O > » v (TYP) (TYP) S87 33 05 E — � 9 40 . 71 �8,.6�, A= 5. `16�8�, N 06 °59 ' 58 " E — 15 . 97 ' — ___ .; :. 1 s, :; �r. :f i� � ��� ♦} �JY J :� �I� :) �I. .� J =,, IMPROVEMENT LOCATION CERTIFICATE �; LOT�1 � VAIL MOUNTAIN SCHOOL SUBDIVISION :: TOWN OF VAIL, �., � EAGLE CO�JNTY, COLORADO - DRAWN: JF REVIEWED: BB � DATE; 01/22/04 PLC JOB#: 1179 SHEET 2 of 2 * _�. _ _ _ _ � GENERAL NOTES , ` � � � 1 / � � 1 PROJECT BENCHMARK; EXISTING SEWER MANHOLE MH440 LOCATED ALONG / � \ � KATSOS RANCH ROAD RIM ELEVATION = 8345.3' INVERT ELEVATION = 8332.2' ' I / ' � (SEE DRAWING). / ` \ 2 BUILDING TIES ARE INDICATED IN PARENTHESIS. I � LOT 10 / ` / / \ �, 3 THE INTENT OF iHIS IMPROVEMENT LOCATION CERTIFICATE IS TO SHOW THE NEW / ` SCHOOL ADDITION ON LOT 1 VAIL MOUNTAIN SCHOOL SUBDIVISON OTHER IMPROVEMENTS I / \ ARE UNDER CONSTRUCTION AT TIME OF FIELDWORK AND ARE NOT SHOWN HEREON, 3� / LOT 9 \ O' / \ 4 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 IMPROVEMENT LOCATION CERTIFICATE WERE `°� / FOUND No 4 REBAR \ PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER No, VC50004020, DATED O WITH BLUE PLASTIC CAP / LOT 8 \ � JANUARY 12, 2004, AT 5:00 P.M.. L.S. Na. 15296 ` GRAPHIC SCALE / O� ,� � / LOT 2 / 40 o Zo 40 $o 6 NOTICE. � � ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED / 6 / UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST � ��S' / FOUND No. 4 REBAR / DISCOVER SUCH DEFECT, IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT C/� � �3�► / WITH RED PLASTIC CAP � O / / / / ( IN FEET ) HIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF / v �� V�, I� / L.S. No. 2183 O 1 = 4 CERTIFICATION SHOWN HEREON. / V , .�\9po�iTyF ` r � 1 inch 0 ft. / �� �� S64 0� 22S ASFMF 3�8 , . r „ / 1 = � � h. S?,�F� q�F�r � � S43 34 03 E / � 1 / ,`� ^ ' � 2 88� 39 56' , � 1 � 7, / / '� �28�5�\ . ° ` / / � � O� � \ �� i � LOT 7 � � � / / / � �� o s�� i � cn � II.�IL IlILL14G.�' >,2ThT �'ILING � ry� ����� FOUND PLAIN No. 4 REBAR 1 � BLOC� � / / ,h R o�� � 1 / / � � F� � 1 G / IMPROVEMENT LOCATION CERTIFICATE / � � 1 � / � �. � / I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED ry N� N I �{ � / / ` / / FOR SHAW CONSTRUCTION / � � � �., / \ rn � / THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS irn��, (,j���� ' � / / / / NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE ` / IMPROVEMENT LINES �\ m ' ' � ` / � _— � I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON 1 / / / FOUND PLAIN No 4 REBAR ` — � � / � THIS DATE, 01/23/04, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE / \ - - / / BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS LOT 6 / � -� "� / � UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, � — �, / / FXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY / � / EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. � I � � , / �a� � / � / DATE ------------ / � I \ BRENT BIGGS ��,� �f 1 / / � / COLORAL�O F.�.S. N0. 27598 � � �� � � / ` � . pD0 REC/ � ��\ j� , � \ � /� � �� ` � 0�,0�.•NT tisl�e►�� � '�� � � \ • �, a� o � � � � I�OT 3 � / � � � : � � � / � � / � ` / G � �FOUND No. 5 REBAR �O' 75 ° � � WITH ALUMINUM CAP ' / / � � ���z.�.'� � \ � L.S. No. 13212 \ � �`�'��A'"''''s��� � l �� LOT 5 I � / / I � C LAN4 � � / � � � i �ss� � � � LOT 10 � � / � / � � � � Il14IL Il L�G�' >,27'�I �'ILING i � m / I 1.� / / � � l „ � � BLOC'K 1 � � � � � v / � / ' � �" / � � I LOT 4 � � � � LOT 8 _ / � � / � � / LOT 9 � r � � i � �> • �� I .�y�%� �_ o (157. ' / �T ND No. 41 REBAR I � FOUND No. 5 REBAR / � $j/�6 � S79 � LOT 6 � <v 6) . YELLO PLASTIC CAP �� L.S. No. ILLEGIBLE 29 2 / I W I T H A L U M I N U M C A P r 1 j c�6 �''-- �7-� ` �T�I I T Y Eq 3 c � L S. ho 11413 / � Z � �/ � �`� `� _����B��K 225, pq�ENB G 581� 7�• / �c�' � `��� 8) / / � �� / � �a� l i ` ��`1 ��i� �S7g2g.3 „ / FDUND No. 4 REBAR � � �--, � ^ �� WITH YELLOW PLASTIC CAP / � LO T 1 � r 1 : 2 f�349.1p, �/ � N I � � ROCK RETAINING '���� FOUND PLAIN I L.S. No, 11413 I �l �=o � i i� WALL �� 5 R E B A R / 7 985 CARES � � o / �`J � ��—� I � t �� I ADDRESS: 3160 KATSOS RANCH ROAD � � m � f� ;� �� � RE�T INENG �y / � � � � �/ r+ � -_-�:_-;1-__ �� WALL e N � � ' �'`� r}�� S „ I � � 'st r g, ti� �/ �1 � -�- : ;� '.o .�. 'i ���3� � �E3� A=53'8 I / �/ 1 � ' Ai �9' F\ ��\ ,29 y�` I � � �� `---- ' �� ROTAINENG P' KATSOS RANCH ROAD ' � C TOWN OF VAI� / o I ~�i �._______ CONCRETE '�� WALL 99 A=23 65� (PLAT) , � � �/ � �-` PATIO � F �a �� 05, G� A=29.57' CALC �40 R 0 W.� PEDESTRIAN AND TRANSIT �y_ .�^„�T �T,� p, � ) I � ACCESS EASEMENT I ZJ 7 �� _ „�— I � (HATCHED AREA) � � �r CONCRETE CONCRETE / � I l WOOD FRAME BUILDING WALKWAY PATIO SO / i E� / / �i o (UNDER CONSTRUCTION) A=18 45' � + � — � � � � (SEE SHEET 2 OF 2) � � � FCl � 20,p� � � " E5 / f / � �s--�_- _ � o / � 2 ` ���1.;-� NDK CONCRETE PATIO I � � , r/ A=36.� FOUND No 5 REBAR F,`t' � y-------r'- ____..(" p p STORM INLET Ul WITH ALUMINUM CAP � r-------� ^�- A=5s s I � � �\� -___ GRATE = 8335.2 CON PAT 0 f �� / L.S. No. 16827 e�o --� � � I \!� /� '; °: ' TOWN OF VAIL I o �————— ——___._,___S87'33'05"E _327.32' _ ____ __ _——— � \ DASHED AREA NOT CONSTRUCTED . •.' !-� a, EMERGENCY ACCESS � -- � �,/ � AT TIME OF SURVEY i ,., � E�2 �-———_ N87'33'05"W - 219.31' PAVEMENT r-� �:i .::,' ,-- / (SHADED AREA) � _� o ' � (BOOKI 25,ApAGEN88, � — J �_.__ ,.f ____ ———— ——— — ASPHALT i � - ; EASEMENT 14.53 — — �oo ° '� ',, - A=11 26' f � , "� UTiLITY EASEMENT J�,4J——_ N87'33�05°W __ :� -- FOUND PLAIN No. 4 REBAR (BOOK 225, PAGE $8) ����� ��� 166�88� — A=32.44' , � S87'33'05"E — 940.71' '��� — N06'S9'S8"E — 15.97' — _ — ._' - - - - - ELECTRIC TRANSFORMER ,�, �� LINE TABLE R TH ER L Y RI GH T—OF—Wq Y I N TER S TA ROCK RETAINING WALL LINE LENGTH BEAR�NG TE I��O E1 35 72' S87'33'05"E ���'��'//" � � � E2 6.00' S49'53'43"w CURVE TABLE � /�t� C� E3 PLAT 64,24' N79'29'32"W CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING V"� E3 CALC 65 33' N79'29'32"W �1 62'40'50�� 144.21' 157 76' 87.82' i50.01' N33'04�42°E E4 42.67' S58'46�33��E C2 39'00'13" 326 17' 222 03' 115 51' 217 78' N44'55'01"E ; E5 4,50' S79'14'08"W C3 32'43'23" 269.42' 153.87' 79,10' 151.79' S68'02'13"W _ E6 4,57' N25'24'26"W C4 44'40'15" 175 00' 136 44' 71 90' 133 Ot' S29'20'OS"W E� 34.13' N52'00'22"E � �� � � , , „ � E8 4.35' NO2'21'04"E EC1 46'16 39 86.00� 69.46 36.75� 67.59 N64'24�46 W Ec2 3s'S2 44 so 00 55 70 2s.o3 54 59� s2,'25 37�E IMPROVEMENT LO CATION CERTIFICATE '� E9 17.95' N13'36'04"E EC3 16'26'28" 178.10' S1,11' 25.73' 50.93' S30'33'25"w LOT 1 y � E�o �o.00' rv�s�23'SS�w VAIL MOUNTAIN SCHOOL SUBDIVISION �x �� �;, E11 19.92' S13'36'04°W • ���_ E12 32.61' N87'33'05"W : a;.=.aFx � �;,��;�;,: : ����� � ,��`��•�; � E13 45,68� N31'23�56"w TOWN OF VAIL� �-�� ,�n.,��� �' ,�L w�u���:-�u';-�G� ;�i �� E14 � , �� � �;4�;i��;� �a�,y��3;����� �F���,,,.�.�,. 12.51 S27'1730 E EAGLE COUNTY, COLORADO ; PEAK LAND CONSULTANTS, INC PEAK LAND SURVEYING, INC DRAWN: JVK (II REVIEWED; BB 970-476-8644 FAX 970-476-8616 SHEET 1 of �.�r 1000 L�ON'S RIDGE LOOP VAIL, CO 81657 DATE; 07/27/04 PLC JOB#; 1179 . -- �..�,Y.— � ..._. � _ � . / w / \ ` \ GRAPHIC SCALE \ 20 0 10 20 40 \ ( IN FEET ) 1 inch = 20 ft. / � / � . � � � / r- — � —� _ �--- --_.� / i — _ _ � � ,� �9'2g�32»E � i ` - - _ � - - - _ — — 58� � / _ _ � , � � � - � � • 2 � ~ � � _ �. _ � � � / 1 �-- ,-- _. __ � � 7 � � � � � � -`� � � � ' � — � — � i — _ i � — � :. _ � r � �� t M _- — � _ � �e2 s� � ;, � � � 1 25,5' 15 0' � 25 6' ° � I � 25 6' 14.8' � ^ 25 7' \ � ' `� (16S 2�� ( o RIDGE HEIGHT `-' } � M = 8372 4 RIDGE HEIGHT � — '- '-�Q— —� �C 1 } � � J 1 = 8372,4 �, �. � .bT � RIDGE HEIGHT RIDGE HEIGHT N ! 1 � t s o�°`° `��9, "� _ $372 4 = 8372.4 �, ! } \ f 3 0'� .. � I ! �I jl 26' �M 30� M '� �< ve, ',y . � �o3p' I C �� C � ! \ � � � + 1 � � -� � � 5 2' 4 7'�4°, t. - . ' , "� I :I � � ` ! J � _ 1f � TOP OF COPPER f►- � a ° , � + p � e 4 ` � '�L 70 51, 0 2�� I ( J � � � t t� f } \ � _ � _ f 1 CHIMNEYJ � • � a' � 238' � , . � � � � � . C � \ � r� ELEV. 8379.3 w ��5�' � 4 15 9' • � � C � � 15 4� 8 0, 'O � �- -.... ` I M � II I t ! � w 153� , _. � I �<� 1 ` " � TOP OF COPPER = � N � � � CHIMNEY ELEV. = 8379.3 I W ``' +11 } o M Cj � L ..._ r � 4 9, � r —' —' -- -- — — .._ � ._,. � �' o LT _,_ f � �� F.F. 8.3506 1, �t � � ,,,�, � �= d �� — 1 ; J° �� 5�J� � � � N I 37 9' i :- \ � _� + WOOD FRAME BUILDING � o ' � e� 234� EOE oF ao805 CHIMNEY �UNDER CONSTRUCTION) � t � ° TOP OF COPPER CHIMNEY / ELEV. = 8380.5 / ' � o 1 5: �2,9' � ;p� 2 s' RIDGE HEIGHT = 8376.0 RIDGE HEIGHT = 8376,1 '� M / �--� F.F. 8336.0 t3 0' ^ / � � � � � � h � I b � i � � ' M � � . � � t�. _f' `` _. u� 1, • � "�-- -.._ ` �...... ,� � � � M s t --� J W � ;, r � _ � _.._ � ` � � ~ , za,a' r �� ° / / _� 7' / _ _ ._ _.. �..!" ` ` _ ` a iN W � � N 0 �I 1� M 7� ^,5 � w 6� �° � w � � G� � � C9 5' — _.__ --—' F�.�h�j�, � '3, #8 0'M M g 8�� � 21 4' a / h `� � �s s'� '"' " o� FF B.�36 0 ° � s o F.F. 8336 0 � .-3�'� . . N � � ,p o s, 63, a � ' Q qd . As,6 51' I °' ' • 'n 3.0' I F.F. 8.3.36 O' a ,a , e M 3�� / / F.F. 8.3361 � 42,�• , �b � � RiDGE HEIGHT = 8368,� so' � � —�_ '_ �_ 1 r- ' ° 10.5' J L _ _ _J aJ�- , .� — � q r �� � �\ M 'J�� J e , °G - qQ .. — — — � � F,F. 8,336 D ;" � 4 .� � , � � � `-' 11.3' :- . ° ' � + ; < Q .< a, N 15 3' „,,'. J — — o �2� �z. ,,. 40�• � — — — ,i�/' � �2.5'� �2.5'�24'0 —�../ i �, :-. � M 2.5' i� '�' � M ih /� `-' � i0 ' ' � v �ri N �5, 8�� �26 6,� N06'S9'S8"E — 15.97' S87'33'05"E — 940.71' (9o.s'� ____._ — ._ . — _____ ____— _____ _ : IMPR�VEMENT LOCATION CERTIFICATE �, L4T 1 Y �� VAIL MOUNTAIN SCHO�L SUBDIVISION ,r TOWN OF VAIL, . EAGLE COUNTY, COLORADO , � DRAWN: JVK III REVIEWED; BB � SHEET 2 of 2 - DATE; 07/27/04 PLC JOB#; 1179 , � / „ GENERAL NOTES / ` � � � � � 1 PROJECT BENCHMARK: EXISTING SEWER MANHOLE MH440 LOCATED ALONG / / \ ` KATSOS RANCH ROAD RIM ELEVATION = 8345,3� INVERT ELEVATION = 8332.2� � f / � \ (SEE DRAWING). / 2 BUILDING TIES ARE INDICATED IN PARENTHESIS I ' LOT 10 / ` ` 3 THE INTENT OF THIS IMPROVEMENT LOCATION EXHIBIT IS TO SHOW THE NEW / / / ` ` SCHOOL ADDITION ON LOT 1 VAII. MOUNTAIN SCHOOL SUBDIVISON. OTHER IMPROVEMENTS / 3� LOT 9 ARE UNOER CONSTRUCTION AT TIME OF FIELDWORK AND ARE NOT SHOWN HEREON, �O / / / ` \ / / 4 PEAK LAND SURVEYING, 1NC DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT p / / \ ` / PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-OF-WAY OF RECORD. � FOUND No. 4 REBAR RECORD DOCUMENTS UTILIZED IN THIS IMPROVEMENT LOCATION CERTIFICATE WERE WITH BLUE PLASTIC CAP PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER No. VC50004020, DATED Q L S No 15296 / LOT 8 \ ` � GRAPHIC SCALE 6 NOTI�RY 12, 2004, AT 5:00 P.M,. � / / � 40 0 20 40 80 / p� s � LOT � ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED � �n � �O � / FOUND No 4 REBAR / w UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST / �2 ,, / WITH RED PLASTIC CAP / O � DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT � �� � � � L S No 2183 � � / ( IN FEET ) IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF / �/ � �e Tj��r / � / CERTIFICATION SHOWN HEREON �/ + �� Opk r� � ' / 1 inch = 40 Pt. � �� °�� S64 s2�2S pq�MF�T 3�'8�' � S43'34'03"E / � 1 y , / / � � ,�h 3��28��8� 39.56� / , 1 0 � / / � 2s- .� i � r ` � � � �o � .� � LOT 7 1 � � I NG / / � ,� o s�\ � � c!� I1.�41L TIILL�4G�' >,2TH .�'1LI / / / � ti ���R� FOUND PLAIN No. 4 REBAR 1 � 1 BLOCIl � � o� R�`�F N � O / / 1 � G � / / IMPROVEMENT LOCATION EXHIBIT / � \` � N / � �1 � / / I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION EXHIBIT WAS PREPARED (�ry N` � � � / / FOR SHAW CONSTRUCTION, / rn N �� Vj / � THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS N�, �.. � / � / � / NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE ��, � � � ` / / IMPROVEMENT LINES. �^� � � ` / / � � � / � I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON FOUND PLAIN No. 4 REBAR \ �, � / � / THIS DATE, OS/10/05 , EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE ,�� � BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS / � LOT 6 / �� / / \ / / UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, / �\ �� 1 _ .� �' / EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY j I r � EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. \ �� / / � � � � . DATE�------------ ----------------------- �`J`� �O•'' � BRENT BIGGS / o� � � / / / ` � / COLORADO P.L.S N0. 27598 � �� � � ` ` . »,� \ , ���Q� ���',3+�' / � � N� 1 � � / / �\ ��Q � ��or• • � �j • � ` \ / � � ���`� •NT g/�c���� � �� �cs / � � � LO T 3 / � � � � ti �; 2 5 8 " � G \� s• /W�H A UMI UMECAP ` I / \ � � ` ` . F� �� .•�J� / \ L.S. No. 13212 I ` / ` � �J' ' •• •••' ��` � / ) LO T 5 � � � � � � 7' � ^ ��NAL LAN�S / \ - � � � � � LOT 10 � � � i � � - / � � � � / � Il14IL III.�L�IG�' �,2ThT �'ILING / r � � m / / � / � � � / � � BLOCK � / � , � � � / / i I LOT 4 � �� � � � LOT 8 / � � / � � � LOT 9 � / i � / +� � , �j���u �+ I FOUND No. �REBAR I / LOT 6 WITH ALUMI UMECAP / � I �j��6 � � � -�� UTI��TY f J� • �32 / WITH YELLOW PLASTIC CAP / ^ _ ` e ASE 9 29 »c _ L.S. No. ILLEGIBLE I / C / / L,S, No. 11413 / , �� �/ N �� �� OOK 225 PAGE 88� �81• 72� / / � � Q � ���S 79 29' � / I / � � 4 I 32 E 3491p� FOUND No. 4 REBAR / WITH YELLOW PLASTIC CAP � LOT 1 �/ �' N ' ���� FOUND PLAIN L.S. No. 11413 / v'/ ;,� � � �N�5 REBAR ' I 7.985 CARES "'� �o° / ���� / ADDRESS: 3160 KATSOS RANCH ROAD 3� m I �'�� N� �� STEEL FRAME \�� / o� �.� MULTI-LEVEL �SSB, �/ �� WOOD AND STONE BUILDING �S�s33� ��`� E3__ P,53 86' I � I r�/ (UNDER CONSTRUCTION) �9\F� �cg�\ � 95�` Q / N� \\\ g9 P 2 A=23.65� (PLAT) KATSOS RANCH ROAD I (40' R,O.W.) TOWN OF VAIL p � � � -- I O / �,� SEE SHEET 2 FOR BUILDING � P,5 � A=2s.5� (cA�c) � ACCESS EASEM NTRANSIT � 2� DIMENSIONS AND TIES �� G �� � (HATCHED AREA) � � / , � ' I E, � / I / A=18 45' � I � � 20•0��� � � F�� E5 � � � � � � � � � � / A=36.15� Id' � ��, � � �G�� A=56,6� WI HN A UMI UMECAP �-' I � � �� / L.S. No. 16827 I 0 _ — � �F ----- f1 J � � � ��"� ^r� TOWN OF VAIL o —' �N———————_,______S87'33'05"E _327 32_ ____ __ � \ � � � �� / EMERGENCY ACCESS I o --- ---- - - _J 4,/ i EASEMENT � �-— —_...� N87'33'05"W - 2�g 31� � (SHADED AREA) E12 � ° UTILITY EASEMENT (._ r_J / � M (BOOK 225, PAGE 88) -- -� ------ -- -------- _._ t�,� A=11 26' *�: ° UTILITY EASEMENT —�"rLw_ N87'33'05"W � — 114,53' o -- ---. "� (BOOK 225, PAGE 88) �� ———— —— —— __ FOUND PLAIN No. 4 REBAR � ������� 166'88� � A=32 44' �-�'" N06'S9'S8"E — 15.97' S87'33'05"E — 940.71 ' — — — — — — — _ _ _ _ � LINE TABLE ORTHERLY RIGHT—OF—WAY INTERSTATE — LINE LENGTH BEARING I 70 a E1 35.72' S87'33�05°E o � � E2 6 00' S49'S3'43"w CURVE TABLE � �°�. E3 PLAT 64 24' N79'29'32°W CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING n E3 CALC 65 33' N79'29'32"W C1 62'40'S0" 144.21' 157.76' 87.82' 150.01' N33'04'42"E $ E4 42 67' S58'46'33"E N C2 39'00�13" 326 17' 222 03' 115 51' 217 78� N44'S5'01"E a E5 4.50' S79'14'08"W C3 32'43'23" 269.42' 153.87' 7910' 151.79' S68'02'13"W � E6 4 57' N25'24'26"W C4 44'40�15" 175 00� 136 44' 71 90� 133 01' S29'20'05��W ~ b� E7 34.13� N52'00'22"E EC1 46'16'39" 86.00' 69.46� 36.75' 67.59' N64'24'46"W E8 4 35' NO2'21'04"E EC2 39'52'44" 80 00' S5 70' 29 03' 54 59' S21'25'37"E IMPROVEMENT LOCATION EXHIBIT O E9 17.95' N13'36'04"E EC3 16'26'28" 178,10� 51.11' 25.73' S0.93' S30'33'25"W L�'I' 1 � E10 10 00' N76'23'S6"W � E11 19,92' S13'36'04"W � E,2 32.s�' Ns�•33'o5"w VAIL MOUNTAIN SCHOOL SUBDIVISION � E13 45 68' N31•23�56��W TOWN OF VAIL, � E14 ,2.5,� S2,•„�3o°E EAGLE COUNTY, COLORADO � h .. DRAWN; EKS REVIEWEO; BB W ' SHEET 1 of 2 `� DATE; 08/05/05 PLC JOB#: 1179 � _ - o 0 � � a \ - , . _ - — , - ----- - - - --- __ � _ � � r \ O J \ � \ / \ � � � / - � � �� � ` � � � � � . � � s � � / � s� � GRAPHIC SCALE � 20 0 10 20 40 / \ \ / ( IN FEET ) ` 1 inch 20 ft. � \ / \ ' � / ` / � � \ / � � / \ � � \ / I / 4 ` I (38.2'� / / � ` I � � _ N . _ _ �. S �g � � � � � _ _ 2g >> >> � 54.9. _ 32 . 5 _ _ E _ / � � _ _ 5 , / _ _ 51 . � / � °' 'S°' — _ � N �� / / ` �. / ` � __ �� I / ^ ` �8.2� .�► �t � _ 11.9' � �1 / N � �. / � _�— _ � _ ` ..� :• I �� � � t N �82.8' / RIDG HEI� O � ` � —� � ) I E 71.7'_ zss �so o _ � � � / 2s,s I 25 6' 14.8 25 7' � \ � ��66 0� � / � / � _ � � � � RIDGE HEIGHT RIDGE HEIGHT - � �� � � = 8372 4 �— ° � t ' � / M = 8372,4 �� ° <"�n� � RIDGE HEIGHT N � � / s oJ�P �L,9. � = 8372 4 RIDGE HEIGHT M ( j � � � ► � + I � I^ 303'0' M ° :f . <4 •� 3030 = 8372 4 I� � �C r , \ \ � ) } } � � ! } � R __ � \ / � � . a "1 / 6� o"'0 4,�� ;a a . ' ',, b+ � ;I } � � � J � \ � / II e a a 4 e 'ral .7— 2 1' I t � � ' ` C � ! � � � 1_ TOP OF COPPER�i— � � � ,, T� � d : _ o I } CHIMNEY � V ' ° I � < , rn co � � io \ � I o�' ELEV = 8379.3 w ' • ,,^,� � ? � �s 4• e 'O � / a = , � ' I ! �. � / M W r1 �� ' � ' / Zgs� � �� �/ � � �.� � / / a — TOP OF COPPER = � N CHIMNEY ELEV. = 8379.3 �W N 4�� 'N r^� / ^ at s' t t' W � �° �� F.F, 8.�5 0 6 41. ! \ � / � °�.. _ _ _ _ — J. h J`r � � a. 8 �I 5 1' � � / 37 9 � � �� I � � � Z ' ' a a ` 2 3� O � / / I �� ° e " TOP OF COPPER CHIMNEY TOP OF COPPER CHIMN I � �� e e etl ELEV. = 8380.3 Z34, ELEV. = 8380 5 � TOP OF COPPER CHIMNEY /� / I / n� Q _ _ ^ V ELEV. = 8380.5 ��! � I HT= 8376.0 _ �_ _ o / / �3°� 1 / � ^ 28' RIDGE HEIGHT ` �j, / /� ry � '"I Q � ENTR�Y ' = 8376,0 RIDGE HEIGHT = g376.1 � `,y-y / / I STAIRS ''I' a ° F.F. 8,3.360 ^ � c� / � F.F. 8,�,36 �3 0' ��J I I a aQ o '8, ^ 4 '� n �7� M I �t O " TOP OF COPPER m � I � I I N 12'' � �23� ELEV. C 8374.5 � 00 � 17� � s.� � N �2 Y / II � 51 I I � COLUMN �8N N53' N N �22. N ��s� � 2 � 1.7� / ?.9'� ;� v C9 a0 n / / II � a 8� 32 2' W �� � 1.7' � � ROCK RETAINING "' 275' � 12' � „ Z�,. � s2s �248� � _ ;� / \ WALLS ' , o �� � �r �` � _ . 16' �^' V� / I \ —----. � , � � / cWj 1 5' a�� A1. ! � :} / ,g . � �3 8 0' 8 8' 8.1' � 21 4' / ` /� F.F, 8,�.360, h a o �3a � �s�'� F.F. 8.336. � °. �+��' � 1A 6� �� s..j� rJ' '� I Oi ♦ •d n. �.���� I \ � �� � 4 �n ^ / FF B,336,f o '� 3 0' \ / / ^ � F.F. 8.3.�6 O a " 2��° 42�4� ° �� i0 _ I � ^ ^ � � RIDGE HEIGHT = 8368.1 — . 3 0' —J � _ _ _ J � ` �- � / m �� , � ,o s'- � —� N � I�O� Ma �� �� ^ J Q 4 - - - - - - - _ ` �, r � ° °9t` . °° °'. . � M tl � I � � ��� � �� �� �� �� ��� f � � '� F.F. 8.3.36.0 9° � 11,3' . ° %' - e . v 21 1' � c3 15 3' 1 ' p�, 5'(rYP) � _ 45 4 � � 'J �. _, _ _ _ � — — — —� ao.�� — � �— — . ��, 0 69� °0 °D DUMPSTER � � � 1 � z,s•z 4� — — — �,/ � ��' � a� � 2 5' $ M ^ � 2,.,� �8z.9�, --�'� v N � � N 06 °59 ' S8 " E — ' 15 . 97 b, (99 p') / `� c�v a " (29.4') 52 2 v � � I 59.9� � 8 7 °33 ' 05 E _ �z6.��, �3a 2� x� 9 �'O. 7 � � IMPROVEMENT L�CATION EXHIBIT � - - U LOT 1 � VAIL MOUNTAIN SCHOOL SUBDIVISION ; TOWN OF VAIL, N � EAGLE COUNTY, COLORADO , � � � .- o DRAWN; EKS REVIEWED; BB ° SHEET 2 of 2 ' DATE: 08/05/05 PLC JOB#: 1179 a ,