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Vail Village Filing 1 Block 5C Lot A & B & C Lodge Tower (5)
��� D R � ✓ E R o 8° sg � � R � CR A;� : z ,.00 � . oo „ � y ¢5� ¢z � ; N ?9 � � � , � - � , - � -:- i:; ' 1 _ . L AZ � � R IMPROVEMENT I.00ATION CERTI FICATE dj CA ,� � I , hereby certify that this improvement location certificate O,� 1' � AR was prepared for the Lodge Properties , Inc .,Tranwa�rkaTitNCo. 9UnitedBonkdD�nrarNa/lonol , � / Aisn. , THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT , {� / OM�N/(f/H � � and that it is not to be re ied upon or the esta lishment of ence , P T C+�Np � � building , or other future improvement lines . �00� ApA,e7M� N � _ _ _ — I further certify that the improvements on the above described G � _ parcel on this date December 10 , 1980 , except utility connections , i � � �, � � ,� � � � " � � are entirely within the boundaries of the parcel , except as shown , �' �� N � q °Z9�'�� _ — � � � that there are no encroachments upon the described oremises by , � zq. B5 � 1 _ _ — � � 5• improvements on any adjoining premeises , except a� iud�icated , and Q �; ' �/��3p'/b"'� _ _ — — 0 4�••� / `; �O ' 6 I that there is no APPARENT evidence or siqn of �fY eaSeiMfilit crossinq �� Ni9,Zq ;�¢"� N/o;3o �G" W � S � — � � N7919 or burdening any part of said parcel , except ef� DO�i9d. .,, /6 . 3 �' N •Z944�5. N�o 3o' ib� � � , � 79 B. 3 , � .� � P,�» ,�p_.r �� / 9� ���.i .��� �p0' „ �„� � � Date David L . R'�e�,, A.L-. & . 14109 � � . Nio° 3O ia � PO pL 1. 4� Lf�adof� S�,Z/�93 .YLL .. - � + ���5 . ei '�� � � , PO. �. , � Gl�,da�e /2 �.Z /%8¢ �LL (n�Ew ) L'ons�r.vcfior� added �, 9/ " � � -� 1 �� � 1 ,z9 - a4°E �� _ — N79 • � � ► _� , � s • pO � ' • � �� •io "E I 1 � + .� � N l! ' � � \ � r � � 1 �° � � � o � rk ' n9 - � � �` a s �i . �a 1 '� N dhe� �Y P°� f� on F/r.) ,�� 'o � n P or h � �9 (4/b � � h /•/ , S�2 s; E\! a' � - - o� fhe ��°% B/ 9/. 6z� � ' �� � iz � , ' ioPARKING 8� ENTRANCE EASEMENT ' � Q From the LOD � E SOUTH CONDOMINIUM map � 1 — , � �° � y • � _ ;� � i �, o � - - � - ' � � 1 _ - - - ' � .. • `'� �, . _ _ — � , � � ' � 1 N A / 41 , �p � � `� �� �— - 1 �, I , � G, hAry �� ��aH � C7' 01 11 1 I � ' � \ � � 1 � 1 1 � ,�1 �� � - �a. e � , I � � � � 1 � ' . , - .-, � .. _. __ . :_.._ � ' . iM� zo f� l0 � eosement recorded book 197 , poqe 467 � � Eagle County records . The firsf course reads �Ra. 'r" I l j� � ',se 1 — North 24 ° I1 � West 117. 20� olonq fhe West line � � s /J of said Lot a . Shown an plot as No. th w ° � �� �"tc- �/ sPN Parki�n9 3y, DO" � 24 ° II ' Eost _ 117. 20 � . �ol � M/ \ � _ry79°`�3 ��• E �� 1 P�� fiO/� o{ �he ' 1 - � � sou�h �. /Y �5 ;h F/r ) I N79oOg0a E F K � I \ �j�� Q� / � �✓B // NOM3C � ^��' a 3� ;, e"� : co, � ... �, t 1 Soufh �'✓��' 9 BZD¢• B9 � " – 0 ti °� �` n�'h , qu: t C/o ;�. • 4 1 � — �� 1 � � . z.K. lh E/e ✓ � _ ... ; \ 5 t, � .,d,�� �.�P Ct • � � � _ •. 550 5a3o• E ��� �Z� / °` ° 1 _ _ ��Pedesirion Ingress 8� Egress Easement �° � J \/ � • �'h � i � so%s•sbE � ao.00' �(0 59 0 � _ � J2.00' NSB ° H � E 2100� /\ A 1 I - � . . � °7 y° yl • w /66.30 ' 3 `� � - � � N >s . 3` .� / eor• ngs s own or o ge ou on aminium o� e ro ole m $ p � L b^ . �h �� �. 'zo �i,q -� � counlei - c/ockwise O°2 �/ O �� !rom our beoiing bose . p v r 1 � �n � w � � I a o —� A' h J8f'y�' W ' ` / ee4 y1� W lll1�����, ,,,���......,,, / � ' �. �o . / //. o ' � � 1 ' � NIO°5207��W r � S0=/BI .. � 1 s�. � , 98.37' + v� 'N � �Fe o g R` 1 � � . / p V 1 N m 2 C {� �, ;a o . w , � ` 1 � p �r ° \ � / . \ NB9°42 �E U11 � � DGC � �vt r N �e ` / i B.00 ' .kp � C� � �i 1/ LoOGE SO(/TN CONDOM/N/U/�'i �' - 1 ' o � � � _` � 12 m . Z � I U+ 1 CI k 6 '� h iv B9° v1 "� 1 � � - o 'y1�� i . io - � aco • ;' . N�e�t �E 3 X � '� N 34°07'53� w p n�� ry 1 28.25� 1► �� � �1k`10 ' y � � - 1 G . ound Level Vehicular and S '� � p 0 1 Pedesfrian inqress and eqress '� � _1 � ,Z(v7. 58 � easement � _ � , � -- � — -- e - - — — — — -- — — — -- — -- — — --- -- — — � — — — — — - — — — — — – -- — — -- - - - -- - - — — — M / � � N 10°5207'W � � �O //�i �� ty EqSernen � �Ced�c� � o Lod e B ° / SD E �1�� N89° Y/ �SO °c Bo -SO � ei �i�e� 7nc - QaoK ZZZ Po9c G90 � ? P' � 37� l�oek 222 , Pq (o-= _ _ I5 . 00 -' Eosement Ties ToN.W. I/16 of Sec . B — S89°¢4 '00•' �f 90. �3 � _ —� S. V✓ CO /• �07 Q• � B�OC � � � C Jr. Li /JG O� .Lo � Q L05 ' S.�� 20:214 N89 ° 44' E. 163.45� - �/a ; / l�://a,ye f- �°arki.+ y �L� r se9�aa' w y J Johnson, Kunkel & Associates, Inc. SUIVEYOZ' � s Note � LANDSURVEVING � CIVILENGINEERING � MAPPING � P O_ Box 4�79 - I 1 i t e�! A �h Street 1 ) All improvement locations are based on the location of the E,yi�. coio���o su� il � Ph. me ; ;p3� 32&6368 SW Corner of the NW1/4 of the NW1/4 of Section 8 , Township 5 South , ; � �-• .. . j � ;•�. _ �, ,;� , , ., �• Range 80 West of the 6th P . M . and the NW Corner of said Section 8 " " " 1� `'� � "' '5 ' " '"' � � ` ' �" '"' as found in place . Due to ambiguities in the . Final Plat of Vail Village , First Filing , we have resorted to the above reference for primary control . . 2 ) For other easements , exceptions , leases , or encumbrances , onN�� � '�i� oes. _ __ __ see the Title Insurance Policy as provided by Transamerica Title c�. �; Aev. / /�B/ : •�� E , oF Insurance Company dated November 24 , 1980 . y�� . DA7E �?. HEV. S/iZI B� JOHNO. �'d II'91�����II���II ` . eL (I�/. ��Z� i l N�� v � • Robert L. Arnold Associates • Architects , P.C. 230 Bn�Jqe 9�eef Vad Cdvaao BMSI � (J037 �78 - ��4/ - Rubert L ArnW! AIN Dary� V HarrB !UA � M�chael R Hpyx AIA � � � . ,-- 7�� , � � � �_�� � � o � � 0 ► 0 �Y -�-= � _� �T - - ' �� � , - . : . . . - - - _ 1_ _ � ; _ � _ _ _ � o. po�oF P-I DbC ,; �� 4 � Q .-� � i . � - - - - -- - - --- - --- � ,.�hTu- �xr�.." tiG < � i- - - -- -- --- -----r � J O � � M.�.1� - F-oo!� .� . �fr,-' " , � I I � ` C�' � � fi _ — �� s �e�r,�,-r�r _ � ' >. 1�� — — - .1_. _ _�_ — �I_ � i � /�- „ j" � u �rls.���"''4�otS5t: �i'',, -- -- ' - � o. �� �� / , ,, . �, - `. _ � � - --� -- - , � C� ��" � �- � _ _ _ _ _ _ � ,_.�- - �-- ,; ,. 1- C� � ' �/�,/" ; I � � � � � �� � - -- - � --- - _ _- _ .. _- r _ - - - . . . _ Q �-� � i r - - .. a r. -s r- � � -.r - i ; , � � ( , -- - - �Xi5�f1� Ex ;T �A, ►-WA�' � -4.. - T ' ��f � � , --- { _ �.'_ -,. �•{ f ; .� � . . ' F f" � . , Di.�i m . Pt'iil BcT101'1� � � �� i ' � + r � n I i ' I r •� I , u . . . . i. . 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AV ., . � !�I'0.s N4LL FQ�Y.t�ti. s ?�;�; CQ � ' \ /V rJ � Q I � � �`����r �VV ��e x- � _ i i� ' ,� 5 -O Cv'-//� '¢ -O�Z � Ar5�1 "EXP. si�Y�PS' ---- - - � � � EX�STiAh�i CAM.". � � I I uNRF�INF, �KY G.G°�+� w�LL � � / r - /1IEh/ CLL��PE �� � w � f � �- � f�(/!(IOF� GI� EXI�J' f. R'G�. . 3�.P. �� C� 2�0 :3 S/DES� � WALL BELOW � �✓E F�'/r57• d •• k � ; ,., . , 3.'r. T53x3K3iu B71✓N. EX/ST dTN '' �CLt� l�,G4CG lCUT � � - 6f.EVRTIav a� � �NI�i! ��{ �'�,+€ ExiST 8 3 -.- 4 K�E? C/2 �EX/ST, hI/2 AgOfiE; _ - FAp LANU/�i � STA/�t' � �` � � i $�IGK EX/Sr/�t�',, p � ' Qkba�b �avG. FiELO GUT ro LEniG.'t/ 4 .rrrc�Y �. �avS7k�CT�OiV S�E aPCH. a •� yMGRiMr�r Hee�EAt/RE Fcr2 EXtSTiti/af �r.^� G�•ZCi , x �. I MASON�E'Y � ��� 1,�L(7 Td TQP �C�'Il. F�Ml�E \`r ��„�(�iS �: 1. C�CAVA�� 901JfHC-XN f=0 uNtaEJ¢ FtG1. ffi� �l► Ol° , " - �x ' '�'��s,��•y�, C r I .TO EX/ST �SCACE[. =laf�Ci _ G' 8•s6 iN raK.�WUI.a� d��l� AM�/�1.- �C �'.7la�/ I. ' ;' � ' s6 SECTIOM l � I � ��=/-�O " � + - � - _ _� __ � �- _ - z. R.acc sr� ��. ca.w.ws n�rt � �ot�w► c� �ru�. . � •s �NEW EASE A�.NitS�' B�itK av 8� rWD WC�fE AS 3f4�rAN/. r =.� � '� Y J 3. Excp.� FoR- rHe � nh4r auLy a�EK. nfe Prres �Ke . , ,�� � � EXiST C/2 iN RiGE. RE�VE G-rRaw�(a� fkJAL TD R.AGMS► Ca,AC. N Y � ; y�yt�� C/34= /O] i�'�� I I 3 CB -- � - - �.� EX/STiN6 FQ9T/NG . __. . x 4"xKs f„t. CFt SrUOWi4GL '¢ '�` �� � �)i UP � ^, w toClk. � � „ �h '�i5 � �, �v w �'��. 1 � �[ C-D, C-G EXTE�/O� I Q �� �O i � � OONSTRl1CTI0l1 SE FOR ELEVATOR PIT fOIKWT f +� � H '� � � �I "' m �rH ELEl�AT/ON OF 6'�A6'E Eit/T�t'Y . x��• ���o��a rv� oo �c +�o:�«,c a. .,�.e ,�,o �_ t�ar�ro. `� ; � �`� �t � x 5�1 " C6. EX/? 1 `� GkAG1E PLYWD. SNEATN n. � ry� 2. Form and pour Faoting A. Provitle Den pro3ectirg out of tAe rwtfi antl wn� ta� ot d� firetLp as �hwei. {, �. �� ANCl�iQS Ca !�O �NG =aSTE-vfG 7Z� C�E �� � V 'v �� M7TE : NEW ELEt/f1TAf� sT�E'UGjU•E'E /S /4fpT SyOsJN. 3 . Nfter Footinq p has c�ied a wini�un ut 2� fia#s, lteCt tfie ne� 5WI t�ba co t�a � pW L6 ,�. " � � � � ��:�. � ��t+ot. /'� �� - � existing Yzlxss secorx� naor steel aee.. /4ov�PB Tiyr�,�ftir '� 9NE�FCR u1 � Si?lU h/sILL h/� �i`Z ; � °� h �l 4. Excevate for the Pull �et fou�datlon. Ke�q the cat to � dnLY. Ths AorlfiWpe ot -tAs �E M�ll ptYti�lly LJ V #4 �,$ C� /8 �(E -W) TEK$ �SC�W$ Cal� " O i � " I � : uideendre the existing 4' -0 aQ. faotinp. Do roE orerart 11f15 �ret• Ths �sst �e ot :�e ctiR �ld nDt �( ud ni! " /52`-!a F}T �R1tiJETE�t', �12 ` tl� I � UP akp � . �/ / vWenine the existing l0' -6 a 11 � -6 footing eiqtept Mhere tAe ++sM rortl� reli dies lntA LAts laYgf p�d. ' �otu : � ,�X�sr. c�z � � � SECONL� FGGL'X' F,p•4�!!NC f�AN -k =/- O and pout the wt fandatim efter �a.t�� � � �� �„�t .�.o. �r + ,� T_ ;4 - :� E[S�,IHEK�E. , I I I . 5. Footinp B aay be ezcevated and placed at arry tlwe duril� the abova seqwnx. � ` ,` � , , L/34 -/O] /. 2N0 FLOO�p T. O STEEG EG< .✓ = 7G -G� UNLESeS i(!01'Et� � � ` . i5?-O G � . . . ` Ti1US � C�L �V7 �tH COrtRaCt�R NO7E: a'6 noti y t�ha IkMitect�ard Stsnct�Ral 6�pin�� y urWecpin tA0 �1ati�+p tawMp�iOnl� " � �! ��F�$ @ kg~CN-S� � y LGx3�lX 5/U CONr� CUT fq� G'�O_ �0�� �" _' • •. ' '. ' - � • a � tR lRWy 3 � "CONC. �SLAB Av /�Z" � �__ ' �S �PE�o b C[Eap GX 1 3 ' � .y i1 � s z f �, �^� 4s e �StJ `���� � � E� A^�« - � I �- E�EV.4TO�P FGYlNDATioNA�vO Fi�sr �l�Z �N � '` I'O � ._ � z2 c�a u�c� -,e�Beb . � � ,�4 x Z'�- 2=� arEa. �E� -' �p see SECr�oiv 2 i •, '� ' . coRPc�rEO srz, c�Ge r ,a�r�,� Ex%sr. ,�ooF . • 6R'GUrEO 1��7iCAL ABO✓E i5 �'EMOV- m � ., . • �ypK,pL �o �,1,� GEGC Ep; ,�E,y�p�E FX/ST. � v \ � I . I � � 25 Zl> 27 Cur ,�tG,r EX/Sr. 24 25 ZG 27 �' �' w/ 2 - �5S CoNT. •:--� PiaE CoL . aS 'L7 � �� v► I " � /-�PE/NF. LOnK' BCG�CK � ( 5 }�V� � � I � Q' F�PA�GfE A�OUN.0 . �'Z *i�4 �PAFrE�C' � � � ' { , � \.J � x ' �8 8�l rlr /S -II� . ' `.�r .._ WALC � `, � � I �X/ST. Cf(/MNEYAS /'O S'O Ca-'�/� 4-'O /�8i1 C�SGOPESI ¢ S7U� 5= 0 G=�/� 9c�� Sd/• �,� � �' • � �('EQD h�� `��('AF7L5PS -� � ,OQiv�/ 7b EX4$T. � , " ` ,: �� yT) � �,,� W/Z + 27 I.W9� ��r1 ¢�� ,�r ~ � � �: P �ti/ 3 � �. � . I , L 4"�.� c�. c/�y��s. ruo Zm 4k �qa,��s,�t oFEx�sr. �rX2��x`nr�.e�caw4 8Y � y� .��j • � • • • ^ 4p �/,� -��Y r�� �� ��i�KJJ � �F E�E OF M1KA^ TQ S� G�.E� s �' 7f7 . :, $ v� � `' . /G " .� NE<./ �SCAg - - - a W SEESfCOnt,UFLA��p � �('i -O� � C�50 �G& =1 7�Jx3X �aBTG/dGi�F � ' `� 3 '�_ i 2'i/ �= 5 FB„ F�.�.wr�.G �YA�v�oa - - - - - - - - - ,�xisr. s,a�z S�caw ' r� SECT/ON -3 ¢ - /- O �uaerH � �s�r ,c�,�vF ,lX �x _ �. . � � � � 4=� c� v� ^ � s �' � � , � �x� � � firr.tir� �r �u+s � snAS , � �: a �• -- !!_� � GEE ST!/O 8 � � � I � � �� O�JN • � � G1GCG�P�GV N� �`F�iV.ld �3- /� .! � I � " � �' -� V I I � � #"¢BR'15 :` . 8TN FLOO�' F,t°A�(i1/NG PLAN -�t " r /-'O � r�0 9�0 /t�F DEGF /S /y�'� ° �' � � g � � `� „ � � f { w�x� cur �•b� �M �xi.s�' .��_ / 7t1� OF ST�EL ELE4/AT,�ON /5 /NO/CATEq Tn/US � LE'LE✓] t� LG�tf"i C+�/G; + 22' G4. 1�.�'QE �} !7 k kG 'L1� GW�S #��JE �3�M�V' l�$D . srads c��� ��e�o aae�rrsar• a � � 3 cureqcX ,�a✓e �srwn � I � ` - 9-O L4/bf� EY7 STL�EG Q6CK EX/SF � ! . . � c CEE STUOl�L4LL � X �sr�eeea #5 t/E� .l _ � I � + , � [/52-'9�. � I � x�Qd��h - 7$1148 � I �`LCLY.6�l'/1 �4t4S'Y.4�Ot� ; � � , " ' � � w Pft�1/TE�O w�.SO �X/ST. hl•E? � � , , �- EOGE OF E��ST. S/.�48 --w 5 4=1 �2Yi,l�/ECO- � pX " ] y � dL4LB� Q6`Ati/ A7 /.50-A7 : - � �' 13 w 4 �G G4 . CEE S71/b w 3 ` •s i � � G �CN k2'�M SLAB ED To EXiST. l,�2, � � 9 „� 27 � F . .._,- ` � . - SEE GT.eN/ 3 REMOUE �XiSr BLAB ��O 2'O M6W. - `7 � C/G3�9�47 � l�LL hY 57LD�5 Gp p G -- - = q : � BAL.(' To � EX�Srw/Z� � .3¢ " CONG. S[�3 - SEE /N 7Yf? BO.ud BK . a � --- N � p �- °0 (�X �r W8x/O _ •_ --- _ - - � " .� x ' ` �`� \ Z�J ._ / �.T/QN 2 Vf� \ �{�y N . N �l �' � br �/� T /�.� .S� a _ - R a ; . ! Q� , . � E.C�STiNG /�//2 ----- 4'- O /�� BECOh/ "� iP•4fTE�PS A� 6 X n 3h�4�o=s a/-+ �� C6ESTUD � 8� � �. � } '�`� ,� �5 � i 2-//4 � . EX/ST h/B r/O _ _ _ '►'1 h'i G4. A{/M�l! CEE � ! ' � � _ Wi1LG AB012 � ' i � � To. STC , titAS'Y EGEV = � -►t--*4 �. ---- - , ELY'aE OF '�'AFTER -- ST!/.CJS�I� :8,41RI � 1./ t7X 30 � � 1YR,U.AN• _ � - � � �? �'''� , ,, I -o; 4 �} �"�/LLETl+�Ld � �� �) � +� � �' .- • ' ! � LSLOPESJ - - - W J , �/ �I,y = 0. 23i ,ou- , ALL A�bL6cKJ� � s � is2 -o 1 25 �� �: 1 ;� `� sEE i 5 Exisr s�.us ` 4 4 a �1. c� 6a�cKwr2 x �' � .� `. . x � � � �' � Z-�2 b ' I ���f O (� A,,..,,, - O.B36 .�/. � !� /O � w r� ` . s �� N/2 9 +K. I i \� � " 2 // / � 4 i � � �� . � � a .'K � �' . � . . � �,-.- � � � � [�rA /� / = /-O A � � 2-of 4-0 ¢ - o �, ¢-0 2-o�rr. io 4 � � �sz'G � g w�zX�o N �° o. `� p� TYP. 4rr� rX EX/ST. i✓�xj/ '� �,�i s �� :�.' �+��; > TYG/LAC 80/JL7BEANf � . . 4 .E'i6.4. CEE 8Tl/O w �is�-9 ns � 5=5 � //=0{j - - (` i � ('sA� R3-OG& ^ � I+17�S BYBL2f�M1$?E' ��,' � r I � � ti/ALL ' ST!/Gl4 UP J6 EM6. ,I6 ¢ r 4 . i!O I . � � ` / �EXiST. SL,4B � CEE �� q�-�D LQ� Ca /G �SR/Q4 � I I 2�9rg 8=9 SU°�Y/6C `h � � �` R � � ? ITI�'A . KE/NF. C�'- Q��A'�f EJVSY 3 "'SLAB � 7b STiJO . . �p CY�IG�r „ � � m = RE/Ni CO,t,L'. 6LGY_k r + ,.- � N� 2 - �L ¢ 4"LGk/G a `\ GGE FO�t'M TO NEW � • • • X .. k/ALL N r � WALL � - I CiSG= ¢ = 7 ♦l O✓E�t' 9-O CLKG � /Z ( E/Bx/p I 3' ?� x + � N.AS. ; Nol.O �f �£ EXIST/N6 N/2 �=�OGE �4/vGCE : • • • - �V � EaLK Fift1' N �/SKL� / � \ � I CU EXSS .T �t `M '1 � � � ia �O T "'K *'F � �. x -� C��/=.� � �: EM6 � �: �4�0-G/,� � � �� x x 'R '�6� « �� CUT $ACK EX/dT. � t Y y 3 }�p FACE A� A.lASA'uPY � LEDGE G3 x3 w 3i� � � �'v EX/ST /� B i7 I•�?r[�E lvfd /O 8 �' y g7 � . Z- '�"fX�!'L6. N..4� MORTN �' "�P�� ' '�� - ; � � ���_��� hl4LL l,�S7l/D.S cQ ,� d A7TACHTON8Gt�1 °� '� d '� • ' � � G" TYP/CAG �� ff58- 3L7 Ki " N�[CnX4x `�ixp=5 , 3 v Vi � 'v i ' . ��'� .: ,�-s E�ci57' L Z�i •7�Z r f s✓� ( I EG�6+� A°EX$l. � � '� ExiST. wr2 �"Ficc�rs„�ca � � � . rt "S7/iF. C� 2�O, WEGLL�d - BENT �`5 h/ELC�b J� EG1faE OF EX/,$T. it'bOF 0.�LQt,/ �rH AGL AROUND � 3=G 4'O /�f �',5f � ,' �, - ro � c� �vsr. w� EXfS7.' N/24E,�gEpo• - EX/ST. 1,/dxA� A°�rE.P �SLG�S� ' EO �" � �" �PO� F�A/t/1/NG' GLA/V �"= /!O tilECHA�t//CAL LEI/EL f�E'AM/NG pCA�t/ � `=/!p k. � � � �'" �--�• ,wK � R p _ / ��_ / �/_ / /. T�G� STEEL /S /M�/G'A7E0 �'/�t�/'S � l.GGGBY.J � / S1L0 .WqC[.6 AdONE �Gt'li.' �t�A /� A �i!'i G4. �EE .S1YK�S Cjwr Ft 1SLG.AV. � 4� � SECT/ON � �1 /-O SECT/D�ll 5 �1 - /-D SECT/ON 4 - /- O a"""' = 0. 3� .� = ), Aa.wr�a; �pe �orroti, n�.�x 's.ya�� ��ra� . �° ° , � a � g,, • �m ¢�i�4 °x ,csa:a. rx..c,e (r� � iase .evf,A""" = a�n �s�, �. ` �:.` . ;; ' � ; � 1. � GI� S�l.'G �LIFV. � �Z =4 � c�O+�tCEJ$ M9f�2� 11,�!'S = �liL�t✓.� ' , � R ,�p�' "- 3 7�G1�A�1dSGdVipY ECE{I4T.t7i1/ � /�t�p. - s�, . . �. . { t . ._ _ __ . �_ � _. _ _.._. -_ __.� � �- ` '� _ . _. � . . . . . - . �-�-.f . i-= ;_ sxxnc�n�t►t c��. Na�rr s , ;�.*�3 : � ' S1RU(.RSHtAL HtHCPION 11ID BRIICING RBpUI : ' DESIt�1 LIVE LQl1DS: . . �4 : 1t�e structura �ran+i}i�lustrate�tTie caiQleted structure with i �s-.:�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80 p�f � � � � all elements in their final positions, praperly aupported and braced . ' Floors. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .s. . . . . . Ttie Contractor, in the proper sec�ence, shsll provide pcoper shoring s Public� SQaoes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . Ifl0 pf � ' �� '� and bracing as may be required �rin9 oor�truction to achieve the ' Elevator Hgttipment i�I 8torage Aoo�. . . . . :. 125 prf final conpleted atructure . 7+enporary bracing shall remain in place ; Fiind Velocity (expoeure C) ( 1982 UsC) . ., . . . . . . DO aipA -° .� � � until all floors, walis , roofs and any other aupporting elements are �� J� hy.. in plaae . PO[RIDdATION �D�ES Q�i - PClO'PINGS• t � ,g, _�_ �ign o� foot3�bmrad an a � a1lcMble be�tin9 pres- t sure of 3000 prt an tM ni{�al �r+disttub�d soil. BoiL aginsec eMil � vecify soil canaitione az►d ty�a d�ting �x¢av�tian. ` _.: . ° - �. REINFQiCPD QO[iC7tEPE: y ' - D�i"gn i�sed m •BUilding flode �iraaents foc Aeinforoed Canccete• (ACI 318-83 ) . ConcrQte wock ahall oa�f�t to •5'ps�ifio�tions ' "� ?' ? for Structural Concrete for Buildinga• (71L'I 301-72, cevised 1�1 ) . Structural concrete shall have a a�initrwe Z8-deyt aa�pcative �trepgth ; � ` � -. of 4000 pei . Detailing, fabricatiCn, and p},aoM�ik of ieintorcing ' �` - ` _ steel shall be in accotdanoe vith t�s Mteewal of d iCe fot � � = ��Detaili� Reinfo[ced Concrete St[uc�Yres ��C��1�= n ota�n9 rNoorrt I. NqMil �A � • : bars shall con orm to A4 A�L�-8 ,�11 bc Gtede 60. 11t aPiioes, Dryi K Nr�► iWt , �-� �R � lap bars .36 dimaeters . Exoept as noted an the ckavinqs, c�o�lcrete •a�iy,Nt� 1�Mwt AM := '�`�° ' protection for reinforcement shall De in a000�no� with 11CI 318-83. Provide shear keys at all caistrnction jrfints ana �lewit�cre ar s�wwn ` r � < . on the drawirge . Zype II oeAent q�ll be wed for all cancrstA in � #�'`� .� contact with on-aite eoils . Ysc�acxnt oocr�tea skeel Lones for �.�`�@;�. ': • `:;� conc[ete floo[ slabs ek�all be warltlfsCtU[6a a11d es�Cted lICOOLdiilq -t0 ,�` r",�" � }�j� ::.r . the �ecifications and Code of Starcfdard Pcacti� of the Steel Deck r� 4 ? 4---� Institute . '� � -. y ? i :' E ' - : • , S'iROC1VIi11L STB�[.: ' r ��k ir �� � �t T •: Structur � steel shall be detailed, fabrlcx�ted, �d erected in - �� ��� �, ` acc:ordance with 11ISC �ecificati�s , 1978, ard dode of Standsrd Pcac- ; '�".`,s��i� ;`',��, ' .� :` tice , 1976 . Stcuctural steel rolled �, including p},abes �d ! , . angles shall conform to 11521�1 a� . 71�be shapes if►all oonfona to A87�1 ' A500 Grade B, 46 ksi yield . Pipe ship� shall oonform to J�S111 a53 � � Grade B. Machine bolts shall canform to 11&1�l1►335, inatalled fn ac- cordance with AISC 'Specification for 8tcuctucal Joints Usirg 118'!ly ' A325 or A490 Bolts• , 1978 . Anchor bolts shall, otlnioca to 71�1l1 A36. � � �' Bolt diameter st�all be 3/4' . Wsldirg sball be dope by � cectified • �- vwelder in aocordence with 11ISC and AF1S 8pecificatiap� and [ecaw�- • tions using B70-xx electrodes. Expansian bolts ehall bt •'!xl-BDIQ' . � •REp HBAD• , ot approved v►edge type, installyd in a000cdenoe vith tHe manufacturet "s requicements . Headed anc#wr atuas (N,A.S. ) eAall be attached to structural steel with equip�►t a�pproaed by the stad manufacturer accordin9 to the atud fierwfacWrer B [�oanarndatioos.. *' Gti00T: � ,• G[out beneath colwm base end bws 6eatitg platea shall be �n- shrink , •0�nbec.ro' , •Pive-Star • ot equsl , r+ith a winiww 28�ay odipr�e- � sive strength of 8000 psi . _ _ __..�� - - � . _ O - ST�. R()OP DDQC ; Steel coof deck st►all be tlfe dopth, qsqe atd t � � i�i-catc� on the drawings . Deck shall be nis�wtfactnrad and erected ^ � according to Specifications and Qode of Standacd Practice of the Sfeel ' Deck Institute . Deck shall be attached to supportirg �ers a8 s6own on the drawings . 51RU(.'TUit�►L STg� S�D6 St�ds 16 gatge and hsavier ahall canforb to � ' . AS'i'ht 7► 3'f6, �i y�eld. Stud suboonttactor " shall provide bridging _ � _�: and blocking as required Eor atability and stiffnw af �e final wall �,:-� ; assembly . Stud and joist ilanges eMll not Ite wt ot burned for arty � , _ =: reaeon without specific approval of tbe struptu[al �qilwc. 1 L.,,� i-' ' - �....��i * r � SIItOC'1[IRl1L I7A90I�YtY ' � —�I-ov�iaa-Tiearing ooncrete maeonry atiall be li9ht�+eight units �� ' canforming to 1►S1T�! C90-70. Grade N, sinl�m� altin�te oowpcesaive i �i : -' strength = 2000 psi . Rlortat shall be TypQ S aDnsisting of a uixture of I • portland oement , hydrated lime and aggregate arW eonfocming to 1�.5lTt i • : • C270 . Masonry cement shall not be used. 113�dXtures at�a21 rat be added • � � � � for any reason unless approved by the 1ltohitact . !lini� �eoztar cube ; F . strength = 1800 pei . 8xcept foc lintel$, bond bea�u unit$ at�aill be � �i pro�ced fcan stardard vertically voided upits vtth p�e-cut knOCkrout '�` ;_ -� - cross r+alls . Grout osed in masom[Y t+e1L and blodc oe1L at�all be � �` conrse grout , as defi�d by AS'1Tf C476, �rith a utnia� ca�be strergtfi � � • ' :� " 2000 psi placed by vibrating or puddli,n�. lcavide full aMwad eoctar in all head and bed jointa . Minimum o0a�[MSive sttsgth o! all , E ' � � mesonry wall pri� assemblies shall he f � 20� �i, 6�eed on �t � 4 F .��,� bedded ar� . (�e ca►tin�us horiaontal �int cei�atmccing in- all i�L �ry walls . Reinforcing shall be Meld�d type �+i�h ! gage side-wlrio � 3� '` ° and 9 gage ladder crose virea . Msxiwa vertical apa�cing of �nt � _ � �� reinforcing shall be 16• . Iteinfoccing bars d�sll oonfor� Eo A83�1 K15, � �� G�ade 60 , �cept ties or field-bent bsra, whi� ahall be Grade �0. `:� = Bars to be welded ahall aonform to 1181f1 A706. 1►t �lioes lag bara 48 diametera or as shwn cxi the drawinga. At oornsrs aW ir►tKSectians, � s ; ''�� - aiake horizantal bars ca►tin�ous or provide �sEcAing ootner bers. ��;;r�� • 1 ; Arocmd oper►ings in walls , provide two #5 Eo �xt�eicl a �inis�na of 2 -0 �` �u � , ,. � . beyand edge of opa�ing . . : IAUSE LIKPFlS: Un�Ieas noted otherwise, provide loose lintels as fo1lC�wa: (One .�=;. argle foc each 4• of wall thickness to b�ar 6• mini� ehch end) . � � Openirgs to 4 "-O,angle 3-1/2 x 3-1/2 x 1/4 ; Openi�ge 4 -1 to 5"-4, . � angle 5 x 3-1J2 x 1/4 ; Ope�ir�gs 5 �-5 to 6 �-6 , an9le:b x 3-1/2 x 5/16 . : F � FIEI.D VtRIFIGTION: , � �� oontract�or all thoroughly inspect and survey existing atructure °' �.: to verify conditians which affect the work abnwn a� tt�e dtavings. • ' Oontractor shall report any variatio� or diecrepanciea to the Ar- � � chitect before proceed�g . � ��?` � - j � .. i � - 1�' 2¢ �_ �_ _ _ . • ; CcK?�u�QTEa STC. L3¢ � j¢ x f� FiTTEO " '� �'��� AT'4CH d � CEE � ,G�Ck CSEE PLQN� Sj/FFENE�t' � � ��".: ,P��'E('S TO TOP /_OR'�CU6aTE0 STEEL A7T,4GH �" GEE �Pf1FT��? ` '� OF ¢"CEE STU.p pEGk (SEE PLAN) TO TOp oF 4 "" CEE 2 � 5 ,� � x ,�,��!�y �a� Y � WALL W/L3� x3/z STi/D !✓<tGG ti7 L3�1x �2 /52-9� • �: F4 x0=7 LGYVG 2 3�L * 4 �' 0= 7 COr�k$ 4� • _ � � ` -,��+: i�i3= `f�q� � 8"CEE .�4FTE.C' EX�ST/NG Wrz , f/52 •0 revised : . . .Y� � � : . i2 � / � ,`/59-'G L.3� •3�t • !/. . 0= 4 t � �' � � ' , \ ¢¢ / r � LA'�K'i C�'/•S.� F.S.� � � > � —, 3 „ 4,� 2 � i2 � � �,:: `✓d r. .. -s 3y 4N '. '�r_i�a.� � �u} ? � ¢° !'.EE STUO W4LL � . 8 CEE �7AFTE�P � '/�Yh/d. SNEsUy- EX/ST. fJ/'2 ��-{ 3 � • 8"CEE �E'siFT,E,p yyG � ,�� ,�CT. 3 . 4 °CEE STU/J �tiG4LC BE�i� - S7.4GC�E(' H// � '" GYG BO�iR'O ,Q�tFTE�t'S : SNEATHiNG BOT�/ .S� ���j S/.CIES G � ,,L g �:. � r ?�; : . _ F �r� y �_ F' 4 4 � '� �� -W ` �, �t , �� � � � SECT/O�/ � 2 "- /! 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Y \ � "{"- ` � ' 1 N f — . . , _�---�----� � date � �s��Y -:� , � ,� ._____r______ ____.__ . . . __� _____ .__ _._____ __ _._ ___.__ _ . _ , . . . � - - - .� - --�- --._ _�. _ � ._. � -- - _ _ __ i � � • �, � --_-. —_�._ ._ -,- revised � I _ ; _ f ,�-.- ' — �-.:. \ -.�—:�. , � . - - - - �L. ___ .�•_-� __—, a ' �' --._. _____ �: .� — -�------- 1 ' - � _ ------�--- l ° „ I t �� ' � ; r. { �-- --- - — '' � I � ' � ' s. : _ . • _— � j Tr.�-r �i li I I � � � % � � I . • `'� —+ �— __��x — �_��.._--- t � i � � i �, . . __,.�__. .' ��' , _� • � _ _ � . � _ _. T ....�_. .._. , --- f �. . �'- +-1 - . . . . . . . . , ! : sheet number = � , , ; _ ., ; _ � . , , . . _ �- - - -- -- - - -- - - - - - - - - - - - - --+ - , ' }� - ,: :,� .�,� :J � l . . - --; .. C �� `�"'' � r°� :.. ? � � l�-�T � � = � Y� T � C7 ;� � � o - > � -- ---- --- �,,3*� . c tr _ " ' . , y4 . . , , _ �-, . _" � � ' . . . ' _ ` ; /� D jz � ✓ E R`pz8o s4 G � R � CR�� R�� : zi. 00 ' � , , z 45 ' 4�, " i N � 9 � i � 'oo „ G � _ - , - ,. . - � .,� i; , L ^ Z ' � � IMPRnVEME*IT LOCATION CERTIFICATE I i� r� �� , � R� Ap � Z , hereby certify that this improvement location certificate � A was prepared for the Lodge Properties , Inc . ,hanaumaricaT�r!� Co. BUnifeaBmkofDenvwNotlonoi , I � 1 Acsn. , THAT IT IS NOT A LA*ID SURVEY PLAT OR IMPROVEME:VT SL' R�'EY PLAT , � � �(f/1� �� � and t'� at it is not to be relied upon for the esta lishment of ence , b P{ ' NT Co,�poi►'��'� 1 � - _ _ bu : ldir. g , or other future improvement lines . 00 /� A,� TM� _ _ - � fur *_ '� zr certify that the improvements on the abo�•e cescribed ��l ; � O D G � / ' P � - ! _ - parcel on this date December 10 , 1980 , except utility connections , ._ �he �, -` ' i are entirely wit '� in the boundaries of the parcel , except as shown , '' N � q °� ' G� E � �i, that *_ here are no encroachments upon the described oremises by , � zq. �5 0 . 1 _ _ - - � � 65 - , imorovements on any adjoining premeises , except a� indicated , and � l '` � p'i�o' = _ - � `; �O ' `�. that there is ne APPARENT evidence or sign of �►}�� e�Seiqq�nt crossing �� Ni9ozq 35E N o,� ;� r�' �1.'� S /� 3 � _ � � ,V � �°29 � 4Q E or burdening any part of said parcel , except as pQted . . a /6 , l / . � g. 9� � . b" N � 1 � - -� q : � �' " �� � . v79 °z94�5� ,v �o' 30 � � " � ` __�, �_ P. �» ,f2p r �9 .l�� ��sz-�'.-c�, � .�- � J pG „ w �', � Date David L . 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'� Z f � � � 2 lm � " O {� � �� � Q � � , �/ � ` I� k C s z , p °� y �' ;'" s., . � �� � `� n� ev ° v <' � `,� �'�. ec . • ; c 9 00 ' y 1 i Cl ., � c � `� / p , J. � LODGE SOl/ TH CONDOM/N/ UN! � ' � Z ' '^ � I � � � , : �'. � 6; :; Z ; av ° vz � `, , � l� Ob/ i . ro ` Jco I � � V 34 ° 0? 53� ' -�� . a �) j � S 0 ,,�\ �`/B7°Yt 'E� � �. '�� ' 28. 25 ' � �. x . k �p �" � a I ", rou � e _ e � ei ven : c , iar and � � > " � %�� � 0 h �'� PeEesrnon inqress and eq � ess � �� ' � (� � �i-- — Z /o7. 58 � ecsemen! ?. ...� _� — — - - - - - — — — — — — — — --- -- — -- - - — - - - — - - - - — - - — — — — ° — — a . � — - I� — � �— — — -- — — — — - — -- — — — — — - -- — / M . ; J� V 1 N IO° 5207� W .. � ,� 4 �O� (��i �� f r Eas�Me .�+ � :iec.��� r �� Lod'1e,� iS . 00� - Eosement T es Tc �r w ii!6 B`r' yiSDE Y1. SS � �1 �% 89° S'/ SG ._ /BcSG �'1 7 Cit • c5 Znc . �jooK � ZZ ^'a9c `� �o9Q , pooK <" •. 9 ° .3 �� i�e /S ZZL' � .oY.2 � � « « r � - �� • � � � . . - - cf_Sec 9 - - �S. W Co � L. o � a , �3�o � k 5 - c S89 °¢ ¢ "00 " ¢ �O. G ,3 . '' - 8 ' 4 NB9 = 44E i63. 45 _ /� / 2032' � .S � � /! C of � eY 4 - . .�', 5 � ��,� �'1 589° 44' `N �/a � / V�//a y e Pq.-k �'„ y �z_> . .� r Johnson, Kunkel & Associates, inc . � SULVO �(OY � s yote � LANDSURVEVING � CIVILEV:: iNEER �NO � MAPPING P.O. 3cK q0`: . . . . _ � + . • i�ee ! 1 ) All improvement locations are based on the location of the '- ����� `= �� �•�- � 3 � � ` � +�'i 3 'a-�s6a SN Corner of the vWl / 4 of the tVWl /4 of Section 8 , Township 5 South , � -,,.; .; } . -.- .;, �. - -, , ; , .. � � Range 8 � `�7est of the 6th P . M . and the NW Corner of said Section 8 " � " '� ' ' � ' "� ' " � ' ~� ` ' " '�' as found in place . Du2 to ambiguities in the . Final Plat of Vail Villaqe , First Filing , we have resorted to the above reference for primary control . 2 ) For other easements , exceptions , leases , or encwnbrances � JRY �� �_ _ �ES. see the Title Insurance Policy as provided by Transamerica Title c„ � � � aev. / �/ '8/ oF f--- - Insurance Company dated November 24 , 19B0 . onre /,Z AEV. S/,2/ B3 -�a �o � /2/z/ 8¢ �/gs/o93 �`rZ�, ; ` r'J` �� _ ) � P c_ � - ' /' �, ,, .i � �f� - ' - -- -r' _- - - l � --��-• I T ° . Cl (3' � i !'- G �' f + J � (P `1- � I +- i �a��= GOr}$1. � '. o r'df�T�}t ExIST� I`ib ) � -'r � � a�r=- I �/q �' ,. �l1 c+,n . sTF�� �coF O �" � �G►�-1tYu+ o.' EF- & �� X ICo 6+A. GE� � ��' � :.� S�D Wh?'nFS • -- � ' � �� � -� P � ' , 1T �� �/���i.. �/�'� t7�1.- - � !�� �T�('7 . Na`� '— "� � � � ! 1 : :caH��+^'��, oF .. � rth'tarr �r �sT1 r+G� , / ; �- - -- - - - - �`�; . I � j ^ 'i , , � O / i � � txTF1''iof`� Fittl51-1 ( To ^IA��F't P�c �STll'46 ) �r Robert L. Arnold Associates ; a�r- �i�s N � srrr�M� rtv � .q. �x !� � . j • ; Architects , P.C. I � GEc Y; ,.D itiAl.l. � �i �� a' • G • � � � � `ve. ca�m�e�ssr � � (JOJ) 06 � n�� � �� FiCberl L Arnold AIA I � , , Daryl V H2rrg AIA I �;.�r.Toa� � �. �. ' % � J T' � � `�' � / � S M�cnael R. Houx AIA � - � E:. ; �2 !on /jpi �- � HIL � ICI ' J. � / V Y♦ . _ _ ,.y .� . . . . _ / , f � ; r I � \ � l^ , �' r�t`� °s ��� �9\ �I � i , � - ,r h., I �i � d+ � � - } � ' � ' � � �` a - � �� , !j� .�� �� �� , ' I � ,� � �� , � '� �i ' � �� li II � J _ _ ' ' . . '�,"- _ � ' F^Pi � � $�� �' + /� ` _ - , � ' [7 • •�j •'� (] � �� � : • C. I �� _-+ _ • IJ ' � r� / U � � � ` M F�il"r ,n� l .. �^i"f;i � �. 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Arnold Associates , ;I, l 4a , r ' l�� � = 11 Architects P.C. . 1 , ' :.. , � III� -,1 ; . ..o er,ayr s�.eei � '�� . ��� i.: ,a baoo�MS7 - ��OJ!� -:✓ �."_ , . �( . �V � ,i � .7`� , _ - - � v � H -- - - - �� ' t r, • � � ��.� � ArMW AIA . a� ,�W:. � L � f` Oaryl Y Ha�r�s qV� . . - �� �� 'I � � :l � . � o� � M�chael R Moux NA . ;;�.' . I x � r_ — � ." , 4 x °j/� x :� * tx lu �t � I Fti-t=V hTOr� SI .�... h h C^, l. _' ' =0 f _ -r i ( �r�ppE b i ° ) t> ' _ � , G . r �— _ . _ . . _ b � . � . ��. , r9 i� � � . C"! . . � , _ .t �Q � I � � �t�� , _ . \. _ — ..;� ., � _ ' _ _ ' . �— ._ _"__ ' . ' _ _ - r�_.- .. _ �``+ . �{ ----K-�-.,.—rT. � ,' , �1\ � `� u� "� �� FroM � � � ` ' 9.�� �, \ / / �f C ' ,, , .� , � � � 1 , - - , �` . '� � 6x -+ � '�'� y �__._. . � - ----z i i - '`',� , ^e .� ,�Q i � , F -fi 4° � �• +t ' s- . ., _" � � i a= _ d� I � � � :�i . _ 2 -- � � , � N � - ' � '-' , _ ���.� � r . 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ExC�.YAr� .=cR� N� Fu!.� rW�t xvf.Y f�G!�FZ- *NB P+'PES NR� _ 4N �, � 35•�' �%34 '- i0.] � , 4 il � I � �`y�1�/,e � ' � �3,�r�- EXaST/N5 FGY�r/N5 , � rN �e . ?��� �� �rac *� �acr�es �c. � 3 ¢'�x � Ga. CEf STi� k�cc1 �- , . � � )' � � !� ,v � ' 3�V \roca . �� °f "r. �- rEQiOQ "'� Q� �h . 'ti •�- � vv � I � Ii r � G, � G EX� i'� � ` I I � ^ CONSTRUCTIa+ SEQIEM.'E FOR ELEVRiOR PIT FOIMDATIUNS � 2 � : , 5� ° c�. ExP � �,e�,� -crw� s��rN }6 ' � i � � m �R;� ECE1/�1T/ON Of 6'�A6E ENl,�Y . �a�a e o���a-r��a r-P � �, y . � �< <.,�� +� exx5t�ry �� -a sa. r�ss�. � � � � k�K"rO�u � 'C-O �s FA �� 'VEC Td !�EE �-� i � � � � � m 2 . Farm and pa;r Footi.�g A. Provide bars prn�ectinQ out of U�e south end �resE facp3 qt tl�is foatu' g as sdwMn. F i � 9 � , E ' � V V hCTE � �`�E�/ ELE ✓AT� Sr.PUGTU,F'c /$ hd.r �5�./O:.%N. 3 . 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CEE rSTGYJS Cjx:"` = /. /ZG .ru. f � ` � :" #-�+< sECr N � � o sECrioN � i o sECrr�v 4 2 = i o � ; . v aM"' = 0. 3�� .� = , C14,oVTEt�� ropeearro.�, r,�.acK < :�re��.Q �ck �s ' ;�, z � ��4'� ' ` � _ - ��� 3,, .� : - . . . Q-i�/l} °�x J/f C�. T.Qi4CK �r M� = /. 4 MN. � f . :ri" - b r .<a�` '' x, asd Av. ,st o. 3r1 �uu �, Ps�wrSa. � , �. � ,- , r rop oF srF�c Ec�u. - •3zso r.4uGEd3 �W�EO 7hF.(S = CK_<Y.j °i�: �� � : r . - � 3. TOpG1FrL'r4SOIV,('Y ELEVs1Ti�N= /52�0. . $ .��� �• s • � -- - - � _.. - . . . . - � . � _ . . - . . _ . �.� . . . �,,=e? �ffi � � 5 ' 1 . _ . . _. . . .._ ..... ._._ . . ..�+. � _.��.-e--o +�r-.�.� _ _ __.. . .. _..�: — � . ._ .. . . _ TFia^;_. . . -, �-!A' � _ . - . . . . . q: - ����- . � � � STRp(.ZVR2,4 GENF2t?�1. NQTE� ' : t , ; � �,a��.a ; . � *` r ' S'Lk(1C1Vtt�L EREICTI(xl AMl B�RH� C� I�t IRbPiFN15: � � • ' ` `� � � � < , � � � DFSIGN LI [,QADS' � �'i structura cTraw��Ilust[ate t e conpleted structure with � RooPs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 80 qst . s �i; � � �� all elements tn their final positions , pcoQerly sup(aorted and braced . Ploo[9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� * . . . . . � � ,� ; �= �y r;; The Contractor , in the proper sequence, shall provide pcoper shoring Public Spaces . . . . . . . . . . . . :. . . . . . . ,• . . . . . . , 100 psf �; " ' �'� � ' -5 � and bracing as may be required during construction to achieve the � Blevator Dqui�nt and Stocage itoo�. . . . . . . " 225 ps! ' ` ��' � ' final ccmq�leted structure . Temporacy bracing shall 'temain in place Wind Velocity (exposure C) (1982 Uf1C) . . :: . .. . : 80 v� '=p ; � ' �� until all floocs, walls , roofs and any other suppocting elements are � ' � : z� �` ` in place . � —FO—U-N—DaT-�ION DESIGN - �PCIOTI[�C'3: > . : '` � `� -� �[ .-� � � � � � ' {/r319n O��OOtl[nj3 ls WSt.�1 Qll a QKU� ��947�,�e b£�IS;19 ��S' ` r�€ �a�T� �.a � '�ra �. - sure ot 300Q p�t `on the rtdkwilal undistu�� sol�, �ot13 gngineer atia�2 � F ,� j � � � veiify soil co�ditions and Eypes ducing esc�V�io�l. � ;; ;� ' ?� {�` r �, REINFORCFA QONGRETE : �'k � � � D�s�'gn�s a�`sed on • 9uildinq Code ttg�ireaa�nts foc Reinfocr�d ; � . � Gbncrete• ( ACI 318-83 } , Concrete work aha�� �tfQF�� t4 �S�CSflCdtlbq9 �tk�� " �' �' `�v �� � fo[ Structural Conerete for Buildirx�s (�� 34j,-?T, c@visrd 198�) . ��i �, � � Structural concrete shall have a minim,uo 2$-ddX � c9}np�£�9#,VA St� t� , �,��� ��� ��� G =� of 4004 psi . petailing , fabrlcatiast, atid Ids'�m�n�. o� [e�n�0� _� � �� :; � , ��„�,� - .z; steei shall be in accordarice vitb the Manual o Stand��d �ra�l3C��- fo � � �` � g = �Det_�aili�r 8einforced ConcrQke Str�t e ���, e rcI'� pop�,! � � � � s� � - rb—a s shall ocm o A5 . A 83'i �11 � .�c�_ �6. At s�.�ic�� � - �Oa�ri . �, ` Y h �,:: . lap bars 36 diameters . Except as . noted .:,on Efi�- dtavfi.�q�, cv�igie � A � ' .��� -_ ,,� protection for teinfoccerrent shall ba �il acvprdat"icA �d[t� B�� 318-�$3. t3v � ,s a . _ Provida shear keys at all oonstruction ��nta �d Blsewh�te a� �?; S,hQWn ; ,t � � �° � .. on cne acawiny� . lype II ce�enc st�1i be usea; �o� �li concrete ia , catitact with on-site soils . P�imanenL co[cu9aE�' S�,�l fo[p�s fAt y • ,� �. ' ,�, r�; �� �� f:, cmctete tlooc slab, sha11 be m�nufactured and 2ceGt� accocding> W the Specifications and Cbde of Standatd ptactit� `4� tlie Steel Deck; ;� � ���-� ' t � � . . . ,.� ,� r . �; Institute . ! � .: � $�� ` . � �':Y SIRQCZV1iAL S'fEEL: , ' �` ° tc ' � '• ructur steel shall ke cletailed, febcicated, ana eCected in . � ' accordaance with 11I9C Specificdtlons. 197�, �.CodA ot Sta[�ddCS3 PcdC- ' ' � ' „ ' :,; �` ' '' nc �y rtce, 1976 . s�ruccural steal coliQd shapeg, ineluding plates arid �` � � � '- angles shall confor�a to A5tl4 A36.. �ia st�age� �r�11 �tfo[n to .�S�'1 � ' �' ' '��`��°�e� ``� A500 Grade B, 46 ksi yield. Pip� sAapes stiall coAfoi�l ta 1�1� AS3 . ` '� � ��"�' '� Grade e . Mac2�ine bolts shall con#ocn tG Jl,S'Pl� a325, installed it! ac- r ' ` ° ;' � , ,, . cordance Mith �ISC •Specificatio[t f(�ir Structura2 ,ioints Osinq l�S"�M � f ; : �r�� � " � A325 or A490 Uolts' , 1978 . AneQot bolt� sha�l Cqd�r�i to I�STM l,36 . " , ° � � `' Bolt diar�eter s6ali be 3/4' . [�tel�i�g sLa11 6� , 4yy a ceetifled : • .,; �` � welder in aecot8ance with AISC and AWS specific3ti�s'►nd tecc�+�nda '` � �` tian� usiny s?0-xx electrodea . acpansign bolts s f�1� i�a •�Sf-86�,T� . # ` � � •RE� HEAD' , or appcoved wedge type. inst�lled �ict: a�COtdanG� witb the � � manufacturer 's teguirementa . Heas� a�cliGi �t,}ida �H. A.B. ) s�a12 _ tie :~ � '' �' attached co struccural steel witt+ equfgu�t� a�ppcvv�! by tC� stud = "�:y _ y � �, manufacturec aceo[dfng to the stud manu�dcture! s c�CamiefidaEi� . � ';_ ac • � � . _ ��� . . - - : � . - •,`.. , -: ?� r ��',, Q�JIIPt , • _• _ ; .. a � Grout beneath coluan base and beam bearin9 plate� shall be non- �' ' 4� �� shcink , 'F�ibeco• , 'Five-Star • or �.aqual , witA b u�f.mu� 28=day coaQ[� ,� ,; �,� ;� sive strength oE 8000 psi . � _ _ _ __ _ . _ .. - - - - - - --,---.�-�<.-,.--�� _� _ �� _ _ _>_ _ : - _�. ` : -� S'rEEG A0o8 DHCIC : Steel [oof deck shall be tbe �a. 9aga � �typit - - 4 = ^ � r � i icate� on the drawiriga . Deck sha1� 1� �nuf8cku[td �nd eiectQd - , � , according to �ecificatio�s and Code of 5t�datd P�actice oi .ths Ste41 . - .� �' ` �-�� , Deck Institute . Deck sha�l be atta�hed to suppo[t�pg D�ertbers as sGoii�t Ot! the d[dwlAg9 . - . � . . ,. . � '� - - � 3���, - , . l - . _ . - . . -' , ,. + �' `�"� . d � � StRt�C'tvRAL sTEFa. 57[JDS : Stud9 16 �uye and heavier s�lall Cbnfoc�a to `' '� ,� AS`TM�i�, 36�1 yieTd. Stud suDcon[[detOC sRall proXid@ Midging � "' � : � �� arid blockin9 as required for gtabflity dnd stiffnesa ot t2�a f3,h,i� wall � assembly . Stud and joist flanges s�ai� nqt be cvti oi burned foc ciny � " .��� �. c � � reaso� without specific approval of tfle structurdl en9ineeE . S'1RUC7VRAL MA.90rIItY � � � ' 'i • FIOII�wTd��6earing conccete masonry shail be 1SghE�rei9ht units '� conforming to �,STr1 C90-74. Grdde N, miniaw� u1Lim8tq Cougres.sive � � `.������ strength = 2000 psi . Mo�tar shall 6e Type s caisiscing ai a �ixtut$ Qf � - � � : po�tland cement , hydcated li�ro ar�d aggte9ate and cgDformi.nq td AS7l1 i �rz ° " ' �'" = .�� ;� C270 . Masonry cement shall not lie used. AdmixtuceS: &�a21 Aok 1� ddded � "" * ' � � r' - fo[ any reason wiess appcoved by tAe Acchitect . Nlit�imiui �AO[tat cut�e '' ^ ; � mi a .� str�gth = 1800 psi . �x�ept°. ffl[ lin�els, bond t2edni u[►ita shali be � "4 �`� + `='� produced fron standacd ve�tically v�oided units 5+ith pre-cut ktiock-out ' � u��, cross wall� . Grout �sed in ina�on� _walls ar� b7.ock ce119 Sh�ll be '<�°�� - coarse g[out , as defineslb� ASiTt G76 , with a minimun cv�e �tc�t� _ � ' p . � 2000 psi placQd bY vibra�ing oc puddling. Providp full sh0yed mr�cta� ' � :: � , � ,' i n a i l h e a d a n d b e d j o i n�s . N i n i n w a cq�re�s i v e s t[eng t h o� . a i 1 �,,.� s wa - masonry wall prisn as&emblies, S�All be t ? ZQQ(�° �ei, besed ori i�et � �. ., "a ,� bedded area . Use continuou3 h6�izzaaital j$f,nt iei#+fcticting i» - s�ll� t � ��Y� ma�onry walis . ReinfoCCing shall t�e weJ,de� ty�?Q iri}� p 9age aids-`ni[� ; :, ,q ��. ; € �, and 9 gage ladder cct�ss wire' . r►aYim�n vercic�i �acsng ot_ �of�. � reinforcing stw1l be 16• . ReinEorcing baYs sAall eqaE9c1� �f! a�'it� A41S� ' � �' Grade 60, except ties oc fisld-L�ent. bac�, whir.h shdll � Gcids 40; , . , ;, � ears to be welded s3�a2I confornr �o ASCN A]Q6 ... 2,t spli � 1�� Ckits 4&� �: " � � diametecs or as shorm on tAe drawinq�r. At cocC�i! � inE��cs�siipns, � � � { • make hociiontal bac� continuous Gt _ pcovida m�tcH�;f�! Dbt�. - � Around openings in walls, pcovide kwo #� to e�ctend 3 min 4t 2 �� ' ' F 9 " .�.� beyoa�d edge of op�fing . ,, ,�� � , ' LO�SB LI[�TEIS: � s:. }, s .; ; a _ a� � =;: �Tss noted other+ise, provid� loose iintels as fo3lclws: (One ;� �; �� � angle for each 4" of wali thickness [o . bear 6• minSm,ua edch end) . -. Openings to � '-O, angle 3-1/2 x 3-If2 x 1/4fpp��ings 4 '-1 t� S�-4, _ ;w� � angle 5 x 3- 1/2 x 1/4 ; Openings 5 �-5 to 6"-6� anq19 6 x 3-1.j2 X 4l16. � ,� a : _ FIQA VQtIFICATION : � ` ' I `� �' ' ��'# � � r � � g`a Contr'actoi Fiall tAoroughly inspect and suivey exlsting structure r - � y� to verify conditia�s which affect the work shown on khe dravin9s . ` ` ,�. Contractor shall repo� t any variations or disccepaneies to the Ac- j % chitect before proceedi�g . � , F '� � " ; +� _ � � e� ' � ���� � � y : , �- 'y 3' � i � � � � r I 'g -- - �- t . 1;�� �0,�'c'QU!'i�rEO STG. �31� r j� x q. F/TTEG� 24 ��`��a '�" i �^ :f ': : � . . � _ ''�`~' _ N''aCh 3 �EE i�r '-,T � GECK �SEE L�QN� ST/FFENE,p G r . � � � � ����� � ,C'sGF'EPS ?O TOP I� !GR'c'�J�A:ED STEEL A?�AC,'�/ � " !Fc ?f1FT��? � � Ki , +-� ,,, r'" :� �� OF 4"CEE S.TU.D l:EGK (SE� oGA•v� To ?'OG OF 4 " �'EE � � � � .� � x ,�„ /iG � � � r � ' h�AGG %✓/L3� x3/� STlJOh;4LGh/ L3 �1 = � / �Y i52 •95� - , � date�� x4 = o - � �� , , , ; �- � ����� �� � 3� '� 4 � p _ � _� � , 4�i �] ,.� F i 2 \ I /�3 = �4 \' ' � 3 "CEE ,I�AFTEiP Ed'�ST/N6 W/'L �:�e�P°` .;� fi5Z =0 �P�VI��y ��, - :,,� FT:!'Axr �� 3 � � � v� 2 / � ' ' , � j %59 '� � L3�L ■3�ix ¢ R0= 4 � � ;1 � ` �� .� ; � / LAtit"s C/J�S.� F.3.� r -��°'�'. ��s �' / � a� �'p '� � � / 2��) / Z" . 3 w.r1 �y a I t'� �Z � i'#F!!'{ F / 3Y I ¢Y _ � 1✓d '#$ / t�4 �� z.:, �, 8" CEf_ �.4FTE�P� ¢� �EE SrUD h/�GL �F, " 'F � ' °� =` � ' �yh c ��a�H� Ex�ST. �2 � �! , B"CGC .PAFrE..t' �,� ; sE� sECr, 3 � - i � ` �"���� ' . 4 CEE STUJ H/s�GC B�yE�r�K7 - S'AGGE�C' ' � ��• �`•`` � '°a; w/ E " GYvaoQ�a �r�� t_ � ., . ,:- . �SNEArs1iNG BorH �( 1�� �� ' .� - ` -. S/�8 G '� � .�_ "� . �� � y . �' F �.� . c5 4 �,ld �3 * � �- � . � ` � x ` � sECl/ON � 2 "�'o sECr� � � ��- � � � `� orv 8 � 'i o sECrioiv � � -i�Q � _ * : �� i r _ y'�4 J • Y� � t3 cocArnro�.s � . �' ' _� � �� � � `' - -- �� ����� � ,�� ,�� � 4 3.; �, -� . - ' � ;.� . - �, � . . . e. . . . .. . ,� . . - �� � ,..„:; _ �U�-- �� i � �`� c�. INTEP,- DEPARTMENTAL REVIEW PROJECT : �,p('�p,� � �,'� g� � ���� DA7E SUBMITTED : �J � �� � � DATE OF PUBLIC HEARING COMMENTS NEEDED BY : �, ���� BRIEF DESCRIPTION OF THE PROPO �Q L : I�lUP�2_ �v,�n � �-'C PUBLIC WORKS Reviewed by : Date Comments : .._ � 4' FIRE DEPART E T Revi ewed by : �� G�—� Date �"z � �� Gomments : ����,�..� '�--.-_.____.- � �r��l�x:�--�r1 sjs� ir<,—�.� � 2. S�✓�C,jAJ,fJET_" J-y�j'� O!1 c�3'�— �i'l/5,:�.-x-t�GL�.� � j/ / POLICE DEPARTMENT Reviewed by : Date Commentsr RECREATION DEPARTMENT Reviewed by : Date Comments :