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GLEN LYON LOT 36.pdf
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T � � v .- _ �n. �e�n�2__ �s�'.i.5�#�i�i��'...�r�s.� .. � � .. - SUR Y C , T CAT� , , • � ._. ... . . , �; ,_ , ' : .,.;�,., _. ,, �z_:.,.:� � ...�;�; : � � � . ; � ;- ;:, , : �:,� � � , � ; ,�;,- x� :.;,. ;. . ry , � �� �"�'� ` I ,_ . , -> , „ , � ,,t . . , ;; ,, ;.,. , ; , �� �rr�f e Care` ' `. ` . y' ,, ,; � ,:, .+ ,. oa�n,: t� �rdf�ssicsnal ��a�4 Surve cu r� i�ter�d`�r�d�ir � � a�v` af ?:e ,�,: ; ; '�. ,.:, ' _ � , . � � . �: , , ,. , Y � � , . , :. . . .,, . ,: , . . a�� �f �C.blargdo, :'. . :��reby certiiy .�h�t �his to � ra�ti�.c ���v� �a� 2 3, . - _ , , , .; . .; : ,: � g�anc] i�n�C�r m' su tVi�i:or►, ancl that the � ,� , � � . ����}�,,,,� � " , . , . . � �,� . �,�` � .��. , , rveY.�s :�c�urate enA �orr¢ct` �b.: 'Ebe�'� � Y � u �bt�l edqe. ��� � ��`1�., . ..� ���`� �1� �J_ �Q'_t� �,. , tl . , .. . . . .. _ . . ,_lf+ �' '� r . . ' x � r � � . d ;� I6�7 * 4 Da te�,,,_ � �. � �� �'` � . FND. PIN � CAP —.�� �► "°�� ` � �'� /� L.S. No. i 1643 - Dannie orct�ran �„ yJ�, ,�` � /�s / ' �o�or�do �.L.S. �6$2�i� �'•..�"�'�j�.����Q�``� .,� / � : :;. .. "° , • - . � �o , . _ , �. ����t�Nir�����`� ,�' �, r '; � � �/' _ ! ' �' 4 � tl ��� ' O�'' , . � �. , ;t � �� ,-��. _ • �^ ` y ' ' ,y� � J' -. EDGE OF PAVEMENT ' c, .,:^-; .. ' _ / �1 �� ��b �~ i � —` ; • ` , Q�Gv T�Q,4�► G µ ,T �. . � �� / � fi _ :;�� , �c'9, �"i FND. PIN 8� CAP. ;.,� !` - /'�L.S. No. 11643 Y:; t r J�� �, --- �,�Q' / � ' �'65os � 7 / � � . ' �k'�' '�a 44���y' , ,; ,ob� �, h � � ; �� � � �� �� .� ,� ,�� � � � � � ��.� �i° �/ . , ' �O � ; .� � ; � �so A� ` 88 s� =i S " ���� � �J FN�D. PIN 8 CAP ;� � � L.S. INo. 13i74 � ��� - " . . . .... ��J.".__- � h�` h . � " / ~ . .. -.��+I I ASPEN GROyE j �� ��� . .' o LOT 36 �' '� � ' � .4467 AC. .;� � � .� . ,_ �0.� t' � a� / � = II°34�43" ' TREE L{NE / R = JG�J.�O� �p ,�� L = 73.75� /l� , , ; , �. � ', TRACT B .-\ t � O�p S� _p ` � ; � 'O o / __ _ ` O� ��, i� � FND. PIN 8 CA � � L:S. No. 16827 �v S6�,o �. / D2S9�� y C� � F �,° ;-;f,! �` ,;.�,. SEWER MANHOLE . � - - RIM EL. = 6(�97.7 � #,' ��INV EL. = 8p79.1 L, �v � , ��`� � (v� SCALE = i�� = 10� ; ":a 1� DAT� OF SURVEY� 9 /22/89 , `� EOGE OF PAVEMENT y�' j" � LOT 35 � = 07°42'S9" � .- �R = 335:00� :� , L = 45.i2� ':� ,, � ,.� � � 1 `.;i; � ., , � � �:� � �22 � j3� � �� FND. PW a CAP � �N L.S. No. I 3174 � TIMBER ��; �� , / WALLS � % ,. � ..� , , . __ , , , ; = PHIC St�VEY � � . �-� ... � _ . _ � � �,_,�,_, ASPHAI.T � �� � �' a ;��f s����,,� � � '� �� �� LOT 36 t�a���;�', �� � ' ��� d � � � ( �d�� }�k �'�� � Y �'24,�a�1e=V � � � , �: �� t�'�-����2� � No�rxc�: AMENDED PLAT GLEN LYON SUBDIVISiQN �i��9-�8�� Aceordfng to Colp�ado law you must commence ar► le ai �. ' `"�'� , ;., "�d(�i, � 9 a tion :based upnrz an� t�e�'ert • ,i �n ���-� ���'ve� �►ithin three years after ou firet dis�bver such �iefect. �n ��"���nt, ��"µ � � TOWN OF VAIL EAGLE COUNTY LORADO - �, ; , `. ., '�y nny aetfa�i basec3 upon any aefect in �his survey be eccyiinm2rrced .inore than ten pears > > CO . .. ; n� w ; f�ram t�e date of �h� certification shown hereon. ::'' ; \ , .-= .. . - : ,.. „,:,,: ,...... . ... .. ... . ` .:Y_., . . �� :.. . ...-�... . ._. -. . -. Y . ..__._._� . �- ._.:. ._� .._ _._ . - . . . - - � ._ ' - - . ..,�. . �. .�. . .::;_.,., . . , : , _. . . : . PATRICK A. EY OCT, 27 t 9 f�Q4 �" � - --- ...�..,�-- - � — �. ; ,. �_-- � � ` �` - - '� _ � �i __ , : , . .r ' ...<.�,,.. . _. . . _- ; __._ � ' ;s' `�..: -� - � l�---� +- ' \._� ._.., � _. _:``,�.. , >,, ' � , I ,. , ,� � ' � r, � � i , � � �i � , �e ., f� 1 ` J �' � � �.� � ; ,/ . � �' � , -r' � �' �„ f ,.., �'.f ,! ,� � '' o'o�� '` \ 1 �, . .--� � _ ,/�` . ,� �,/ � �, � � , _�. 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REF. 41 � ry 414 i� 51 i ♦ � W lJ UN i � � � � I I � = � t23 CO � '� O � M IO O I I � � � KITCHEN � a�„� + iz3 � 6 � � �' n ` v � M.W. i _ _ — _ _ _ _ _ _ _ _ _ _ _ _ _ — _ ABOVE m I - /2" 5'1/2" _ _ I W I I I m _ • N � � � I r � I 4-1/2" -�1/2" 12"IB-1/2" 2,0.. I 9'll" O 211 i r , � ri � I � N � � al. J �� � � V � � � ' . I V � .� ,y ..., C - R&5 � � I �• �� . N H D � I M � � � �O , N 40 n \ Q � �.' J I — — I — — — — — — — — — — —I — — — — I DINING I � , ��— — IM 3F � a n n I I o 1 15' 4 - 1 /2 " ;� � � n � � � � � ENTf�Y 39 M � � , I I I 116'0 " "' � � L — — - - - — — — — — — — — — — — — — 3e " � � � I ' N m �j � � � F�i F� � > � �v I -� LIVING - ��2" ° + 1 1 a 'o" •s�� F--I � _ — _ _ — — — — — — — — 8_ �„ �S , ` � ° °� I � F. �• o Iloor w � 'i � � � lens � I / 1 = . I ' p + . � 4 - ;; - - . 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(2)-10 GALIGE -�}+'�- EXTERIOk STIJD SG2EWS AT 2X6 CTREATED) W/ - - GOMPAC7Ep CRAWLSPACE N q r a m: �5v; WALL W/ SHEA7NNG 4" O.G. TH2L1 I/2'9 X 10' ANGHOR i n J/ u oax e u....� t.eer e�•a . se� t. sov j� � 00LT O 2'-6' O.C. BAGKFLL 9/4' X 12' X 12' �/ Awn. r���rtl� nieza SHEATHIhIG BASE PLATE W/�� I I T.S. GOLUMf.I y Y e i�90p'�r e•9.�"°a M %� �FLOOR SHEATHING QE: PLAN �y�-��Z� m x 6� \ I I �/ q � � � EXPANS�ON � I 2E: PLAN � ���� �J 2 X 2PPED C2)-aS - - - - - - i � � ANGHORS � C, � �� (TREATED) W/ � � � �-�dON^SN2InK GROIJ7 . �- 1/2' 9 X O" ` � � 4' SLAB 0�7-G2ADE \ � � / .° I\ � � � ANCHOR BOLTS � , I I � - � W/ W.WF. ON 4" _ ` AT 12" O.C. t _ � _ G2AVEL BASE �\ I I j � /r22E pOANEMENT � � �� #S O 12" O.G. - 1 • l I � . � /`�� HORIZONTAL IIII I \, MS • IG' O.G. _ - --- - ���� li I � . �Z�_� VE2TICAL � il . O I � � ����� I , - _ "_-. -0RNEWAY 4• -'Y--- / � BACY.FALL � CRA6.X_SPACE 8� ���o_��� � • • OoA � e� o� � � � WALL�IOR STUD - i SG2EWS ATE RE: PLAN � � '�'-O 7� � _ �� � _ _ �� SHEA7HINGRU . -- wS AT Z'-0' X O i _ .- FL002 JOISTS �I'� �IIII _IIII =IIII -III I �/ �� FLOOR SHEA7HING � �� � ' N � 2E: PLAN - IIII 4' 2E: PLAN 4" 2 X RPPED � - - COMPAGTEO G2AWLSPACE ��� - - - - - - (TREP.TEO) W/ , � -� q• I/2' m X Id' wS A"r ID' BAGKFILL � I ANCH02 BOLtS . , g� =III � °o° �4' HORIZONTAL - 2E: PLAN N I AT 1'-O' O.G �_ � ~ , ��� =III - riS o I6" O.C. � '� � � 2X4 KEYWAY ` �Z)-KS CONTINLJOU _ � % S � G T I O 1�I 5 -- ,� Ar z�_o� _ , c,'� — (2)-aS Cz)_#g - � � � 62AVEL BASE �1S AT 12" O.G. -- j/4" = 1'-O � O V�2TICAL 1 - � � 2 X 4 KEYWAY � � IIII . � � - nS AT 2'-d' O.C_ � IIII -- _ wg AT 2'-O" X 2E: PLAN � � ���� � ' ���- - -��� � —\ � � =III I `i' I ALC�TE2NP.TE \ =III IIII =III IIII N L SIDES III III= � � a• � � - wooe �oisrs � . ' __ _ �y RE: PLAN W/ 6' . = � o��°s �T b = 5 � /i T I /l N 12 - IIII � IIII _ �Z�_,�s coNnNUOUS � �. �.: i i v Ms a.r iz' o.c. Q � -- �ia^ = r-c =111 IIII I � � IV RE: PLAN �' - - -,K � � �O� 3' GOIJG SLAB-ON-GRAOE- �� • �J ; LJ.WF. ON 4" G2AVEL BASE `.. � � GTIO � 1 � �� 2 X 4 - -- _ rll -a4 _ _ _ _ _ - -, ' . �/4" = f-O � �.J KEYWAY \ +5 AT 12' - • . �. ----_ HORIZONTAL ' • � `I � � — (4�6X6 COLUMN -I � 6'� ��� ' �/� (2)-�/4"m TH2U-00LTS -, 4' X 12' X 14" TREATED � C - � � �o�: wS AT 12' O.G - / W/ SINPSON HOS O O ' IIII • ' -(Z)-^`� / °O� VE2TICAL – . . ���_i��–.-���' �II ��� � h '� � � O ��� -- _= p�o =111 IIII rr} u L! =III ae: P�AN� �� III �IIIIo � � � (� = °' Se}�� T N —(2)-10 6AUGE C � T N � , � � � L� G I IOI I � O ExTERl02 ST�ID gCREWS AT Jy.��. G I IV I i � IIII _ _ IIII � WALL �� 4" O.G. TH2LJ ��4„ _ �, n IIII _ IIII — p qSTER W/NU9 ET ES � � O ~� '��4'" ° ��-p SNEATHING � � I //�� `� • 2'-O' O.G. � �1 � � / — FL002 SNEATNMG <S P.T 12" O.�. N L --� ' _ ` � � X 2PPE0 - (r2E/-, rED W/ � . r � I/2 S X IO' ' - . V2' �SOLATiON JOINT � � ANCN02 BOL7S - , r°•� AT 1' -D" QG -4" SLAB-ON-GRADE ' � � I.J/ W.WF. OIJ 4" (4)-x4 VERTICAL � ^ GKAVEL BASE - � (4)-N4 �I - 2 X 4 - ' � � � p C2)-uS - __ _ --_ . ♦ KEYLJAY � � ' � � N� � 2X6 TREATEO W/ ' � 6, � � I/2' m X 10" ANGH02 - :' 00:0 . : 0'� 0 •. O o°o � � 1 • � � BG+LT • 2�_O" O-C . . o �ly'.°�e° g.po _ .� . - - =III �— _ ' - aE: P�AN \ O � � �- - VZ'• iso�o.rioni �aNr ' IIII �� � 4' SLA6-ON-G2AOE -III L__ FLG02 JOISTS O IIII •� � - - - - �Z�-�`� ��� ` III= • W/ W.WF. � =III �• i RE: PLAN W/ �.- '" - _ � a '� � SIMPSON IT - - - ' HANGERS =III� Q6 PLA� COr-�aACTED C4�.i..iLSPACE � - IIII III= ,- _ � ,, , =III IIII � � (Z)_F� � ♦ BAGKFLL ofGA : O � oo.. 0 odo _�.__ - - - _- � O � IIII � ` �RE: PLAN _ � E G T I01�' � S EG T I01`I 2 Q pa FLOOR SFIEATHNG ---1 . • . IIII . WT� OWP.BLA2ING 9 /4" = I'-�: g i4 � p � � FLOOk JO�STS W/ - - ? xv (T2EATED) W/ �F'PSON U HAIJC£2S/ ' IIII li�"m X 10° AIJCH02 �. -- BOMPFL TEO C2AWLSPACE � � 2E: PLAN = � � ns nr iz" — -E > IIII �,��r • 2,_�.. o.c. � �� k!o s 12" O.G NORIZONTAL ;t � ' VE2TICAL , . KE FLAh; I ` �r6 e 18" O.C. �})_sS - -- ♦ . I � H021ZONT AL . I �� � �• �S A7 12' QG _ - _ _-_ I� � _ ._. . ... __' . �� _ 2E: PLAN _ `' ,^1 - VERTICAL � � f IIII v 1 - EXTE21OR STUO WALL " lJ/ SHE.o. 7HU-iG rT1 ! � uS e 16" O.C. - III� � � fz)_zx¢ �p�z � vearicn.� _ ___ ___,y SClL6 rJnt-DE L GuJED w/ ' - � . � J I { • , � . U • � (2)-20WS OF IGd NALS �� KS o 12'� O.G - --- --- - - . � ' 2 X 6 T2EATED PLATE °0. ;:'.< � " � �0'� 00 . i • lo' O.G. W/ 3/4'm X �' HORIZONTAL CONTINOUS W/ I/2" m ' ' �� � ' ° EXPANSION ANGHOR X 8° ANGH02 00LT �I ���' 7�'iI �II� I • 16' O.C. � .! � AT 9'-d' . �� r.� � ~ 1 I/ ." ._ �_ . ,. - C2)_� __ __ i ll " _ �4" SLP.O-ON-GF_A.VE � � ` Q '..,, . • O _ _ N 4 �� /� W/ W.WF. o � _ G2AVEL OASF_ O I »S AT 12° QG I V2" ISOLATION - - - VE2iIGAL lJ � � — A1 I N JOIIJ7 � sS AT 2'-O" O.C. _ - i� 1 - wS AT 2._O' i = _��� - ' +�6 • 12" O.C. ` r �� 4 SLAB-O�l-G2AOE - - , � � I -- 2 X 4 KEYWP. : /� �' W/ W.WF. � iVL �S AT 2'-O' X I =III • 2X4 KEYWAY . LEGS ALTE2NATE L6, p� / � ' � M�+ e I6" O.C. �» SIOES � � � rtG o 16" O.G _----_---- -', . ^' �- 2 X 4 —� 2X4 KEYWAY KE= PLAN � r , � - - oS e IH" O.G KEYI.JAY ` %� ' � � � ano° o .. o ' o '" �'.00 .. � _ (2)-us � d7H �. � � . � . QOe_.�n.��P.� 9. ` .. � 4 � Z � � 9 � � R6YISIONS : `i . � . ' . 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CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORi � '�`� � � 2 X GONT. W/ I/Z" m NO 15952 BV CTL iHOMPSON. MC DAiE� APRIL 1585 � -- X 10" ANCH02 BOLT � / Z 4" SI_A6-ON-6RADE t �j __ qY 9'-O� Q � �-� 4" G2AVEL BASE FLL FOOTING BEPRING ELEVATIONS SHpWN ARE ASSUMED Ew1ST PEPRiNG R.FVAiiONSSHAI.LBEVERiFlEDINTNEFIELf1WITHACTIIPLCOND�TION55�� � I/Z� ISOLA710N -- � a I ^:JNTRACiGHWitHqPFROVALOF501L5ENGMEERANCSTRIJCiLRALENGwEEF - = JOIP17 . �2)-KS CONTNyJpUS --- -� .. ALL BOTTOM GF FUOTWGS SMFLL BEA MINiMUM GF E7' BELOW E)(TEFIOR GRFDf - _III - � � � r `� �' - _III - 4" SLAB-ON-G2ADE -I , • _ _III L� ALLPOOTINGSARETOBEPLACEDONCDMPACTEUSTRUCTURAl. GRAVELBASE =III � - - O W� W�w,F. i -�L- O a; nescRiaeoevson.seNC;iNeeR __ = 111 � i i . _ :- . : � � =111 `°� ° . �. n ` . . . �� OG�o �00�O E Uo NOT PL4CE BACkFILLAGAIN6T WALLS UNTILLOWER LEVEL FLOORAN� � - t�G AT IZ" QG � ' _ /Y� FNTRY LEVEI FLODR ARE IN PLACE. INGLUDING GONCftETE TOPPING ON �I - +�S O Ib" O.G HOQ. . IIII � `� ✓ BGTHFLOORS wg AT �$' O.G IL IIII - - ��Z� ISOLAU�;N �-y '� JOIn1T / � SEV'ERALLFOGTINGSUNDERWALLS. GOWMNSORGRiDLWESUNLE55 � - - � � wS s ib" O.C. VE2l. otic O .' o°�o� �' on�' Oy° ' V p1HERWiSENOTEDONPLANS G' 2X4 rCEYWAY -- -- � � - a6 AT 12" O.G -- 2x4 KEYWAY �r � G CUM'RArTOH TO PHOVIDE. AT HIS E%PENSE REI� �ENSIT'/ TESTS ON . - aS A T I`n" QG =��� - � _ �2�_ S aS • IE" HORIZONTAL - III IIII � COMPACTEDFlLLUNDfHF00TIN(35AN� INTFFIfRStAR$-ON�GRApF A � � � ° MINIMl1M OF : REPRES[MA71VE TESTS SHALL BE TAKEN FCF EArH FOOTING �� � - - ' �� � ANp SLA6-0NbRFDE i - - Z K 4 KE'�' WAY � � �i NDTIflSORSENGWEERWHENEKCAVATiONiSCOMPLETE� 50TW+TCONDb � �� ' � _ " � �TTPIGP.L) TIpNSMF'/ BEINSGECTE� PRIORT� PLArEMENTpFqNVRLLORCONGRETe � =��� �III- • III= � I ���I •-_._ ♦ ��� = aS AT IH" VE2TCAL - - ' � / ���� .. ^Crte,'RFTF - �- - - - (_� r /� � I � =I�� ���� _��� _���� 1 1 A AI..L U+SLiN-PWCE CONrRETE SHALL BE MADF WITH TYPE II PURTLAND � _ ' - � - IIII �� CEMENT, STONE AGGHEGATE qND SHALL DEVELOP 3GW PSI COMPRESSNE - III III =III III IIII STRENGTH W <^B DAV$ ' . , Flc �',. :v i =III 7 {'� _ "-� IIII KE� PLANIII . + 1.7 ' I . r . r. . �. _ __ _ X _ - T _ _' _ _. _ _ (2 )-a5 GONTiNL10US � 1 '-"� E TMEMO�ULESOFELASTIGT'/ GFALLCONCRETESHALLEXCEEUW�IS ,j :� � � - - �K (2)-<S GONTPRJOIJS � -�i{ - - - -- - /- MATGH VE2T. 2EWF . _ �ORSOCGI'cNOR1MLWEIGHiCGNCRETE! ^ LEGS ALrERNATE =IIU r , � !: CONTRACTOR MA+ FOUR SLABS-ON 3RADE CONTINUGl15 AND TROWE C: :' � � � T I / / N / � � �, ,� SICES� ;� .IOINTSJOIN�SSHALLAESPAreD �G �EETM�� CUi1" DEEFKI2" WiUE � �� � � � � .. 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