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HomeMy WebLinkAboutLIA ZNEIMER LOT 7.pdf . . . . . . , � . , � - . u� '-- �." ,..- .1i.1 . .> _" .. . ... .. ... . - I]" � . .. ' � . . . ._ • ' .. .. � � ` ' I . � �. - ' t . , ' ' . \ " . �; .. . . ' _ ' ' F I. . r r � �� � � . . . �� ������ � .. � � n t v � P 4 ft n � t � Y �������� �O� � � I � � ���� �� ����� � r.4. 84X 5 2 f� VAft, C4t4�iA04 b165a �������� • ��� � � ����� � I � �� � ��� � ��� • •! • 970. 827. 9650 ������1 � � �� GR4USC Cii[CK C[�it!{ . � ��i � G� ior��do �;n=��. �4�4� . � • �i1�fi� ���r1.li� � ��G� I�T"�GT: �L.� ��Gt�l�"�GT'�o Ir��. - . #�:: . . ,� _. S T A M P: ��V �� �� � ��� . • � �'.o. ��x � 2 1 1 � ' : � _ t �"� � I� �������� r i * , t .�. � s � � �� s 5T�!lGT���� ���t � . �������� 1 �� � �G. , I� 4TC5 : � - ���7� ����: - � � �.�. ��?C � � —T 2 � � . �.� . , _ �1� � �, �c�lor'��o ; � Rsvi �ion � : Date ', . � .�. � � �� � .— � �� _ _ ; ^ . . � - _ � ,fi , Gon�uJYa�t: . �„ � ' , t ;�,,.. _ • ' C�nsu�tant Stamp. l����C T� �D���i�Gs �-O '�itle, Index 5- 1 �ounda�ion i'lan ' � Project : B���E�� �-0. 1 Ou�line 5pe�if��a��o� 5-2 �tain L.evel �raming �fan rawr� ot Vaif CnmmunfYy � CREE�C Ci��t�ET aeveio�ment LOt 7, '�c�Ct A " A��' $u ��h F�re Lia Zneimer Subdivision ; �-0,2 �lindoc� � Doo� 5�hed�le 5-3 upper �eYel �ioor �rarning -�-� � - v���, c000ra�o ��orcvEd [� _ �- Q �- 1 5ite � Grading �"'I�n 5-4 �oof �rami�g �'lan `'""';`� 'u` , R � � �� � ,., �, :, ;r... , i i � � Vatidaty c# Permit �-2 t�6ain �.eYel �loor i�lar� � 5-� �ouncJa�ion 5e��ions � 5��. 30� c�> >9 �.s.c. �`>: �,,::�;a��ce cr granting of a permit or a,�provat of.:pians and a�:=::�A:r:u,i�+is shafk n�r be construed to be a per�ft for, t>r ar��. . . ^'" ,-+�,v;ri,�oifl3�r o d�nance of the u�isdicationS����;a�tce of° ,�-3 Upper �eYel �loor �'lan 5-b �ounda�ion 5e�tions � � . :: �'"_�`�:�.� ��szd upcn plans, specifications and oth�r data shai: � =:�v��e�t th� buijdin� official from thersafEer requiring th� �'°��wtion of Errors in said pians, speci#�catior�s and athe+ �-� �ower �evel ��oor �lar� 5-'? �ounda�ion 5ections / De�ails �:;�.�� � ;«��� � �-� t�orth � Sou�� �oeVa�ions 5-� 5tru�tural �to�es �' . � �-6 �as� � �tes� �leVation5 , � h 8 e ` s ` t ' e : �'��rr� o�Vai9 1'i T L E '��- 1 Main LeYel �le��rical �a out �� �_ �. . � y , 5����l1L�S � � oed�n 5ec�ions �� �� ��� 9 � � �� _ � � ' k �-2 Upper LeYel �fectrical �a�o�� �-P� Building Sec�ions . o a � � : �,, � :�- , �-3 Lower LeVel �lec�ricai Layout . _ - s � � z � : �- �i �r�hitectura! �e�aEls Drawn By : Sheet Number : � � � . � _ �t , �' � . . _ 4�j . ' � --____.._. ._ .. ..Yw9Y . . . . , . - ' . . ' , � }�, . . . . . . . . . . . � ' , ' � .. . . ' . , , . _ . . . _ ' . . . . . . -�\. � DIVIS{ON 1: GENERAL. REQUIREMENTS L71YI5{ON 4: MA50NRY - DtV15tON 8: DOORS+E WINDOW5 �71YI510N 12: FURNISHINGS . g � �� /������s O 1000 6eneral Gonditions o 4 4 0� stone O S 2 00 Interior poors 1 �5 00 Window treatments + �+ c 4 s r � x � � � � � As per the OwnerS reque5t the Architect ha5 produced a "builder5" Exterior 5tone veneer to be Dry Stack Mo55 Rock. 5tone to return A�II interior door5 to be 1 3!4"X 'T'-O"(see Door 5�hedule), solid Window treatments and installation to be by the Owner. _ set of Grawing5 and 5pecification5. The Architect holds no liability to Door and Window Heads � .lambs. Flagstone cap to be 5loped for core, with panel de5ign approved by Owner. Provide manufa�turer'S - for chan es made b the Owner durin con5truction, and 5hai1 not be drainage a5 reQuired. uarantee a ainst war a e(min. 2 ears�. 9 y 9 9 9 p 9 y DfViSION 15: MEGHANtGAL re5pon5ible for the approval of any changes made by the Owner. The ,�� $� 5 2�� Architect ShaN not have �ontrol or charge of and Shall not be OS 3 60 Overhead Doors y�;�. ������;�g r.e5pon5ib�e for con5truction mean5,methoda,te�hnic�,ue5, � � 15050 Me�hani�ai t Piumbing-Rough a��s a 5ec�uences or pro�edu�es, or for 5afety precaution5 and programs DIYISiDN 5: META�.S _ Garage doors to be flu5h, wood grain,5tained. x � m �onnection with the pro jec� 5ubcontractor to provide all materiai, labor and incidentais to � . Ail work shall comply with the Uniform BuflGing Gode(1 9 9 1) or 05 � o0 5tructural Metat �raming 08600 Exterior poorS�Miindow5 in5tali the �ompiete plumbing System whether specifically 5tated or not to make the rec�uired mechanical syatems�omplete and 9�a.�Z����s;� �urrent adopted code and with ail iocal codes and Ordinan�e5. Ali exterior Qoors � window5(unles5 otherwise noted) 5haii be a5 operational. ��,ryx � � see stru�tural pian5, notes and detail5 for ail stru�tural 5teel per the Window � Door 5�hedule. Window �Door 5�hedule provided Verif all dimension5 rior to 5tartin �onstruction. An requfrements. � for a oximate Size and ro ortion5 onl �ach window n��' ��'$� y p 9 y " pf�" p p � All work 5ha!! be executed and inspected in accordance with the discrepancies in the Qrawing5 ShaN be addres5ed by the Architect. Manufacturer bidding on the pro ject to u5e 5tandard 5ize5 when Uniform Plumbing Gode,public utiiities,ytate and lo�al code5 and pos5ible. Window5 to be fa�tory giazed with manufa�ture'S standard regulation5 applicable to the traQeS affected. 5uch code5,where � UnIe55 noted otherwi5e,pian dimen5ions are from fac,e of Stud DiV1510N 6: _GARPENTRY. WOOD �PL�5TIG5 low E double glazing. Window5 5hall conform to high altitude appiicabie,Shall take precedence o�rer these plans and StanQardS and shall be So �.ertifieQ. 5pecif i�atjon5. $����' ��j�,j�j� Gontractor to verify all 5ervi�e locationa with local rnunicipality. , Ob 100 Rough Garpentry GuStom Window groupa are detailed in the Window TypeS, R-0.2. 5ub�ontra�tor sl�ail consul�.withiocal utility �ompanies and • agen�IeS and shaU extend QomeSti�water and 5anitary sewer. �s��P_ See Stru�tural plan5, note5 and detail5 for framin g materia� Window and Fren�,h Door Gtadding to be a custom�.olor:Maroon Serv��e shaN be instailed in�trict accordan�e with rute5 and � DlV I S I O N 2: 5 i'1'E WO R K reauirement5. G o l o r t o b e v e r i f i e d w i t h t h e O w n e r a n d A r c h i t e�t. regu la t ion5 o f t he5e ioca 1 companie5 an d agenc ie5. In�lu de a l i fee5 for perrnits and connection5 related to this work in ba5e bid All exterior trim to be Rough 5awn Gedar #2 or better kiln dried All operabte window5 to inciude Screen and weather Stripping. 02100 Gradin$,Ex�.avation,Sar.kfiiling,Founclation DrainS vi5ually selected for appearance.(Vfy. material W/Gontractor)� j^iindow jnterior5 to be 5tained 5e�ure and pay for al1 permits,fee5,taxes,ficense5 and in5pection in �onnection with the mechani�al work. Tap fee5 to be paid by Owner. Verify atl contour and grading information Ar�hitect to be notified All exterior trim to be 5tained with solid-body 5tain,colors to be Griile5 as Shown on the �fevation5 are to be interior oniy and to be Upon completion of work,Gontra�tor to furni5h the Owner with a of 5ub5tantiat�hange5 in the propo5ed grading plan. approved by owner. remoVable. vfy.with archite�t(prior to ordering) the Size of the iertificate of inspection and fina! approva! of the {o�al in5pe�tion ; divi5ion5 for each unit. authority. Top of 1^lafl(TOW� and Sottom of Waii(S01N)elevation5 have been � �acia trim to be a5 per the Detail5. ~ ' . , determined with information taken from the Topographi�al 5urvey �ntry doors to be non-�lad Yerify type with awner. Guarantee atl material5 and warkmanship for a period of one(1)year • �and 5oi15 Report. Bottom of Wa�must be o Minimum Depth for 5off� to be 1 X 6 T � G. , y from time of final acceptance. Repair or replace,at no expen5e to � 4 T t S: �rost Goverage(48_�,A.rr.hitect to be notified if proposed Provide temper�ed gfa55 a5 req,uired by code. the Owner,all defect5 due to fault y material5 or workman5hi p. etevation doe5 not rneet thi5 requirement� Remove � store top 5oii De��C column5 to be L.ogS CYfy. with Owner size and Type). - ` F " ° a5 req,uired. ` OS'100 Hardware � � _ . Wood de�k5 to be 2 X 6 Redwood con5tru�tion common,vi5ually 1 5400 Piumbing -.�ixture5 � _ InStall foundation drain5 at perimeter of ail foundation wa115. Bed in 5elected for appearance. Decking to be sealed with Thompson'S All hardware to be as per Owners specification5. �--- wa5hed gravel and protect in5tallation from ba�kfiil with Mirafi WaterSeal as per manufa�turer5 spe�ifi�ations. Provide fioor dratn5 in the Laundry Room #306 � Mechanicai Room 1 40N fabri� laid loo5e,over�ru5hed rock. Pipe shall be laid with a . 0881 O GIaSS t blazing #209. positive alope throughout its entire length. 0620o Finiah Garpentry � Mirror g1as5 to be in5tailed at aii vanitie5, 30" wide at pedestal Provide five(5�ho�e bibs,flne�1)on ea�h 5ide of the hou5e and one Foundation drain5 to be 4"corrugated pla5tic perforated drainage lnterior trim to be er the OwnerS 5 ecifications. Io�ation5 anG the width of the ba5e �abinet at other fo�ation5. (1 ) in the Gara e�7 08. tubing. Use appropriate fitting5 at all joints. Terminate at 2'X 2'X p p g R �" ' " °" g : � 3'rot.ic pits. GioSet Sheiving: A11 closets to have two(2)parti�le board Super- 5hower door5 to be�{ear glaa5 with frame finished as per Owners Plurnber to Size hot water heater ba5ed on heating 5y5tem and Size � 5helf, Supported by 1 X ledger. GloSet to have 1 1/4" dia. wood pole 5pecifi�ation5. of the house. --- Sackfili foundation with excavated material.At 'slab on grade' with wood socket5. 5upport pole5 on 4'-O"center5. Ali wood to be location5 fiil material 5hall be pla�ed in 8"loose IiftS anQ ahall be painted. Provide tempered gIa55 a5 reauired by �ode. The plumbing fixtures to be per the Owners Specification5. a �dampened and thoroughly �ompa�teG at ea�h lift. Fill materiai at � — den5 t'o�ations 5half be �ompacted to 90�,Standard pro�tor Interior railings at Stair to be in5talled on the perimeter waiis of the 15500 � Yentilating ,/� y stair aa per�ode. Hardware to be heavy gauge and approved by D4VI540N 9: �{Nt5FiE5 � _ 1._1 _ Owner. Provlde Kutone QT-80 exhau5t fan5 in all bath/powder 4ocation5. 5ee 5tructura4 plar+ notes for further backfiA requsrement5. , 02 9 00 Land� i 0641 D Gabinets o 9 2 50 Gypsum Board Provide ventilation at kitchen as r uired b �ode. � — �n9 � � All base and wall �abinet5 to be per the OwnerS 5pecifi�ation. Ali Qrywail to be 5/8" thiGk. USe 5/8"Type "x" on aN walf5 and Provide h dronic heatin in alab(snow meJt)at the ara e door and �and�aping to be per site plan. ceiling5 of garage. +� 9 - 9 9 � � 06420 Gountertops entry wafk - a55ume 400 �uare feet far bidding purposes - exact . Ail disturbed areas of the 5ite are to be re-vegitated with mix of All bathroom waUa with the exception of tho5e receiving tile,shall be lo�ation to be determined. native gras5e5 and wildflower5. All counterto 5 to be er the Owners 5 e�ification5. moisture re5i5tant drywali. � . p p p Provicte �ydronic heating in the garage�lab on a 5eparate zone. zone �Qn���=a�*= ° Ali piant material5 to be ba�kfilled with one part peat-mo55 to two � All Walls receivin tile shall be "WonQer-Board" or e ual. Shouid be able to maantain 50 degree5 in5ide temperature.Vfy. thi5 � part5 topsoil or a5 per the 5ubcontractor5 recommendation5 to R!I �ountertop5 to have ba�k-5pla5h of Same materiaf unle55 9 a type of garage heat with tl�e owner. en5ure plant materials wili live. otherwise noted Ail outSiQe corner5 to receive Bead X radiu5 corner bead , AU de�iduous tree5 to be Staked with two steel "T" Stakes anQ guyeQ � DIYISION 16: �L�GTRiGAL � with #12 gage wire and nylon 5trap�. DIVISiON '1: THERMAL ANt�MOISTURE PROTEGTIO�i Drywall texture to be two-5tep,hand applied CplaSter look ). Subcon�ractor to provide 4'X 4'Sample for OwnerS approva! of texture. Consuttant Stamp: GruShed or river rock(1 1/2"minus) tQ be installeQ at drip line. O T O 1 O Roofing � 6050 EleGtriGal- Rough Garage to re�e�ve ful4 one-5tep finl5h. 5ub�,ontractor to Provide.all materiai,labor and incidental5 to Roof to be cedar 5hake5. 5hake5 to be in a atriated pattern at the in5tail the complete electri�al 5y5tem whether 5pe�ifi�ally 5tated or D1VI5fON 3: GONGRETE �urved eve. 5ee�r�hitecturai Details. 09 300 Tife - not to make the req,uired ele�tri�al sy5tem5 compiete and Provide soffit venting as reauired by �ode. Tile to be per the Owne�^5 spe�ifi�ation5. operatior�al. . 03300 GaSt-in-place Gor�rete f�ounQation) Under-layment to be 30#felt over the field. Bituthene Ice and Water O9 550 Wood floortng � Ali work shall be executed and inspected in accordance with the 5ee 5tru�tural plan5, note5 and detail5 for aH structural con�rete 5hield to be in5talted at ridges and vaileys per code. Roofing Nationai Ele�tri�al GoQe,publi� ut�iitiea,5tate and ioGal�ode5 and reauirement5. contractor to reccomend under{ayment ba5ed 5ite location and F+ardwood floor to be random length and width plank(5pecie5 to be regulations applicable to the trades affected. 5uch code5,where � weather expo5ure. determined by owner) Stained with three(3�coat5 oil ba5e applicable,5hall take preceden�e over �hese plan5 and P r o j e c t : - ol urethane. Golor to be 5ele�ted b Owner. SpeZifi�ation5. ����E�� Alt 8 foundation walls to have: O� 15 O Dam oof in p y y p � g Sub�ontractor.5hall consult with lo�al utilit �om anies and #5'S � 1 6"Yert. � �oriz. with o9 bao Garpet y p �REE�C CFIAL�T' (2) �5'S continious to � bottom �pply darnp-proofing to ail founQation beiow grade to within b" of agen�ie5 ar+d 5ha!! extend the req,u�red ele�trical servi�,e to the �pt 7 T�ct A � (unle5s noted otherwiye� final fini5h grade. • Garpet to be per the Owners 5pecif(cation5. re5idence. 5ervice 5hall be jn5talled in strict accordance with rule5 ���,SvbdNisEOt� anQ regulation5 of the5e fo�a1 companies and agencies. In�iude all - Poundation to be bearing on bedroc.k. Three foundation option5 O� 1 9 O Yapor Barriers O 9 9 00 Painting fee5 for permit5 and connection5 related to thi5 work in ba5e bid �a+� ��a+'ado � � - exist - depending on location of eedro�k. . Se�ure and pay for a!i permit5,fees,taxe5,licenses and in5pection in In5tal14 mil. polyethylene vapor barrier over all exterior wa115 anG All paint colors to be 5ele�ted and approved by owner. . �onne�tion with the ele�tri�al wor-k. Upon completion of work, Option A- �oundation Wall bearing on Bedrock with cei{ing5. Tape all jo�nt5 a5 reauireQ. #5'S X 2'-b"�24"- driven into 5/8" dia. All interior trim to be stained. furni5h the Owner with a certificate of in5pe��ion and final approval hole 6"into Bedrock. InstaU 6 mil. polyethylene vapor barrier below all 'S1ab on grade' of the lo�a� inspe�tion authority. . Io�atlona(ex�ept patio5). Tape all joint5 a5 req,uired. All interior drywaE! to be painted with latex interior flat enamel. Guarantee all materials and workman5hip for a period of one(1� year Option B- �oundation Wall to minimum BOW elevation from time of final acceptance. Repair or replace,at no expen5e to with pier5(as located on foundation plan) O�200 InSUlation �fl drywall in bathroom5 to be latex inter.ior Semigio55 enamel. the Owner,all defect5 due to faulty material5 or workmanship. extending to Bedro�k. PierS to have (3) - #5 bars full length of pier and Exterior wall5 to be R- 1 9. Exterior trim to be Stained with solid body 5tain. : ; extending 24 into 8 foundation wail. 1 b500 Lighting and Other�ixtures _ I Roof insulation to be R-38. DiV1510N 1 O: SP�GIALITI�S Option G - Foundation Wall wall sitting on a �ontiniou5 PhoneS to be 3 pair wire home run5 from each box to mechanical 8"high by 16" wide Strip footing(sottom of AU interior walls to be insutated for sound room footing to be the BoW elevation on the plan) � � Footing to be bearing on bedrock with Provide 2"ridged insulation under all 'S1ab on grade'lo�ation5 for 10300 Fireplat,e5 Gable TY Iocation5 to be home run from ea�h box. #5�5 dUl15. X L 2'-6' / 6" � 4'-O" up into the Hydronic Heating 5y5tem(except garage). Living room firepla�e to be 4�", Master Bedroom unit to be 36". Recessed down li hts and wall wa5her can5 to be er the OwnerS the Foundation wall. If Bedrock i5 not g p s n e e t T i c i e : � I 1 1 /2" rid ed in5ulation ti ht to foundation at alf location5. Both to be Ga5 Pirepta�e5 anQ to hava bla�k trirn if it i5 an option 5 ecifi�ation5. encountered,footings to sit on pier5 a5 pp y 9 9 p 5pecified in Option B. over a bra55 trim. � . ��'��(�E � 5ill aealer to be continuou5 at all sills. Any �eiling and wall mounted decorative fixture5 to be 5upplied by S P�C t�f C�-r e�� Top of Wa11(TOW) and Bottom of Wall (SOW) elevation5 have been 10800 Toitet and 8ath Ac.�e�sorie5 the owner and instaUed by the 5ubcontra�tor. � determined with information taken from the Topographical 5urvey �•II crack5 1 /2"or wider in floor, winQow or door assemblie5 5hall � and 5oi15 Report. Bottom of WaU must be a Minimum Depth for receive foam 5ealant. Bathroom and misc. ac�e55orie5 to be per the OwnerS �o►u voltage lands�ape fixture5 to be supplieQ by the Owner and . spe�ifications. instaNed by the 5ubcontractor-verify Io�ation5 with Owner. .FroSt Goverage(48 ),r�.r�,hite�t to be notified if propo5ed . elevation does not meet thi5 requ�remen�. O'7 b�o Ptashin �shee�Metal Prov�de four(4), � - tube � g fluore5cent light5 with wrap around {en5 in � a t e : �j. ; �-- DtVt510N 1 1 : EG?UIPMENT garage,d(1� in the MechanicaLRoom. S c a { e : 03301 Interior Gon�,rete 51abs All flashing to be copper unle5s noted otherwise. Drawn By : Ma�r� �ntr� Door Ghime to be Nutone LB-14 built in chime. PB- 7 8L �irepface an�i mechanicai cap5 to be copper or Owner approved 1 1 450 ReSidential Equipment CAppiian�,es) � lighted push button with golQ bezel. s n e e c N u m b e r : All interior con�rete slab5 to be reinforced a5 per the Structural materiao. • p(ans and to have smooth trowel finish unless otherwise noted. p+ll appliances to be Sele�ted by the Owner. Atl deYtces to be �eviton De�ora or a5 approved by Owner. 7olerance to be 1/4" in 1 O'-O". 51ope garage 51ab as reauired. D�900 Joint 5ealer5 r � Interior slabs with Hydroni�Heating to have 2"ridged in5ulation and � All caulking materials sh�!� h� �ingle component primele55, non- 16 7�D �tarm E Dete�tion Systems `'���'�"" ""�''`�^'�-�- � vapor barrrier. • �5agging type, gun grade, c��,.�' t0 1'Ma�GI1 ad�aG6nt SUrfaG65 a5 GI05E a5 po55ible utilizing s�andard cotors. _ :Pr�ovide 5moke detection a5 req,uired by,code. t f . . _ . _ . . . �:� ,� _ � - �. - . � _ . . . . . - . . , � - . - � .. .. � - . . - , ., � . , � , . . . ' - � . � � . , ' _,...:� . . , _ _ . . . . . . . . , . . � • - . .:-..��. - . . . . .. ., - . . . � - ... `� . � � � . . -- � � � -. - -- . � � �+ ... . . . . . . . .. ° - . . . . . ,.�tf;�:-�_ . . . � . . . - . . _ ��..� ���C�����'S ���L�./� ;:�� ���''1��/V� `t ���`7�L/V� ti1�V�"'���� ��I��:.�./VL� ' I n C P ft P 4 R A T [ D • . � _ M�k LOGI�TION SIZ�tl"t X H) R�tylr�RKS TYP� HM6E G�uar� Locatio� Mark M�rk 512E(ri X H) TY+PE HIN6� G�ua� Mark M/�RK LOGI�TION f"tinT'H H�16HT THIGK TYP� HRDWR 1"�/4L1. RLMARKS HI�ND. M/4RK �„ ��� (F'1ZOM EXTFZJ !'�lalts ('PROM EXT� . � .�..' THIGK. 6 �101 SUNK ROOM 3'-O'X 4'-O'f�) GAS�MFNT LEFT/RIGHT 1 Nl�ST G 1 �201 Foyer 3'-O'PR 8'-O" 1 3/4' SG%6L Lockget 5 1/2' Gustom Entry,:No Giadding LH/RF+ � �.4. 64X 7 2 1 I J �1 O 1 SUNlc ROOT�t 6ROUP(5��T�YPES) GAS�MENT L�FT/FiX�D/R16HT 1 NORTH � A �'-O'X 2'-O' Awning Top 3 A � #202 Living area 3'-b' 8'-O' 1 3/4 French GIaQ LockSet 5 1✓2 Wirtd Manuf.See,Wlnd Typeg LH Z � � I L. C 4 L 4 R A D P ,� A S 3'-O'X 3'-0' Gasement Left: 1 Right: �z 1!►3 S � . „ , . ,� � a t t y a K �1 O� STUDY 6R011P(S��TYP�S) GAS�M�NT 5�� TYP�S 1 NORTH K . . , . 3. *�O� Living Area 9-6 8-O 1 3/4 French Glad Lockget 5 1/2 YVind Manuf.5ee Wind Typeg RH 3 G �-O X 4-O Gasement Left: 1 Right: 1 � G � 4 �203 Sitting Area 3'-b'PR 9'-O' 1 3/4 Fren�h Giad Lockset 5 1/2 Wind.Manuf.See Y�itnd.Types LH/RH 4 R �201 FOY�R 6ROUP(5��TYP�51 GAS�M�NT 5�E TYP�S 1 NORTH R D �'-6'X 5'-O"C2) Gasement l.eft/Right 1 D � � Q ��O 1 FOl'�R 6ROUP(5��TYP�S) IN ROOP PIGTURE NON� 1 ROOF G2 � . . . 5 �206 Pantry 2'-6' 7'-O' 1 3/4' SG Pasgage 3 1/2': Pocket Door PocKet 5 01 � 3-6 X 3-6 (2) C.asement Left/Right 1 � ' M �201 L1VIN6 AR�A bROUP(5�E TYPE5) GaSFM�NT 5�� TYP�S 1 NORTH M � 3'-O'X 5'-O"(3) GaSement Left/Right/FixCd � F b �20T Powder 2'-b' '1'-O" 1 3/4' SG Privacy 3 t/Z' Pocket Door Pocket 6 9 7 0, a z 7. 4 G S 0 • . . . GR4US� CR[[K Ctf1T[R 5 ��O 1 LIYIN6 ARE� 6R0lJt'(5��TYP�5) PIGTUR� NON� 1 !^t�ST 5 � 7 �208 Mud Room 2-1 O' 7-O Vfy, 5G Lo�kset � 'F%2 �O min.f^t/Seff Gloger LH 7 ` � 6 3-O'X 4'-O'«) C.agement Left✓Righi 1 6 hlfiTURt1. C4t4MDP Q ��O 1 LIVIN6�4RFA 6ROUP(S�E TYP�.S) M ROOP PIGTUR� NON� 1 ROOF Q 8 �20�1 Me�h 2'-4'PR 't'-O' 1 3/4' Maaonite Passage 5 1 f2' Louver poo4^g Nfy) LH/RH 8 H �'-6'X 4'-0'f2) Gnaemeni LeftlRtght 1 H - t �203 51TTIN6 AREA 3'-O'X 6'-O"f3) GA�EM�NT 5E� TYP�S 1 NORTH I � • SA �208 Mud Are� 2'-1 O' '1'-O' 1 3/4' SG Paasagt 5 .1/�" LH g/� � � I 3-O'X 6-O'(3) Gagement LefL/Right✓fixed 1 1 L �203 51TTIN6 AREA 6ROUP(S��TYP�5) Y�tINDOYN/DOOR PfGTUR� NONE 1 W�ST L q �21 O 6�rage 1 O'-O' 8'-O' 1 3/4' Masonite Overhead 5 t/�' fNOOd 6rain.5iaineQ,Ingut ON 4 � Group(5ee Types) Gagement Left✓Right✓Fixed 7 ,1 A �203 SITTIN6 AR�/4 2'-O'X �'-O' AY�iNIN6 aYVNiNG TOP 3 50UTH A 7 O �21 O 6arage 1 O'-O' 8'-O' 1 3/4' MasoniLe OverheaQ 5. 1/2' !^tood 6rain,Stafned,trisuf. OH 1;0 � K 6roup f5ee Types) Gzigement Left/Right/fixed . , ,c B R� �T A l"i, A 111 F *204 DiHIN6 3'-O`X 5'-O'f31 GA5EM�NT L�FT/�IXED/RIGHT 1 50UTH � L c 5 r o u p(S e e T 1 1 �21 � Goat Uoset 2'-6' T'-O' 1 314' SG Paasage 3 1/2' RH 1 1 y p e s) P i�t u r e N o n e 3 L N �205 KITGH�N 2'-b`X 4'-O'(�) Gp.SEM�NT L�FT/RIGHT 1 50UTH H M 6roup(See Type3) Gagement 5ee Types 1 M - � " S T A f7�: � � �205 KITGH�N 3'-O'X 3'-O' D�SK AR�A G/r5EMENT RI64�T 1 YV�ST S 7 2 �301 Magter BR 3'-O'PR 8'-O' 1 3/4' Fren�h G1ad Lockset 5 1 J�' 1^tFnd Manuf.5ee Wind Types LHlRN 1� - ; N 6roup(5ee Typeg) Gagement 5ee Types 1 N _. __�.----� ��. __.___ B �21 O 6AR/k6� 3'-O'X 3'-O' G/`S�M�NT L�FT � 1 NORTH B O 6roup CSee Typeg) Gsmt./Pic. 5ee Types � � '�3 *301 Ma9ter SR 2'-1 O' �'-O' 1 3/4' SG Privacy 5 1/�' ' RH 13 � 1 4 �►301 Master BR 2'-6' '!'-O' 1 3/4' SG Privacy 5 ?/�' LH 7 4 U ��O 1 M/45T. BR 5�� TYP�S OVAL PIGTUR€ TtOTI� 1 NORTH � P 6�"oup(5ee Typea) Gam�/Pt�. 5ee Types 1 P P �901 MIrST. SR 6ROUP(5��TY'P�5) !^iINDOW/flOOR GASMTJPlG. 5�� TYP�S 1 W�5T P G� 6roup(5ee Type�) Pi�ture 5ee Types 4 Q � g �301 Master SR 2'-6' �1'-O' 1 3/4' SG !�^ivacy 3 1/�' � RH 1 5 � *301 M�45T. HR 3'-b'X 3'-6'(�) GAS�M�NT L�FT/RI6HT 7 50UTH � t b *301 Maater SR 2'-2' Vfy. GL 6L Pas9age Vfy, Frametega 61a9g 5hower Dr. LH f b R 6roup(5ee Types) C.a,ement 5ee Typeg 1 ft • Gt �301 MItiST. SR 6ROt1P(5E�TYP�S) M ROOF PiGTUR� NONE 1 ROOF Q g �.�(�e TypegJ Pi�ture None 1 5 1 ? �303 Mag� Gloset 2'-6' ?'-O' 1 3/4' SG Pasgr�ge 3 1/�' LH t 7 G �302 M,45T. B1kTH �'-O'X 4'--O' ON� IN TOIL�T GAS�M�NT L�FT(1),RI6HT(1) 2 50UTH G 1 8 ��04 Sedroom 2'-8' �'-O' 1 3/4' SG Passage 3 ?/�' RH 7 8 � T 5ee Types P'i�ture None � T : � _ O �302 MAST. BATH 6ROtlP(5E�TYP�S) GASMT./PIG. 5�� TY1'�S 1 50UTH O � yee Types Picture None � - � � a �304 Sedroom 2'-6' 7'-O' 1 3/4` 5G Pzrsgage 5 1/2= Gtoset Door LH 1 9 , D �304 S�DROOM �'-b`X 5'-O'(�) �6R�55 t�11T GASEM�NT L�PT/RI6HT 1 50UTH D �O �305 Sath 2'-b' 'f'-O' 1 3/4' SG PP`ivtlGy 3 1/�" RN 20 � � , � t Not Usect �, Not C1ged �, �1 N �305 BATH � GROUP(5��TYP�S) GAS�MENT 5�E TYt'�5 1 j 50UTH N } �Z �306 Laundry 2'-6' ; 7'-O' 1 3/4' SG Passage 5 1 f2' ` RM, 22 r . � . ., - . _ . . . , - L �30'1 B�DROOM 6ROUP(5��TYP�S) GASMT./PIG. 5�� TYP�S 1 ` 50UTH L ` �3 �30T Sedroom 2'-8' Y 7'-O' 1 3/4' SG Paggaqe 3 1I2' RA 23 '�. �308 BATH 5EE TYPES � OVAL P1GT11RE NON� 1 E�tST T �4 �30? Sedroom 3'-O'PR T'-O' 1 3/4' Frett�h Glad Lockget 5 1/2" Y�tind Manuf.5ee 1^tinQ Types LH%RF! 24 2 5 �308 Bath �'-6' 'T'-O' 1 3/4" 5G PPiV2lGy 3 1 l2" RH �5 L . �31 O B�DROOM GROUP(5�E TYP�S) PIGTUR� NONE . 1 ' NORTH L �b �304 Sath 2'-6' T'-0' 1 3/4' SG PagSage 3 1/�` LH 2 6 �_�� T �313 S TAIR 5�� TYP�S OVAL PIGT1lR� NON� 1 TtORTH T �� �3 1 O Se d room 2'-8' � 1'-O' 1 3/4' SG Paggage 3 1/�' ftFf ` 27 Q �313 5TAIR 5�E TYPES thl ROOF PIGTURE NONE 1 ROOF Q 2 S �31 O SCCh^oom 3'-O'PR 7'-O' 1 3/4' French Glad LoGkset 5 1/2' �f�lind Manuf.5ee 1+�1ind Types Lt+�RH �8 ' � ' � '�'� _-`;TM!'� '-'����K'�-� {,��tr p.� 1 �be.�►�! +�, 29 �311 Gtoget 2'-6' 7'-O' 1 314' SG Parssage 3 f/�' LH 2Q , 30 �31� Bath 2'-b' 't'-O` 1 3/4' SG Ftiv�Gy 3 1�2' RH 30 31` �1 O 1 Bunk Room 3`-6' S'-O' 1 3/4 FrCnGh Glad LoGkSet 5 1/2 ; Y�tind:Manuf.5ee Wmd Types RH 3 1 � - ��2 �1 O 1 Sunk Room 3'-6' S'-0' 1 3l4 Pren�h GfaQ Lc+�4cset 5 �/2 l^tir►d Marnuf.5ee l^IinQ T`ypes LH 3� �-- ��� �1 O� Study 3'-O`PR �'-O'� 1 3/4 5G/6L P�sr�ge 5,1/Z' interior Frer►Gh Aoorg. 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Date ` � � � �` � i� � j .'S r'' �/ ' � � � x:.� '' I : � �:,:.� / - - }�-crr.��-►lb�N I NG � ; I -x��`x � 1— � — � I • j I ' � � ' � 4�1a� LB�'1'�►L- �� � --- __ - -- — ,, � � a � - � ' � � — a �- � . . � � � — � �N� F�� � � � � . . � ' / . � , I onaultant: i f / � � � � �. . � . � . .. ��1.-16� �� � • !�'-'o G I . � I , -°I� . , " I�'°�` �°� lb� � Conaultant Starr�p: ,i _ � . � - _ (�-L�tF�71�-tc. �►-Ib � -- __ - �� -� � - � F'I L.L � _ . � ..- � ._ . � f - - _ - � - ' Project : BlJ�FEHR CREEK CHAL��' . � Lot 7, Tract A Lia Zneimer Subdivis'ron �-�`i..lf-�I I�I�-r' �J ll.�l ►�.�.G ��`''�'1�� � Vail, Colorado � �, I ��S" '�'� �i � , � - i � ! APPROVED ���� � TOV11N OF VAI�. i DESIGN RE�v� �OAR� , � ,�� ; DATE: � � PLANNER: . f Sheet Tftle : � � SECTI�N , ; � � I . �, � . 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' \ 9 � � � � �� 1 ���� g 11' ' rq �k 'y t,•�`, / �� ��� '- 1� 19 • � c � ,, --'� � z62�� VlCIN (TY N�AP � O SCA�E " � �'` � _� 3 / ', 54d'11'38'E ��iys �'�� �i / F. / 8.23' �'��iq, i�� �W � �� � / 'L�'/ 97 �S���Y i�i �, ' 0"0/o `.,� "�'.� r.�� , S�4� � M .0,��g, �,y��,�o �� '�.� 63 q.2 � o "1� , / �''� � tn �p� � �i � �' TRA c r A ' � ( .--� � �,� \ �'° 1.774 ACRES ��� g�Z � � � � , g , y� � ��.,1 �, , 3 � ► � � � ► �? �� � �. ► ,� t � -� ► ' � . � o .� ,, N ► �` L1� � 01� ` /,�i � ,�, `�- eacirTiN Nc \� `'t,, ��-'' F� � 3, � 1 ' �� '' � � � u? ! �: �,/�� � J�s'O CERTIFfCA�'E OF DE�l�Al1dIV Ai�9D 01�d�SH{P ��, , �, � � O� . � o ,� � / �` ',�� �,S�gG , 'g ;� Z� l � .. ��'' cjU Know al( men by these presents that Buffehr Cr�ek Partners, a iimited partnership, being soi� owner^, in fee ti� i : �� �'j� simple, of alf thafi real property situated in Section 12, Township 5 South, Range 81 West o� the Gth P��k., � ;��1•;���W �� Mati�� �; ��.-��� � R�� 6th P.M.� in the Town of Vaif� Eogle County� Colorodo, described as^follows: tTract A, Lia Zneimer Siit�ivisit�r�, ° _ 2o.�t' �a�/���° � �� � ^' �j as recorded in 800� 561 at Page 2Q8� in the office of the Eagle �ounty C�erk and Record�r, � � latted and subdividE� the same into i � ��'< 1" containin 4.007 acres more or less, have b these resents laid ou�, p ,/� �� CERTI�fCATE OF TAXES PAiD g y p � �, � � So ,� ��, ���� �`;� � {ots and blocks as shov�r� on this fina( plat under the name and sty(e of `FIRST A�ENDMEf�'r TU 7HE �IA �^ ,��,s, \. �� � , P� , � 04. / � oe� ZNEIMER SUBDMSlON', a s�bdivision in th� Town of Vail, Eagle County, Colorado; and does hereby accept the � � 1 +�,��e �� ��3• � I, the unders9ngd, do hereby certify that the entire amount of taxes and assessments due and payable as of i5. �--- � ,,- � ! pP� ��z-3;, Y '`r`� upon al( parcels of real estate describ�d on this Plat ore paid in full. responsibility far the completion of the required improvements; and does hereby dedicate and set cpart al� af � 1 � � �r the public roads ond other pub(ic improvements and p(aces as shown on fhe accompanymg plat to the use of ��� S � ��-�' �w ,� � � � � � of the public forever; and does hereby dedicate those portions of sai� real property which are indicated as ^ � ��� ���od � � DatPd this day of Q _�, A.D., 1994. easements on the accompanying plat as easements for the purpose s�own hereon; and does hereby grant the � � unurr�s�ravr ��� o S6 � �(Q� ' � � ' right to install and maintain necessary structures to the entity responsible for providing the services for which �� U � �� c- � � _ �` � � �� � � � Treasurer Eogle County the easements are established. � � U- � • S'-' ' � �� � � �� . ' � - � ' � �� � ' � / j � S�� � �`� v� Executed this �'`� day of U�l__�t� A.D., �°94. � � � , . . o ;k , , ,�� 5 s � �� � �� � �'� - d�`� � C RK Ai�IL� RECORDER'S CER r r�CATE OWNER: Buffehr Creek Parhners , � � , ( � a Colorado limited artnershi , �' U ti''�� � �1 , P P � � w � is Plat was filed for record in �the office of the Clerk and Recorder at o'clock P.O. Box 1075 � � � , on this � , day of , A.D., 1994. and is duly recorded in Book , Vail, CO 81658 � � :� � -j� � PaS� Sy: Zneiq�eC�o�pany, �az� genPral partner � � , ' C1erk and r�ecorder / � � � � , ' �Gf�t�M ENTA�ION By: � � � p FOUND 1 .5' CAP ON #5 REBAR By. De u , Edward J. e� �r, resident F � P � STATE OF COLORADO / � LS 5933 , ss. � � o FOUND 1.5' CAP ON #5 KEBAR � . ,r� COUNTY QF EAGLF ) �� � LS 16827 �, � '' The foreg mg Certificate of Dedication and Ownership was acknowfed mE this �3._._ da� of + � T�E C��TIFICA� "�'� � �1A'�� , 1994 by Edward J. Zneimer as President of Znei �. � � c:, 'generaf partner of . � � FOUND 1.5' CAP ON #5 REBAR '` Buffehr Creek Partners, a Colorado limited partnership. p ' LS 15710 LANO TITLE GUARANTEE COMPANY does hereby certify that the title to all lands shown upon this plat have been examined . �; , ^�� ' � � and is vested in Buffehr Creek f�artners, and that title to such lands is free and clear of all {iens and encumberances, My Commissi �x �95 i �� O S�" 1.5' CAP ON �5 REBAR � : � � a � L.S. 24325 except as follows: WITNESS my �,and of ic �al ° . tJor� �' . � � .,, � . ' _�. ��OF�py,.�' ress:��? � ' . d'r� 3� ;; g� t � + , � ZO�tI�G ADNiIN�STRATOR CERTl�6CATE . �� • ,, ; , Dated this��day of �'�A.�.� , A.D., 1994. f �� � 3�07� d O, G� � � This finol plat is hereby opproved t,ta own of Vai( Zoning Administrator this , �' ' LAND TfTLE GUARANTEE COMPANY A. 1994. ��4� � w f , � ,I 1�.. - fI�� g �t���1.�-- _,- �� /r�� ,�_0_�l'1r1 _ � �; y� Town Clerk � � -' r � �� '� Zoni g Ad 'nist�'ato� � . � � S�- Tt�` �(��' Town of Vail, Colorado Town of Vail, rolorado GENERAL NOTES � � r, SURVEYOR'S CERT(FICATE 1. Date of Survey: March 9, 1994 � � � 2. Bosis of Bearing: Between pin & cap at the North West cornPr of Tract A and a 3 1/2' _�,,,�- � � , f. Kendrick E. Neubecker, do hereb� certifjr that I am a Registered Land Surveyor licensed under the laws of the State brass cap at the North West corner of Section 12, T 5 S, R 81 W, bearing S01'35'5YW. m , of Co{orado, that this Plat is true, correct and complete as laid out , platted. dedicated and shown hereon, that such � plat was made from an accurate survey of said p�operty by me and under my supervision and correctly shows the 3. Notice: according to Colorado iaw you must commence any legai action based upon _ _ � on defect in this s► ve within three ears afte �u first discover such defect. _ _ � � focatio� and dimensions of i�e lots, easements and �treets of sQid subdivision a� the sQme are stoked upon the ground _ y y y y _- - ��/��r'T' GRAPHIc: SCALE in compliance with opplicable regulations governing the subdivision of land. <`.,�,�,�� r'ri;;,��F. I� no event may any action based upon any defect in this survey be commenced more _ _ _ -- `-' � � �"�`:�;.�~�"���,,'pFV than ten years from the dQte of the certification shown hereon. _ „ � ,� o � ,� � ,� �- ��� ����,,� �G��• _ _ - - - , OF � , _ !N WI7NESS thereof I have set my hand and sea! this �_ day of r�►��7� � A.D., 1994. <<;�� �. ; - - - - � �- ;� �. 3 For zoning pu�poses� the one lot created by this subdivision is to be treated as one lot with , '� ' , � __J�(�G�,. . „ /�`� /� ;';� 24325 �; � �, no more than a dwefPing unit with an employee housing unit al(awed on the area of the one � �;,�G l(�E E E��N G ��!C. `` ' �� '"��� ► - r, lot. Tracts A and B, which are created by this Plat, are reserved for future development and �� �" � � EDWAROS BUSINESS CENTER • P.O. BOX 97 �. � � ( �t ��r ) ,� �� ��-� � J� future subdivision. EDWARDS, COLOV�ADO 81632 Kendrick �E. 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FURROUTB^ND ,, - --------------- !1 - /�5 REQUIREI�70 �� ` S ' �'rF. ...� B8 BEYON�TRIM ' � • i Pl.00tZ JOIS7 ' C Q,tl,�U I t 811 t: ':� � � RL':37RUGTUR/�I�PLANS ' • , Z X�'S 0N'ED6�'�21�`OG 1 x4 � �x 1 Z R3 ''— ROOP`5H�^THING F . GED^R 7RIM TIMB�RSTRANi7 ON ROOP J0157� ��GK J015T RIM J0157 R�s STRUGTURhL PI.I�N3 ' R�:57RUGTUR� 30�FEI.T.TYP. ; ° - PL/+N3 _�- GON7.LEDGER W/gNOW 1 IGR'SNlEI.Q 1 - ' • BLOGKOUT�SR�a. EY�3,VAL1.�Y°�iR1D�� �;onsultant StBtitp: ' BEYOND 570NE VENEEt2 PER GOD� . ROOP R�I�TER9 12�:3TRUGTUR/+I.P4/�N5 - � , S�G�'ION r� �tOO� �r�N1� � S�GTION � 5�'ON� Y�N��i� YY�i���. r�oo� �zin�� ����i�. � „ � ,. � „ , „ � _ ,. 3/4 � 1 — O . 3/4 � 1 - O 3/4"• �'-O" Project : • ^�.,'_�_"° G�D^R 5Hl�K�ROO� L7���E W� ...�-- 1 X 4 N�ILER3 . �R�E K C f�A L�T Z X 4'3 ON'EDGE'O Z4•oc Lot 7, Tract A Lia Zneimer Subdivisipn 30�FEl.T,TYf'. Vail Colorado W/SNOW t IG�SHIELD o � EYES,VALL�Y3 t RIDG� PER GODS ROOP�SN��THING ' ON ROOP J013T9 R�s STI�UGTUR^I.PLAN3 Z X 1 O'S WI7H GURYED EDG�D�TI�lI.(�4'OG) ' , E.hYE OYERN/�•NG ' (M/1XIMUM 1'-b7 . � �, � . r�•� � 1'_ 6• ; , . BLOGKING^5 - ' REQUIREV BTWN. g,_�. GUI2YED RAFTERS . Shee� t Title : STRIATED SHf,K� p ETA I LS ' f'ATTERN e �- GURYED EYE ROOP RAFTERS RL:STRUGTURhL PL^N3 NOLD BAGK PLWO. FOR GOLD ROOF YENTILATION j _ � oats . ¢�►, ;� , . scaie : � �XTERIOR W�LL D � a w n B . W/ 51DING DRIP EDGE Y r l�OPNER) , Shaot Num,pe � : ` 1.X 6 7iG 30FFIT � W/50FFIT VENTS - - �.�,�G�.?�.��cz,,� . � . TYpIG,�L. �200� �,�1�� ��°��IL. ; - �� 3/4° 1'-Ou � � . , _ � ; , _ , - , _ 1� � - . , _ - - , , . . . _ , � � . ; , , , ` . , , , : . . � , � . . , , : . _ , _ , _ . ,. - , , ' . . Q3300 Gast-in-place Goncrete f�oundatton)� � ., . �, � . 5ee 5tructural piana, noteg and details for ail 5tructural �on�rete Top of Wall fTOW) and Bottom of WaU(BOW) elevat(on5 have been � � � � Ar AR �#f � : requirementg. determined wfth informat(on taken from the Topograph(cai 5urvey , � ,l l,t.�� I,I,I1C111��CT�, and 5oilg Report. Bottom of l^lall must be a Minimum Depth for t �; c Q R, r,. 4`' � n;:t � t - .� �: , ° All $�fOGt1d8�101'1!,IlaIIS t0 haY6: F►'05t GOY61"aC„Je�48�),Ar�hlte�t to be notif�ed if propo5ed ,. - � . � etevation doe�not meet this requiremen� ` � _ �5's � 16" Yert. � Worlx. with . � . � : , , . l�) #�'g contin(ou5 top � bottom - �unlesg noted okherwfge� . . �- �: _ A, :. �4. B4X:711t ', Foundation to be bearing on bedro�k Three foundat(on opt(ong , �. �^ � �, � Q� � ��o Q. , exi5t - dependin g on location of Bedrock. ' ` ;��� � � Optton�- Foundation Wall bearing on Bedrock u�ith . � ; �5'9 X �'-6" ��4"- drtven into 5/8"dta. ���� �� , �� " hole 6" into Bedrock. , � � ��o�, a� �.�,�,� �o' ', � � � ' �� i°� �i ��°3 4Rgusc cr�t� ccnntR Option B- Foundation Wall to minimum BOW elevatfon �J : qo -- o �m�uRn, cQ���npQ, with pfers�ag located on foundat(on plan) (1�=�) �,_�� � " , , extending to Bedrock. Pierg to have , � _ f3) - #5 barg full length of pier and ' -��,J � � � ' �°l�-�--3 /r�,� /� � �y A11 � w � V 1� � v "�d 1✓V _ i�'f/y r/1 7��. , extendtng 24"into 8"foundation waN. Na. �% �� J.���I �, �� r�{t� ��.. ,�. .� �- � _.- -- �� � B fi C� T A L M� ll I.A � Option G - Foundation Wall wall sitting on a continiou� � �� �-�i� �W: �,��'�- - ��/ 9�� � � , ���i �i1 8"high by 16" wfde strip footing(Bottom of �1oN l�i�� �,,,► , ���_ �y��,►,I � ` 'r 6iM. �—f srnnr; - ootin� to be the BOw elevat(on on the plan) . Footing to be bearfng on bedrock w(th '' �;--� , O �-----_..� } _ � *� �5'g �v ig. X L �'-6"/ 6" e 4'-O" up into the : � � � � M � ' the F6undatton wall. if Bedrock is not s x � , . . -� � o . �- �.. � �� �- j s: . � encountered,footings to git on piers ag O O� �, � . � ��-o� �uNQ - �,.�, � - speciffed in Option B. � � � � - .. F . a� � ,� �-� t �� �� .�,� � � �" � .,a�.._.... - - ,�w ; , �- r �"..� —� �___�. . - . C�� . `�. � _ �J �---- �--- --� �. � = z :�� � �t �— —�— . C� � —t ..� A � ,� .�_......__._.a _ �C� �� � � � � .�.-, .s ;� `� � � �.; �� �K� �� , t� 4 T�,� 4 �„ _� . �..,�� ��"*"--'� � - "fx; �.,� �?? 4 � J„►� �,�....' `,� ''":�` ; . ..�� :;� ��, .:,�w , ' , i. < � `_ �' �.' . �F,�t � � < :� 7�: •� .. �� � u� +�+��`rti��' x: .p � . ' ��4 . . ' `` >�,. t"�r�.�ti'ai,tr.'.C'"� �5,, �.a,•,ti'.a�+Y"'� 'T" �:"k ,.ffi, - ;� � . �� . � . . 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( . �° - . � ,�� „� �;-- �,p L�;��, l� � . �.I.�:�i�, <.i�. � {,�ri!'' � _ , � ' �� -�W � � �' °� �' --____------- . ' � ,S - � � I -(� F+�t,Jr-►br (..�s.I.L 213' - io ; � � rt--�J, 2 �4' - 5%q. � � � . �W' '1,.03� I I �4'� S' i ' -�. ��-�'� ND• fo'--o�' �r,�.��rJ. Iv�- , i�,,a -� S,� �t' , 2 � �t� � a�,I,� � �'W s 2.0�p�� T� = �IJ --c� �� t� 21 +5/q. g - , , l�'W s 2,c�.��,� t � ��1% 2.c�_ �,�,�i ' � . � I N�-�'p,l,L Cc.N�j: �}-��c�' j� � � �►� pi�/ M��i �qvN � s � � e� s T � tie : ��-� � �N w.��� � Ft�UN;DA_TION � . � G t2�- 1�?' f�-i M G-"I'�(Z- 4 � �?�:�� ' �'� a� c�l-� G�I�� PP�"ftc�j - G�i1�l ►"Xs''I'�,�I,,,, � � �e� � /— - / � � t''� , ��► i ,:' • ,' $,Cala ► N � ; Drawn By : Shee, t Numbsr ; �-°u N r�/-� 1" I ° �1 I°�,p� � � , _ � W �:�" 11''�"1��cs.�,., ��- �I i�i�1���1�� i - - � ��,���',�-��.:..... � � � _ - � �, -- � � ��� � � . �11�1��� ��{� "�'� � ���,�,,, � ��.�,-�-� . �I - - ,_ ___ ____ _ __. _ . � . , , . ,: , . , � , , _ , , . ` � , r a . , , . . i � , � � ' � , - . ' � �L�'I �ftC�IT�CTS ; + � _ . . ` # f1 C 9� R P . 4 R A T C D � I , . , �.4. b4�( f I 11 , VAIL. C4L4RAD4' _ aicsa . . � 970. l�27.,9G7.p GR4USE C�lt[K.Ct1iT[R,, , . Mit1TURh. C4L4MQ4 `. , f. , . � ' ' ' ' ' � � � BR�nT1t�r�,n�n . ; _- : a ; • .,. s �� �,o►--� . . F ` ����� yC+� G-�. ` � F , �� ?��P> �1� . S T A M P: �/'�,' , � . . . . � . -C� - �,� , z �� �` �`�� °� , . rv r. 3y� ?� ►�' �DC �` - � �. �� ��. ��o , . , � —_ �'`fp. � �.: � . �,�y�� x � � ---__ , � , � , l � i— ---_ � ;f`� . , • . :�:�: _ �"; � � � ft4,TLS : . . .� � � k��$R� . �� - �� t� y ` ry � } �� II � ' . � : �..5� ._,. ��, � � _ � �p . � . '� �,'w„ - . � ` < L� , . � / - . , ., .�•4• . "� . , � (� �) �� ���ZX10 � � � � �.. <a�� c� � ��ry�' . _ � • Revisionst� Date � �1. „�y ___ _ _ , � � --- t : � 9 � � �: , � � --�-- . . - .- _ � � _ °� : � `� `� - . - � , 'J - , . ` �"'''* . � � \1 � � _ � .��� - � � \ � ,.. � �; � n \ .1 � r� �Yn � p �' � �=�`1 � � -- 4�,a�Z.�c i�:. � 1,+� 1f i � � � ~ � � . ..__ � � � � � � . ��� � � i Consultant: � - �x KRM CONSULTANT3 _ r ., ,., � 10 .� r � P.O. Box 4572 ~�: � �� Vail, Colorado. V W , 303.949.9391, � ' � 1 ' , , . Consuitant Stamp; � »,,,,,., , , 4\1\�1�1 C 1 U l t i l�l l l ii�i � ����\��P�O REG/sr!!� �` O o�psoes�� . �/ � ���•��L��,`{ R. � i . � i . Jf.v �V AO / °J � V y ° v :� c�� • m� . - - V, � ��� � �# � " :�i ' � �VJ.� " ` � ' � ~�OF••i�b-si�o��•G`\�!�� , . c� , � u9 - ///�����SiIQ N A�����\\i 2 1355 � r1 ' Project : _ . .., (UI � i��� � �uFF�HR � , � � � � . .., - — 2�---� � �REEK CWAL�T � .�� f �v r! Lvt 7, Tract A �'h� Lia Zneimer Subdivision . 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ON BEDROGfC OR W/I'EIR3 70 ; ; ON BEDROGK OR WITH PIERS TO � ; BEDROGK t �0 0 D��°�p N B.O.W. i i BEDROGK � � BEOROGK r---. . _._._._._.___._._.___._ _ ._._._._._�_._._._._._._._._._._ .. ,,, �_ � _� Q_ :-�-- a �---.� ,� �---•� ,J . -- - r- ,/ - �93'-9'MIN ..�...� �+ ,,,._. . �_.. -_ _-- . . � / �� i i +�� � B.O.W.0199'-�'/BEDROGK i i OR 1 9�'-3'W/PEIRS �� . , �•__.�:—^_�J � e. FOUNL�r��t'ION 5�G1'14N C� L.OYV�� L�1/�L FOUNI��TION S�GTION � LOY�I��Z L�1/�1� FOUNI�,�TION S�G�'ION C� LOYV E� L�1��L FOUNI�A�T{ON 5�G?ION � C.�N1'�f� YV�LL � _.. � „ , �, - °� 3/4 - 1 - O � 3/4" w 1' - O" `"' 3/4" - 1 ' - O" � � 3/4" � 1' - O" Cona�ultant: KRM CONSULTANTS P.O. Box 4572. Vail, Colorado 303.949.8391 Consultant Stamp: \\\«\t`�1 51 i 1 fi i t 9 l l i/I� , . \\�����0� R�G�s�.��ii �eees • ���o��, M � _ � P.P.k.206-O � . � " �- _ • - ; _, � � � _ ,� �.. � �X • _ = s o — .,,.,,. .ti,. ,ti,, T.O_PLWD--- -•• � : �,a� � _._._._._._. ._._._._._.__.__._._._._._._._._.__.--._:�05- 10 1/Z'� /�J FS'°�p��•�°�C����� � DEGK //%/�j',Si�o��AiI1���P\1 2 1995 r.o.w. --�-•-�-�--�- -�-�- •-�-�- . . . . . . . . �04�- 8 �i4� _ P r o j e c t : BUF���R T.°-`"- ��°•'"• C R E�K C HA L��" - �----------- __._._._._._._._._._._._.__._._._._ _._.__._._._.__._._._._._._._.___._._ -.-.-.- -.. __.__._._._._._._._._._._._._._._._ _._._._._._._._._._._._._._._._.____._._.-.-.-.-.-.-.- -. LEDGER • �09 -O' • Z 1 O-O' , , ,�e'TJP3 , i ,s S���T�� �5�s LiatZne mer Subdivision �� � 'S Vail, Colorado ��t��. �e�e' ��-�11�� WI�,�Stti� , . �rtp. w�,�sTt� i► P.�.�.�O6'-O' ��t.� y�SE� �1 � �j-�S �.�.�.�06'-0• �.�.e.�oi'-�', '��.. 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M t � 1.� oP��w�r MF t�. � /Wp l�UIIL fROK e�cH 303.949.939t �c� t��C'I)— t�� �.vt�LS � Conaultant Stamp: � . . . \\\�y���\PQD��Ef�����j�; � � � Oe:•�e°a�P�o , om�c�,��'� � ., ,.�� • �es � • • , � s� ' �4 =' s -,T . "— • ` ��.�,�� � =" . � ' � � • i` • e� '2 • � /�' �!� ' � �r-C,J� / s0 � �'v � � .i . . C.�, �'+�e �°p C���.�y 5� � '� �5 ��'����SS���i��;��.�`�`i 2 ��9� . . ��fd��Z�r��t P � oJect : . Bt1FFEWR ca�- zX12 ���-Zx,2 � C6�EEK CHAL�1' . Lot 7, Tract A . - � . Lia Zneimer Subdivision � � Vail, Colorado � 2XID BLK�st• BtWtJ. JOfSTS- ��...�'�� �°i �.,�-�� '�`'•..�`''3 1��1�... ' . � � . . � `� l � i_ .,• .. _: , ., . • . . /,,�,� _" � G� . . . yt12 GLI.'Gi: bTwlJ. RJIFTEQS , . ., r . . . . - - - -- - - - -- -- -- -- --- - - � - � . - ` . - � y � � � � . .� i►!•' Y.,�'s � �ro" . � , ��NTri.t-ve� :�xt�s� �',. .. . ; ,. � .- _ _ . � . - - _� �c.N . . . � � . . . - G4NT, zx to tt1M 4�t� E3)-I�J -� � , � CoNT. �xiZ �,.;�g-f��t�t � N�i�s to cl�. �SocsT N�r� ro �cN Loo�.out -� . . . W� �3�- �mJ Sheet Titl • : � ' �OUNDATION . , . . . _ ` . �x1Z l.Ot�k�vTS � Z�" T`fP1CJl�� � _ - . � ' �2x12 RAf'iLQS � 2Kf0 5TV05 � t�" : . � � . . � � _ SECTI4NS k1/ �1:' p��rwo oR .; _ . . - - �; . L�1/lF E R d O AR D _.- _ . . - - : • _ . . . ' '1 X lI �TtJD 5 L° l fo M W/ ' � � . . _ .. • - %z" PLYk�a ore WitFEe.�DAeD D a t o : �� . . � Scale .� . . �s�,�".��.....--- Urawn By : �lY.ot k WEb 'bPKE 50 Lt D . . �� _ .4u� 11At� W� 2 RoWS !61 � . . . . . . Sha• t Number ; - C D� FIeoH fAtN SIC� � . . . � ' _ . . _ - -_ - -, .. . . . . . Y 2 . . � - � �. � � _ j . , . . . . .- SECTIDN @ CANT{L{EVER DECK 5ECTION @ LOOKOUT RAFTER � ' . � _ , � 3/.4"�1 '-0" .. .,. . 3/4"=1 �_0� - . r ��� . �������� GENERAL NOTES: BUF�EHR CREEK �.OT 7 JOB #9407-24 y - - � � t Q R r Q � n r c o pESIGN CRITERIA: _ �EINFORCING STEEL: STRUCTURAL GLUED LAMINATED TIMBER: , . ; , . , Roof Live Load ---------•------------------------------------80 psf a. Detai{ing, fabrication and placement of reinforcing steet shall be in accordance j. Framing notes: a. Materials, manufacturer and quality control shall be in conformance with`A17C . Floor Live Load ----------------------------------------------40 psf with the ACI Manual of Concrete Practice. 1. Exterior Walis: Product Standard PS 66-82, �"Structural Glued Laminated Timb�r". r,�_�4� �� Deck Live �oad ---------------------------------------------100 psf b. Except where otherwise noted on the drawings, reinforcing bars shall conform A. All exterior walls are 2x6 studs @ 16" o.c. to a maximum height of 12'- b. Laminated members shatt be fabricaxed usin8 DougJas_Fir..�uixh.xhe #nllo.�ing �� VAiL. C4�4KAD4 Basic Wind Speed ------------------------------------------80 mph (Exp. B) to ASTM Spec+tication A615-79 and shal! be minimum grade 60 except ties, 6", 2x6 studs @ 12" o.c. to a maximum height of 14'-6" and (2)-2x6 combination symbols: �t t�s a Seismic Zone ----------------------- ---1 field bent bars where permitted by note on plan, or bars to be weided, which studs @ 16" to a maximum height of 17'-4" unless otherwise noted. 24F•V4 Simple-span beams ' ---------------------- UBC Edition --------------------------------------------------1991 shall be grade 40. Cap with a dou6le top plate installed to provide overlapping at corners 24F-V8 Continuous or cant+Jever beams c. At s lices in concrete la bars 36 diameters. Do not weld or use mechanical and at intersections with other partitions. 3 Columns �. " = P , p . FOUNDATION DESIGN: splicing devices unless specifically approved by engineer. B. Floor or roof framing members must be aligned to bear within 5 inches c. Alt members shall be Architectural Appearance Grade, ,unless indicated 9 7 fl.g2 7.`9 G 5}0 d. At corners, make horizontal bars continuous or provide corner bars. Around of the studs beneath. otherwise by the Architect. �p�� ;� q��� a. Design of individual and continuous footings is based on a maximum allowable openings and steps in concrete, provide (2)-#5's extending 2'-0" beyond edge C. Provide 1/2" thick APA rated sheathing (plywood or waferboardl rated d. Protect members from damage or exposure to moisture prior to and durir�g nutit�uttn, t4�.4�►u4. bearing pressure of 5000 psf (dead load plus full live load) on bedrock. of opening or step. 24/16, exposure 1 at exterior face of exterior walls. Block all horizontal canstruction. � b. Footings shall be placed on bedrock, or piers shall be placed to bedrock as e. Welded wire fabric sha11 conform to ASTM Specification A-7 85. Lap weJded joints. e. Adhesives shall meet the requirements for wet conditions of service. � � located on the foundation plan. wire fabric a minimum of one full mesh plus two inches. Laps shall be wired D. Provide (3)-2x10 headers over a!I door and window openings unless f. Do not camber laminated members unless indicated on the drawi�gs. c. Refer to report 94501 G by Inter-Mountain Engineering, Ltd. for additional together. otherwise indicated. requirements regardir►g soils. E. At beam bearing locations in stud walls, provide multiple-stud posts �ACKFILLING: 8���� R�-;����� d. Provide continuous foundation, drains around the perimeter of all basement STRUCTURAL WOOD FRAMING: equal to width of bearing member �nless noted otherwise. ' a. Do not backfill against retaining walls untif supporting elemenTs are in place and walls and at the base of retaining wafls. Contact soils engineer for details. , 2. Interior Load-6earing Walls: S T�►M P: - e. Soil conditions and types shall be verified by a representative of the soils a. Except where noted otherwise, all 2" nominal lumber shall be Douglas Fir-Larch A. Interior load-bearing walls are minimum 2x4 studs @ 16" o.c. with 1/2" securel�€,anchored, or adequate shoring is installed. - � engineer during excavation. , #2 and better, and all solid timber beams and post�,3" nominal and wider shall gypsum wallboard both sides u�less noted otherwise. Cap with a double b. Verify type of fill with soils engineer and structural engineer pr�or to backfilting. A a ;�— '' ; , f. Straight shaft driiled piers are designed for a maximu.m end bearing pressure of be Douglas Fir-Larch #2. � top plate installed to provide overlapping at corners and at intersections : ` �- = 10,000 psf and an allowable side shear of 1000 psf (dead {oad plus fu�l live b. Studs shall be-Srtud��g�-ade-and better pouglas Fir-�arch. with othec pa�titions. . GEIVERAL REQUIREMENTS: = _ � �` t 3 � , load). c. To�p�a�d-batt auglas Fir-Larch #2-arad-b.etYer_. P(ates p(aced B. Floor or ro�f fra�n+ng rtaembers must be afigned to bearwithin 5 inches � _ g. Pier holes shall be thoroughly cleaned, dewatered, and shall be inspected by the directly on concrete walls or slabs shall be pressu.re-treated Hem Fir #1, of the studs beneath. a. Structural erectiofl an�= b�acing: The structural drawipgs itlustrate- the _ soils engineer prior to pouring concrete. d. Pravide solid blocking at supports for wood joists and rafters. Within floor joist C. Provide (2)-2x10 headers over all openings in wall unless noted completed structure with all elements in their final positions, pr�perly supp�rted : � � spaces beneath soiid or buiit-up calumns noted on plans, blocking of area otherwise. and braced. The contractor, in the proper sequence, shall provide shori�g and REINFORCED CONCRETE: equivalent to column above shall be provided. D. At beam bearing locations in stud walls, provide multiple-stud posts bracing as may be required during construction to achieve the fina! comp�eted _ e. Built-up columns shall consist of Douglas Fir-Larch 2x4 or 2x6 studs and shall equal to width of bearing member unless noted otherwise. structure. Contact structural engineer for consultation (not in contractl as `° � � .� n re uired. �_� a. Concrete des+gn is based on the Building Code Requirements for Reinforced be nailed together with 2 rows of 16d nails @ 6 along each stud. 3. Floor Construction: 4 �#4:'T�t S : Concrete" (ACI 318-89). f. Except as noted otherwise, minimum nailing shafl be provided as specified in A. Provide 3/4" thick APA rated Sturdifloor rated at 20" o.c., tongue and b. Dimensions: Check all dimensions against architectural drawings prior to b. Structural concrete shall have a minimum 28-day compressive strength of 3000 the "Naiting Schedule" on the drawings. groove, exposure 1 . Glue and nai{ panels to al{ supports. Install construction. Do not scale drawings. ' . psi. � g. Unless noted otherwise, stee� connectors such as those manufactured by the sheathing with long dimension perpendicular to joists and end joints c. Construction practices: General contractor is responsible for means,.methods, . ,. , �: -. c. Provide continuous shear keys at vertical cold joints and where shown on Simpson company shall be used to join rafters, joists or beams to other beams staggered, techniques, sequences and procedures for construction of this project. No�ify � drawings. at flush-framed conditions. Use all specified nails. Connector conditions not 4. Roof Construction: struct'ural engineer of omissions or conflicts between the working drawings and '�.�`� � d. Concrete shaN be proportioned using Type I cement. Admixtures containing otherwise noted shall utilize Type U or Type HU hangers of a size specifically A. Provide 5/8" thick APA plywood sheathing rated 32/16, exposure 1. existing conditions. Jobsite safety is the sole responsibility of the contractor. - All methods used for construction shaU be in accordance with the latest edition -?� chloride salts shall not be used. designed for the member supported, as shown in the manufacturer's pub{ished Install sheathing with long dimension perpendicular to rafters or trusses •. Ar � e. Cold weather concreting procedures shail be provided as recommended in the tables. Contact structuraJ.engir�eer tor details as required. and er�d joints staggered. of the UBC. ' � . ACf Manual of Concrete Practice. - h. Manufactured joists shall be from an approved manufacturer and shall be B. Provide wind/seismic anchor at supports for all roof joists and trussed } f. Anchor bolts for beam�and column bearang plates shall be placed with setting equivalent in load-carrying capacity and deflection criteria to TJI 25 or 35 series � rafters. Unless noted otherwise, use "Simpson H5" metal connectors. °���Y� �;°1��= . � templates. joists in the depths and spacings indicated on plan. Provide blocking, bracing, 5. Wind Bracing: ' g. Expansion bolts shall be located at a minimum of 6 bolt diameters from web stiffeners and other accessories as required by the manufacturer. , � —.---. concrete edge and spaced at 10 bolt diameters unless noted otherwise. A. Walls over 6 feet long which are sheathed w+th gypsum wallboard on , N i. Laminated veneer lumber (LVL3 headers and beams shall have the following both faces have been designed to resist wind forces in accordance with h. All exposed edges and corners shall be chamfered 3/4 . properties: Table 47-t of the UBC. : � „— _. i. Concrete coverage for reinforcing steel (ACI 318): Flexural stress ---------------------------------2600 psi B. Screw 1/2" gypsum wallboard to all studs and to top and bottom plates ' . Concrete cast against and permanently exposed to earth 3" Modutus of elasticity ------------------------ 1.8 x 108 psi with #8 x 1-1/8" drywall screws at 7" maximum spacing. /\ Concrete exposed to earth or weather: Te�sion paralle! to grain -------------------- 1850 psi C. Exterior plywood or waferboard wal! sheathing is required unless �—� � - --- #5 bar and smaller 1 '/�" Compression paraltel to grain ------------- 2460 psi specifically deleted by engineer. #6 through �18 bar _ 2" Compression parailel to glue tine �, Concrete not exposed to weather or in contact with ground: fperpendicular to grain) ---------------------754 psi � � Slabs, walls, joists (#11 bar and smaller) 3/." Hori2ontal shear -------------------------------285 psi � � Beams, cotumns 1 %z" Where two or three members are required, each member shatt be fastened to �` , adjacent members wtth two rows 16d nails spaced at 12" o.c. uniess noted. � < Where four members are required, they shall be fastened together with two ' � ` rows ot 9/2" dia. thru bolts @ 24" o.c. unless noted. � ` �Con$u.ltant: ` _ Consultant S#am#�: "' ���\�\��\��1111Ni�tr�tJ��l�jJf - `,`� �p,D�.RF��ST//���� , \\o�����Y R.�M.F�" . NAILING SCHEDULE � , _ :�c.��'�k. ° ' � � _ �g ° = ay e - 1� .�p " _ P _... 2x floor joist to gi�der, sill or wall plate (toenail) 3 - 8d — � ' ° -- • v � • i-joist to girde�, sill or wall plate (down thru bottom chord) 2- 10d � �} � �•��� , . \ � o� o� \\\ w ' %��//FSS D IU A�tiN�ti��\ . •y Sole plate to joist or blocking (face nail) 16d @ 16 ������� � ���\ �'�!� � 2 1395 Top plate to stud (end naily 2 - 16d Project-: Stud to sole plate 4- 8d (toenail) or �1 1�C�L!� 2 - 16d (end nail) . v i- r� Double studs (face naill 16d @ 24• CR�EK C:��►LET Lo#7, Tcact A Doubled top plates (face nail) 16d @ 16' _ Lia Zneipner Subdivision -� Top plates, laps and intersec�ons (face naiq z - �sd ' Vail, (+O�OCaC�O Coniinuous header, two pieces 16d @ �6" � , � along each edge ' Continuous header to king stud (toenail) 4.- 8d � Ceilineffloor joists, laps ove� partitions (face naiq 3 - 16d Ceiling/floor joists to parallel rafters (face nail) 3 - 16d � Rafter to plate (toenaiq 3 - 8d plus ' Simpson H5 Built-up comer studs 16d @ 24" Built-up beams (each member to adjacent) 16d @ 12" along each edge Plywood or OSB roof/wall/floor sheathing 8d @ 6" along edges • 8d @ 12" intermediate supports Sheet Title : NOTES: 1. The nails in this schedule are common wire or box nails. If cooler, sinker, or other types of nai{s ST��CT���L are used, contact engineer for required spacing and sizes. T Q- . 2. If staples are used, contact engineer for required spacine and sizes. �RO T` �� « 3. This schedule indicates minimum requirements for nailing. Where special conditions exist, use V E 1 ���,S the specified nailinp indicated on the plans and details. � A t 6 : �►! �v. $ C•A1@ : Draw�n By ; ��/�,���-��+��-�-- ' S h s e t N u m b e r ; l� . _. ., , _. . - , . ; ,, .. - . .. .' . , . . , ' �'. ." ,._ j . .. ... ... " . ., : .. . . , " .. ' . .._ :. :.. . ._; .- '. '. -". . . . .�, � ; ' ' ' - , - � . ___ _-..._. . . . - , . . . . . . . . . , � .. .. _ . . . . . . . " . . i . '. . , '. , - _ .�..- .. � . . . � . .. ' , .._ . . . ,.. .__ . . . . . . . . .. . . . . . . - . . . . , � , ..-. -. . , - . , ' ' ':.'.. . - .. ; .- . .'�... .. : . . ' . . ' . � . ,. _' . . ., . . :._ ,.. . . . . " . .. , ' . . 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Consultant: � . � , � / - �`�, 1 � �� � G�� � ' .� C�'� ----_.. —_____- I � � 1 �N-r � �- ______ � . , . , -� �� � � � � - � t \ ' �O \ � . � .. .i . .. . . � � \ \ / � , Consultant Stamp: t � �-- � .,�.., � _ � . � --� � � �� ; 1 % { .�� � �; _ �p ��.k.:�r- �, ,�.� � . � �:. � ` . . _ - � ��� ' - . ��.� ,,:z�. ��:�. � � � . : _�-- � � � N _� .. �. � � _____ ' ; � ` _�--..'"' � +, µ:.4.,-..�'.,ar�,;�.,-�: � �P::NaaTf �r,r �,.;,'q ',�� i r; v. � u 'S . . . _ V —�_� - - . ..__ . ,..- ..'�. -�. _ . .... . �.�,R '�.«.. r*.�"� i -. � �� ii � ' _�,,.:. �.�.' � ' � .. ..:+"a,s� Fz�'�:k�.� �'� ,:-�,�� t ::;`;�� t � ' �� -t� � -,i`"�� r:..�.r i � � ' � �� � �.;�� _� dR .•�` '` ' _�—�' ...+r.,� . '�� , � _____- -'' Praject : . � •��r ,��� �. �. _ �UFF�HR . �� �.��, w, �,�� C�EEK �HALET ���� F�+�+� Lot 7, Tract A Lia Zneimer Subdivision Vail, Colorado t _ s — � �L.�GY1�1���. �YM�3�1�� C�eneral ��e�tri�a� �tote�: �., - - 5fngle pole 5w(tch �" Geiling Mounted �fxture , All E{ectr(cal work �ha1{ comply wfth Lhe �fectr(cai Gode a5 amended by the Local Munlc�palfty. � � Three-t,ua 5wft�h Wai) Mounted Fixture Alt f�xtures and out4ets �re approx�mately focated on the Ele�trt�al Layout Plans. Subcontra�tor . � y � �hall try to instal! fixture�and out{ets ag clo5et to pfan arrangements a5 framing and other , 3 l�immer 5witch Rece55ed lncandegcent condltfona perm(t. Notify �rch(te�t or owner if ma,}or layout �hanges are req,uired. , �' �"" • p Downifght tw/ceiifng 51ope if rea.) Gonflrm all types of f[xture� and power requfrements of ltemg supplied by the Owner prior Three-way D(mmer to orderfng. �3D 5wit�h R2G2S58d It1Gat1d25G2n� � - � . Yvall washer Provtde duplex outlets a5 per plan and current eie�trf�al �ode. - � Dupiex outlet � (MOUnt 1 2u G.L.. Above F1oor� � Fan Provtde Smoke detector5 as per current electrfcal code. . 4 Fi00r OutlBt �TV Gable T.ti/. OUtl2t Prov(de GFRI outiets iuhere requfred fn wet areas. Sh • et Title : Tele hone outlet verify power req,ulrementg and locatfons for all applfanceg and mechan(cal equipment. MA�� , �.EV��.: � 5wftched Outiet a p � Decorative 5urfiace Mounted Wall and Gellfng F(xtures to be Suppl(ed by Owner and installed by ���������L Dupiex outlet sv 5moke Detector the Gontractor. Utllity-type Floure5cent ffxtures to be Suppl1ed by the 5ubcontractor. �.,�Y��T �42 �Ht. to G.t�. Above Fioor) l�.ocate per Gode) - , ; ��P Weatherproof outlet 1 � Dat_e : � t �.:.��G�/�✓.�.l�Gm�sw•�.-- S c a I @ : . . . . Drawn Byc IJ ` Sha �► t Number : � M � IN L � 1� E 1, � L � CTi� I C L �' l. �' � � -- � � _ � Ji'�.-�' — l"—a . � �- � ; � ., : �L�1 ��ftC���`�CTS . . � . . - ' i; ;n t. Q R, e 4 R � r c a � �� � . � - , r.4�p4x � iii ' � . , VAII:`:. C4t4RAD4 . �icsa �:: .- , - ,. 97Q.�� 7. 9.GS0 ' . GR4U5C CRttlt Ct�lTtR�_ ninruRn, C4L4RAD4 � ` �` � - �ftrnT ��M. nin - STAM �Tz a a s > ,� . ' , �; * � N , . . . . . . . , , . ,�, � x , r � : � �. _ ___�_--- ----� . . —___. ' ,; ,.,, !� _',�' � -.. .. ,4" ,��w � � . . : - : � * n4 � cs • I ��„�aw v�_�,� ;,. .. , . ' I,�EL �� � �V � -- �-' f 1 9t�x I I . � . - I �� , � ' . _ , � � � � , — ; �� . . I -`� � . 1 � i �� I �; �µ� 1 �- � � ,• i � i � � A'evislons : t�ats � ` ;; ' � �F � � �. 1 , s .u: � � � ry � � -.� .�� �.�_. � � � � � ,.�— ( p � � . � ,��� , � � - ; � —.-. 1 1 t.� � � ��� �� .. � �� �;��..' _ � � � �. /�� �,+���` ' L� ,� . ,��r, . `� �,�, _._._ ---- �. \ / � � � _.___ . , _,.,._ � � :z r- • �,, , . . r�. � . �. 9e,:. . � � � , �„ ''�`' �.� � �_ , , _ _ _� � � .�._.,. ' � � .... +.� , . ..:.. '` � � � — - I : _ �;. . 'f . .� _ S ' ��� � ��} �I.r� �� � ' . G� � 1��'..�4�� �` ` `�' � A�:.� �' Y�'�'� ut' � I � , � � � —.� �'`�►�'�'� � � ' � � ' � �---:. �Lz � . �°�' �x ' 1 — � , , . _ � � � ' _ r � � � - � . , .. � r , � y { ' � -a. . � . � 1 1 �' �� ��� � �/�'�" ' �� L---- � W��� I�1o,,it� _ C o n s u f t a n t• _ �-� � � .[�' « / �� � . � I . � . � �/ ' �'� t �"�` - `�1J +i. • , � .,- . � � ' . � � � ' / '�"'T ��� . . � � ---- - � ' L�� ��� �u� � } �. ' ---- � �U�,,,�' �p` ����,�+' � " J � � / � : ' � 1.�X�� �, I °,�j� � ' ` ` � � ' � � . _ ' t � � �� ' � l � Consulfant. 5tamp: . � ` � � � i � � � ` - ---- � � �- � - . . �� / � � k �. � �. { � 1 { . . 1 � �-7� , � ,�, i � �` � ___��, ,� � � ! i � � ` , . �� . I . i , � �� �� '� , � �.�. � x.� , , � � ' � � ; j f' I�--- : � 4 ��� ` ` ' 1 � ` � . � - , . �� . r I ., : ,��.:�� ;,� , _° ,;..� � . ,. .. � ,.t. � '� ::. . .�. .,,� � . . , .: ,.+ �� �, � � � 'T;,. �� t-.. r 4 r o j e . \\� _ p .:3 P c t .4�a+ . �'."r �I`,_� ���' .,—��..�._ � �� � . . . : � : BUF�EHR . �- , — . ,� — CRE�K �I�ALE1' - Lot 7, Tract A Lia Zneimer Subdivision - Vail, Cotorado �L���'ieZIG,�L SYM��1�� a C�eneral �{e�trical Note�: � • 5ing{e pofe 5w(tch "'�' G211111g MOUt1t6d FiXtUI^8 AU Ele�tr(�al work ShaN �omply wfth the E{ectrfcal Gode as amended by the Lo�a1 Munfc(pality. . � � Three-way 5wit�h Wa41 Mounted Fixture �II ffxtures and outlets are approxfmately located on the Efectrfcal Layout Plans. 5ubcontra�tor �3 � shall try to (nstall fixtures and outlets a5 �loset to plan arrangement5 as framing and other � D(mmer 5witch f�ecessed lncandes�ent �onaitions permit. Notify archite�t or owner if maJor layout changes are requfred. � D � nownli ht (W/ceilin slo e if re .) 9 9 p a Gonffrm all types of f(xtures and power requirements of items Supplled by the Owner prfor Three-way Dfmmer to oraertn�. �sn 5witch Recesaed Incandescent � � Wali Washer Provtae au lex outlets as per plan and current electrical code. P �j nuplex outlet _ �Mount 1 2" G.L. Above Fioor� � Fan Prov(de smoke dete�tors as per current electrfcal code. 3 h e e t T 1't 1 e : � 0 Flool^ Outlet �rv Gable T.1/. Outlet Provtde G�RI outlets where r.equired fn wet area�. ��P�� L'�V�� ��..E�'r������.. . �� 5witched Outlet ZS Telephone outlet verffy power requirements and locattong for all appl(ances and mechanf�ai equ(pment. � L����"'�' � . � , , 17Up16X OUtiet �SD 5moke i7etector Decorative 5urface Mounted Wall and Gefling Flxtures to be Supplfed by Owner and installed by � , �42 (Ht. t0 G.L. �bove Floor) lt�ocate er Gode) the Gontra�tor. Utflity-type Flourescent fixture� to be suppl�ed by the 5ubcontra�tor. p , uata : , r� ; ��P weatherproof outlet _ s c a ��e : �� Drawn 8y.: 1 f ���a��'`'�n�`',�'''" Sheat Numb � r . N , . � . u i`�'�'�- L �v� i. � !. .��-�-��-i ���... �..,��r���'~ _ � i___�._.�.—� -- - ._..._.�_� - - - - � , �i _ �'�' . � � � �. , _ ' '�,� ' _ _ ... __ -- .--- - _._ -- - - , - -- _ _ _---- -- �� ��y . . 1. : � ; - .� Lf 1 ��C�IT�CTS ..,� � � . . , I��f1 C 4 R P 4 ft A T [ D .� � t � f , . � . �,,��-�' Mou!-x��V �'1��6 ' . , f�TT"r�'���7 �o � 6U E���' �t;u►T � � �C��� r.4. s4x s 2 i i ,� � ����' vni�., c4 �4r�na4. �.�.h'�d � ��� a i�s� , ►N �� � 910 . d27. 9650 � 4R4U5t tftttK.Ctt1T�R. MIf1TURn, C4L4ftADP � � 1 � � �- -- — -.� � � � �� ki,,, `� i},�. , Bft�nTn�r�, n�n �,�. � � � � �� . _ ___-- � � . _ ___^__ ____ \ ,�� S T A M Pc / / • , � —�—_ \�-� �` � #� • �y'. � r .� . � j+' � __ . . . .:� � ? ��� , ��'` ��'` ¢' / } / , , t� � :, � •:. �\ ' � ' , '��: F.� � ` ` --�` ^ ' ' , �J \ . ` '� �� �. . x . 4� a: � " �(J � { � � � lMf..�. � . _ . _ • � v��, �n '�.' l-b',� `�� , . � , �._<: ' n4Tts : . � � -��v��p � ' { � ' _ -�, --� . ` � � � _ : �,� ��° � : - �. �� � • .�—��,� ��-���„�µL��' � fi�o'�' I . P�. - l�y) ���'�° . ' � � .�- �''� �w'c��'�, � ' - - r�''p��,�t,� ��,T� � ;'� - , - : �.,_ �,����' '�'�' ,�-� � , `�, ,f . , .�� i# evlsions : Date �..�f��'� ,�,��� : � 4'� � k � �� � ��� � i, . . `%t(-+ �� �• � . . — �. 5' Y.. . � . x� �s �� N g�. � rw4�l�i � �•�,� — �.a..�M �'u / ' � - A: .. ",il 4 .-�' ,y . � � ' . ' . . -��- - - . . � �,r'• ` �' " J ` _ �, �._J, . 1�.� � � . _ rt -,1-y'"".�..ti' . �— � � . "ij.. �.2W. . . . 1��A ` �. ..�. � :�y.5.Y _' _ , � x _f m'�x;w,� ,.,�- �, r� , . . -s �r,�'�<. q�, . � '.�'� '1�.�p "� �?i.. 'Y . , . . ✓ �� iwsA '� x = � G.�� ,�. � `,� ,�x� . �;.:a. � �r.. 2 �. rA� ,.-;,� �Y�C�` �� �'x��.Ss i, x ik��:' Ki ��a.-���' 7.a:4�. - — -_ �/..i��ll �� �.,� ,t,,,',ps:3_:t's'}# , . ., . . t''# x� f», ,.e�. - . - �, '�a�,� �rrll . �_ ��y,�.,.,' L \. . . . ' . . f��� _ �y .� � • _ . . . _ � .. '��' . .�. --�--r..,.c�qR � { / �*, . . � � _ � / . . . . - ' . . . . . �--� "—��,,. Y . I C o n a u(t a n t s _. �, I� �Y ' ... �� Q6 t3) `�~��'F''�a / t " F��,,�,t t►�-�-.` _ ` , , �: � ;�, � , _ � �x =� � � '�/ C.ansultant Stamp: ,�-� ---__.-__ .--- ; , r� .� �. I �`' ' %'. . r9 t�lyM1�':.�y �-� :'M;�� . � . . . � :7'�`£ A�. r'� x+`�_t �,� �f L.C t. ' ' �,:�•. � 2 s:� + �;� `-;�.L.`�'- I . . .? A .4. . y. �i'�I �{�Y .. .r F..s.'� � t " ' � . . . `Yi.': . . ,y l �..x MiiM,='Z��n �x•.,�,� . 4i . - _ . -; ,{�" �.-.��_�1�'��4 � � . �4- � 7,.+. -r'' . . . 3x y�.' . � . _ . . �' � . �:; k^:,. y R�,`...i' � . . . . °��c. ;� K? {et' h`.l�'" � ' . . �;e Ac � Project : f-Y` y` � � .'� �.l Jr ii�fl { �����■ •� ' ���'.>:aY.k.'f. . .:' , .. CREEK CI�IAL� � Lot 7, Tract A L�a Zne�mer Subdivision `. Vail, Colorado �L���'�IG�L �YMBC�L� �enera� ��e�tri�a� �tote5: �II EfectrScai worK sha11 comply with the Electrfcal Gode as amended by the l�ocal Muni�fpality. 5(ngle pole 5u�itch `�"' Geiling Mounted Ffxture � all flxture5 and outlet5 are approxlmately located on the �le�tr(�al l�ayout PlanS. 5ubcontractor �,vit�h Wall Mounted Fixture 5hall try to install fixture5 and outiet5 as clo5et to plan arrangements a5 framing and other Three-way 5 � conditlon5 perm(t. Notffy Architect or Owner if maJor la�out changeg are req,uired. �3 , �' Dimmer 5witch � ReceSged Incande5cent D t7ownlight lYV/ceilfng Slope if req,.) Gonfirm ail type5 of fixtures and power req,uirements of items Supplied by the Ou�ner prlor Three-way Dfmmer to orGertng. �3D �witch f�ecesaed lncande5cent � Waii WaSher Provlde duplex outlets as per plan and current electr(cal code. * 17Up16X OUtl6t � �an Provfde 5moke dete�tora as per current electrical code. - � (MOU11t 1 2° G.L. Above �loor� s n • e t T i t 1 e t � p r o v(d e G�R I o u t l e t a w h ere re autred (n wet areas. �Q v y�R L�,�/�L O Fioor Outlet T� Gable 7.v. �utlet , verffy power reauirement5 and focatfons far all appliances and mechanfcal eq,ufpment. ELE�T�I�A� 5witched Outlet ZS 7efephone Out1et LAY4 U1" . . � Decorative 5urface Mounted Wail and Gelling �ixture5 to be supplled by Owner and in5tafled by t7up 18x OUt12t �5v Smoke Detector the Gontra�tor. UtUity-type �lourescent fixtures to be 5upplied by the 5ubcontractor. : �4� (Ht. to G.l.. Above Floor� (�ocate per Gode1 ,�loG�w�-' D a t e : � �. ���il� Scala ; �Wp weatherproof outiet Drawn BX : ' Sheat Num,b � r': N � , L ° � �- �"' � � V � L � �. � G r P' � � � � __�-P` r `� � � - - - -- -- - � I�! � � _ `i_ � �U � �3UILCJIN � IN � PECTIC� N AND �' �RMI� F� Uf� P�JSE� C� NI�Y � � � - ; /� °� �O �� � / � -'�� �� � ' / 4�' � / �' // �-P��M�`l�J � F�I F� S � A M �. N C� �1 � N T TC� �1� � t'`� Q� � % � J.�.`>�2�$ / / �,�Q � �p�,� / �A�'��p PG� �'� / t�. � � � 1 V � I � � � � � � � I Y ( � � o i �1 • ��'`�`� /� ���� �6 �,L ��� GRAPHIC SCAL� �'°c6��'� �,���j ��----� / 55 0. Zo a ,v Zo ,0 80 � ��6 g�� ,� �, /. �nWN OF� VAI �, � AGL� �t�U N TY, COL��R �CJO �� '�� , ��\/ .�..i ' _.,_ l / // /�'�` ' \/ ' . . ._ . �_. . '---..--.T-�. _.__.__ V l ' / � /��/ 1`�� � `f ` '� '�'i�'�' � � , // // � �\� � ��i 1;�' f s� �i �„G- 1 ineh = �0 ft. �i �'� , i �� r0� at --"__---�i� ✓� t�',�.-1 � /� � t,, �;t �- � �J � F ' �,�,�s �� ��� �,-� �1 �� i t�1 � % � � /'/ ,' ', / / 1�'�'� ,i/ �' <i / i /,/� y `�' i " t J� , S I T E B E N C H M A R K � / �'�r/ // p,����¢ ��fJ N� "Z% ��--.� i iiEREBY GERTtfY Ti-fAT TH�S IMPROVEMEN7 LOCATION CERi-t��CATE �'AS i'REPkRED �OR i � S � ,� `�1� U-- LAND Tf?LE GUARf+NTEE C0. AND BUFFEFiR CREEK PARThERS, A COLORADO GENERAL PARTtVERSHtP. 70P CEN`fER 4F 1RANSFORMER �� �J' �L� i cS Jt y� C�: iT IS NOT A LANQ SURi/EY PLAT Ah0 IS NOT TO HE r2ELIE0 UPON FOR �f-tE EIEVA�I�N = 82aa.�� i .� �`-.,l _ �-� � �ti� � � �,/ ��`` /i �..�j 0� � --.�—/ ESTABLISHMEN7 OF FEI�JCE, BUI�DiNG OR OTiiER f"UTUF,E �MPROVEMENT �NES. '✓,,'i ���'1�/ �,� `� �� L�� � �� �i � %�� � �� j i FUR?)-iER CERTiFY 7};AT TIiE iMPROVEMENTS ON �1-if kBOVE pESCRIBED PARCEL � .!� ,.�'� ,/�o� � ON 7'i-iiS UAiE, JlJNE t3, i996, EX.CEPT llnUTY CGNNECT70t�IS, ARE ENTiRELY / ��,� � �'�' ��� 'N�THiN ?1-�E 80UNDARIES OF Ti-�E PARCEL, EXCEPT AS S;-iOWN, THAT THFRE ARE �, ti�� / NO ENCROAGI-#MENTS UPON TI1E DESCRiE3Ep PREMiSES BY IMPROVEMENTS ON ANY i� / •D�� / , '� ti �/ ADJOiNitvG PREM!Sf.S, EXCEPT AS iNDICATEC�, AND 17-;AT �}1ERE IS NO � / �4j �� APPARENT EVIf�ENCE OR SiGN OF ANY EASElvtENT CROSSiNG OR BU4?U�NING ANY /i`� �� j /,�� PART C3f SAIQ PARCEL, fX,CEPT AS NOTED. i ,,� ,� � '�' �' . �j� r/�� ���i� ,i'�/ ��4�e:,:v�,��.� /� �� / � � ' r / �'� /QI�/ �� r.t.''�� {x. ° -%`.'-��:i . . /� 4J1 � FJY:L--'-----------.. _ .--���,� �feCXS<<—�C../----- : ,`� � Cy �. _ � 1 ��j / � �' 1.6{."�!�I``dL_�..�_.�.__...-----�— / I !_./W j;-'`f ��+:�y L A@ �/.'S`���� /�r ,��g$ ��- K,ENDRICK NEUBECKER, PLS � 24325 dAaE �;' � ���a�" <,,-'� � . / � � �i � � ;^7 r�/� �=: r",, // �( ,.�'� � � i�.lt L^Y�L. �y� ,� ?i �� ['r.. n V � '{ � ' /f �+ / /, t'7+ p_t`:,l ,.Jt L � � � � ' � / � i � � ' /���'�� �' , ' t =�ti G-l3-r�;°.,#�;�,� c •' � s�� `� // /'C14�� // r '"J,',�a��i�+��� �:�� � ����,((�I V /// / r ��; . ��V/�,�rFil LF�`4� ��' � N-�1�5�, �� �' ��� �����-`�'`'r ,�' � .-' p�'RACT A � ' �� �i� 1.774 ACRES � � i�. / � � / j � �/ o�, s�,. FOUND REBAR & CAP ��� �r/ i�'r/ ,5�,��' l \, .y � iS 5933 �` � / � ` .3� i/ � � ,.�'�. � . � 1� / � � ,��/ \p� � / + / �'� �sl;-� c�`1,�/ \ .� " i ,� � °!'� ��� •`'�-,��`�� f�UILDfNG N0. 7 , i � i � �, � $ � � ,` ��! ti�� � `�8 '����s �71b��6 _ - - � i � , ti� � . ��9_ � , � j �ir � �� I , or� � ti �\ ��2g6 � � / ! � h�ti � Q�� �?� ����. �S � L '_ / , -- 75�. . I � / (7��p � 4 \??3 / �r / �� �'��A�� �� / � ` �� /� // /�v 2 �°`• "� W I � � /r � � � �'�^ ` ' � ' � i/ ��� nU7�l E FA(� rJF F iHJND� (kl N'Ail- i �� �.-. ' ✓I U7 *- ( / � O�� i� \ ' � � ( � / o��� o �?� � 2 � \ �'" O � + /// // �j�J ry� v�' `� "' S6�`�P �/h � � �/ 4,J�' b �q�. z � �, � , ! �l��,� 2� , ,� , ��i Ra � E ` i �� �� / 'ss °/ �� \ ' �. _- �� \ // �tijry� /% � / � ^� /� \�� �-'� L �ATE �F SURVEY: FEBRUARY 22, 1996 (RID"uE LiNES ADaED fi'�12 �96) \ �. \r 2 \ / 0 7C ra � ,! �� /1 � �� ,�a �' �� ?a- �� ', �� 2. SAStS OF SEAR�NG: THE NURTN L�NE OF (FtACT A LON'S FcIDGE SUBDIViSiON Fi-IASE 3, � � � � �� ` BET'NEEN THE NURiHWESTERIY CORP�EH AND tHE fd4RTF!ERLY ANGLE FOiNT (JF SA!D �RP,CT A � / ` /` ���� ���� � �`��ry ^ �'''j� �''�! � .pU /� �\ / ����0 �jp\ �s � ,h. / � \ '/ BEARiMG hiE6"15`00'E, 532.96' c� �_� / \ // �� 0� R� � � %� l 3. 'H I S P R O P E R T Y i S S U I 3.;E C T T O A P P U C A(3 L E R E S'R i C??V E C O V E N A N T S J / Re� / \ � CONDITIONS AND LIENS. 9 � ,.-'� � � `� �/ / \v �� .-' f' 4. FEf�ER TO LAND T1TLE GUARAN''EE CCMPANY CUMMI?MENT N0. VTF25'68!3 FqR c�j+_ �- �� '// / l `\ `�. %� AL� TtTI_E lNFURMATfON. � ',1%� 4e r / // j�� \ -��� / /� • S. NOTIGE_ AGCORDItVG T0 COLORADO lA'vY YOU MUST GOMMENCE ANY �'� �'62� �� / � �'� �t LEGAI ACTIGIN B,ASED UPON ANY GEFEC7 iN i1-41S SURVEY � � '6v� � r"~ �0 �� �. JJJTI-ifN Tr�iREE YEARS AF7ER YUU FIRS� btSCGVER SUC}i C1EfE�T. iPi � 4 �'jy ''� � ��� �� �QO �� NO EVEN7 MAY ANY ACT!ON BASEO UPON ANY DEFECT itJ T,HiS SURVEY f/ �, // � 566�� ��J ' BE COMMEt�CED MORE TMAf�1 �EN YEARS FkrJM Ti1� GATE UF 1NL' C�RTIFICAT!ON � ' / � /��- \,�('� SHOiNN NEREON. � �y� � `\ ��� / �1L,, 6. NO`E: DUE T0 5NCIN COVER Ai �1fE T;ME UF i!i15 5UR'JEY A1_L FEATURES M,4Y !�{OT f3E IOCA',"EC CN 'I'iiS '�fAP, �\ �� ,�.- `,e�' / j��-�� �' ���� ' ` 1,\j/ , �"� �g,Y✓ (�\`���-� 7. BUtLDiNG WAS UNDER CGNSTRUCTtON AT +HE TME �F SURVEY. 1 I ; 1�/ �'�� � � �`�� 8. StTE BENCHMf.RK ELEV. = H2O8.9` ON THE TOP CENTER UF iRA!vSfURl�AER{SEF MAP}. � �' � I �7UJTY EASEAdEIYT f.,` �i� \C'1�,�-� � ,)J U � /� ��'��`� /J� - I ��,, ' ���,�., � + � .�, o �� - i � ,, � . � � ,-- �, i / �' �r, �'' rJi � i � � cn � '� / /�i v � ���� /-'��,. /' 1 ' �, �,.� , V ' ��'� ''� �4g� S��Y.� Y� �;-; i ,� �.- .r-. 7 /��/ . ! `�� / /�� _ _.CUR'JE_._�I�._�_RADIUS _._�_LENGrN �_L_._TANGE:tJ.T �L_ RChiORD __�____�fARfI�IG _L ---_D_ELTA_ __ _ . __.r..._..___ C3 239.63' 1a4.5_'_,__ ___---53.12'___._____103_72'______S58�31_43'.W :_.....�_ _24 59"53' ` 5 _, � // '�, _________---___.�.,,�...- -.-----____------- -_____ -.TM_ , C4 65.04' 68y23' 37.64' 65.14' N40'S7'37'E 50'OS`33' - ` � - - - _7 / _�._.. _-G5 -.___�_. -�j30.U0' ---- - - �11.09'------_--- 59.19�--__.____107.74� _ _-S�2'3�_24`W �--u 48'57'40' T � ��l��J. _____._..___._._�____.___________.__-----__ ._�__.___,. .__. ___--•------_�.___._. _ .____-.__._.._...__. __ _ _.___.__��_.___ = __:. � / C6 2U8.OU' 43.52" 21.$4' 43.44' N51'4$`03_E _ 11'S9'1?` = � �- - - � ----___-_-----.___._-- ------_-.�_ .. _ __ �_. _____ .-�--- - ---_.______. - - ------_.. _._______.__.. _------__ __.__ ` _ c� / _ - - - � �� � ::' / _ - - - � f____ _._.- �__�_:_.____._ ,� �-�___.. , � FWNO �iEBAR & CAP �iV�tl4l,.,.�1 \IN� J �IY�✓. i ( lS 5933 ' � � � �._ E'.U'r1+A�?L3S L•3USit�tESS CE?VTER ♦ W,O. f�i3X y? isi ELWAf��IS, �C�(�AflO �16J,2 T . �c.� Q�s--;3�3 + FAX 92G-•3390 • ,�C'C�',�� 9<�L)�?� � . .. : � `- r^j , . _ . , . ,� . _ _ . , . � � . . . . . . . . , � . .. . � , .. . � - .. . . � - . � ' . � � � . � � � - � . . � . . - , . - . - . - � . - . � - - - - . - � - .. � , ti� . - � � � . - � . . . � .. . _ _ _ _ . . �� � . . . - � . _ . � � � � . . - � .. . � - . . � . __ ' ._.1'� . � , .�. r . ; . . � " . . � .. + _ ^ - . . . . . 4 . ._ . ,-, .. . - . . _.._._ - . 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ON � � � . . P � FOUND 1 5 CA 5 E � ;., , �:, : . . LS 593� ' , . . - c��i��u. r�oT�� A F� ��U �CJ i �I �l 4 N O�' �T� A C T A , : . . ..:, . . . -- . ' �. . .� . - . - . . . . r - . .. _ . � _ . � . . F � P � , R AR ', � , . �ate �f'�UN��": Mc1rC�i. g, ,g��: . �s ,6 2�5 �I R S�" A M �N C J M E N.T, L I � �N E 1 M E o C A O N 5 8 � . en i �a ak the (�orth Wesk corn�r of �ract a arid a 3 1/2' o N 1 . ' CAP ON 5 f�EBAR Y /`'1� L. �/`1��� �4 J� 1 V � . 1 f �t.J�Q t ` f'1� V 2: Basis; of Bes�Irinc�: Qetw.e p n & �? � �OU D 5 # �� Y 1� 1 V �� � b r c�s s c v p a t t h e t�o r�h W e s t c o r n e r o f S e c t i o r� 1 2, �T a S, f 2 8 1 W, b e a r i n g S01'3 5'5 9'W: �� 1 5 7 1 0 �'� � � i u� a must commer�ce an legoi C�cfion bas�d. u�on . �T CA�' ON 5 REBAI� oQ 3. No#��e: aceqrdirig., tv CQIQ�-Qdo a y u. Y O S � CEI�f{FlCATE OF pEQICATi4N IWO O�NNERSrItP . cir� def�c# in th:fs survey wit�ian thr�e; years af#�� you first �iscover su�ch .defect: _ L.S. 2432 � ' � . . , . _ �o ers, a d part ship, be'sng s e Y � ; , � , iri rio �v�,r�t` ma a�►y ockii�n based upan any defiect in this survey be i�rmmenced mor� , I f: ll that rea.! t o ert situot�uffehr Creek Portn Itmite ner o!e owners in fe � Know all men b fhese reser�'ts thot rs fr�m` �the dat� of the cert:ificvtion s#�own herean. � ed in Section 12, Township 5 South, Range 81 West of tne 6th P M. . th�+n ter� �iea s i m p e, o �t R P Y i t�bdivi�ion are to be trea te d - sepera te l a f s, ��, APPROX. CENTER�1t�� in the Town o# Vail, Eagle Cour►ty, Colorado, described as follows:. Trac# A, �irst Amendment Lia Zneimer - i' oS s io�s 6 .and- 7 created by th s 5 1Q' HU�Y CROSS ESMT. . 4: �'or zo.r�i�i9 ;i��+ �?, e . • : ,t / .� Subdivision as reea+'ded in Book 63 6' a t Pdge 4 3 1 , +n t h e o f f i c e o f t h e E a g i e C o u nt y Cl�rk and Recorder, f il , dw�llir� ' unit anr� on�e attached employe elling una � (e00K 559, pAGE 506) - w+th :cyo rr�ors tha�i one singl� am Y 9 - containit�G 1.774 acres more or less, have by. ti�ese presents iaid out, piatted anci subdivided the same into � ` R , t i� `w�d on each lot. �ca�}� sin le fam'ily dwetiing uni ali be aliowed a / \ . .,. o# 'Th nd ent a Zn imer � . ; ' � . . (cc�retaker. aportmer� �_ Q o . ,. , . , 9 , lots and blocks as shown on this final iat under �he name and st 1e ird Ame m �i e <,�; ., _ . f 4 5U(l � ut��e feet of :GRfA, with c�n �dd+�tona4 800 squar� f of GRFA allowed for � 2aa� � c�r�c�xim�m o. , q. � P . - ' "' , f AP�ROX. CEtJTEf�LINE Subdivision', a subdivision in the Towr� of Vail, Eagle County, Calorado; and does hereby accept the `. ,: th� constructian bf an attached employee dw�lling unit. Q�' 1�' HOLY CROSS 'ESMT. responsib�lity for the completion of the required irnprover�ents; and does hereby dedicate and set u��urt all o '. � ' ' �� . . : � �. / 561, P the ublic roads and ather public improvements and places ds shown on the accompanying piat to the use of P� -'�`^_� 840K AGE 501 4. Al! ,eave�, "'d�ckS, porc4ies,. patiflsy f�nces and t��cassory structures m� be contained C��° {�O � ��o'�� �/� �gOOK 613, PAGE 5$6� P �bfic fofever• and does hereb dedicate thase portions. of said real property which are indicated as � i ' : witi�in #he a `rov�d buil'din enveJopes for each fat siiow ereon. � Qr` � �,�c ��.. �, o# the p� , Y. ' �omp et�l� PP 9 � � � � f easements on the c�ccompanying Piat as easements for the purpose shown hereon; and does hereby grant the si � uildin envelo es is desi nated. open space. �/ �D� � �, o -_,__ 5� All. tc�rad `;out _ d b ,g p 9 Q � ►� ►� ,�y o� `� � rigf�t fo install and maintain necessary structures to the entity responsible for providing the services for which • 6.. Di'aincig� 8G utiiity ,e�asement. showr� on th+s, pfat s�pe�-�ceeds. �roi e & utii# epsement V �- c C�h the eQSernents are establ+sh�d. � created on the i�t recorded in 8k. 561, Pg. 208. y ��`6��� �y� � �J �� �� f ,� G�, �,�,. P ��,,,, �����P\��, ����� ,\ � ��'. ` i 7�26 Platt�d 9ddr�s�.. , � �� S � �� _ _ A.D., 1996. � � . ����` � ���,�.'�� s� �s ?.� �xecuted this Y________ day of _ � ____.�____----- � � � .��� r '' /� �,`�JP�/ � ��+ 'L��O'�� � �i � � �� g3 O ..2 OWNER: Buffehr C�eek Partners ' , ,� / �� s� , N6� C� �.� a Colorado limited partnership . ��... ,/ ��� ;.--_-_._ �� 2�j 6;` � � � P.O. Bpx 10�5 ; i ,� i� � �t,�.�� � �y1�-3°`� � ,�1. �� ��, y� /�� SF, �� �� Va il, CO 81658 � ' � �" �`P�- � `' � � d' �,' �,n B Zneimer Com an {nc., enerai artner _ . �� , � ` / /�� � ��QAG /i� �h o�1 , � y: � P Y� 9 P SIT� ��a, '° � ` � / /�� /� �\�P¢� /��� �� '�N�• .•p � B -----------------:--- � , : . � / � � ,v. � y: �,5► . r �- � �P � �/ ` �, Nc� �''s �� Edward J. Zneirner, P�esident . . . : ,. ,`� , , � ' v w., � "�' �-� ,� ►� � -�i„� O � STATE OF CQLORADO � . � � � � `� ,- i h/� > �.� � � )ss. � .. � '�, �'``: �' ��� ��� OPEN SPACE � � c;0UN1Y t�F EAGLE ) � � `�; /�� ``�..��� �� a� J''� ____ '� / � �� � � � �� � - �, CS� e foreg�ing Certificate of Dedication and Ownership was acknowledged before me this _ day of �� �o ��°�, °�,,, � ____ .___ , 1996 by Edward J. �neimer as President of Zneimer Company, 1nc., general partnEr of � ��,� �'S• �� �_ a�. ,��,Si�F- �`� ,,.� � �� x" • ' --�. ' l affehr Greek Partners, o Colorado limited partnership. � � � i� `L �`L ��` ,a f . , 4 N.T.�.. ' ' � � �, ,;Lti �� �'S`L �.�;'� /� \ J, % _ ._ _._.__ : .� � vK�qtY tAM � .� � / _� _ �,� �p'�� \�'� � My Commission expires _ i � � � - ---- • , � . -----_���.,_-- -: `� � / '� �`'� � / � �'�� ,.- ., 6�•� i"'� �✓ WITNESS m hand and official sea( ----_-�- � ra , � , ,� � / o y . -��. r�o i i' � /�i �69�� �� 9��/�,! �,p' �� \: � ;; �Yr ,� . o �,� �5 QE , �� ��' �G addr�ss------_________ � � , � �6 ��O s�' �. � __.__---- "" .cn / . WEST.YAN. : �� t \�.. i� �h � �� N6��N,'JF- �s �a' . ar tt��Artc� �� ,' � ��l OPEN SP/��� ;�NG� �'�"'-•-,, ��° �E ^ .., ��� ,� /� N \� r� ,,� � 0v�,p �, .� $�� .,� \ �,��5.9� \s� ' MORTGAGE�: FirstBank of Avon G �� j ,c�ti�' \ � 1 � � �� � � `�' s��� N�2�0� ��� 001 1 W. Beaver Creek Blvd. ��' �,� / � ° � ��JN� , �� y3 � a\o Avon, CO 81620 � � / t /1 i \` //�c-- �p '� � � (�l� N O � 1�0 �OUTSID£ FACE �F EXISTING BUlLf?1NG WALL �� �..�` 'O �� � ' - , / � ` . ��/ ` ' ��� gti�o t" � �! z \�a LV I � o ��. i Attest b� ----------�___ , � \� , � /' ------- �E //,� 9 j/,����p� nc� � �► '1c�0,��y1��i, ��� � 0.954 ACftES `•� 1�� i -------___ .Q�,�9 �� q,,� /� \ �, 2N -_..� �h \�: o �726 96' �� STATE 0� _ --) � �y'�1 �� ���/ \ cP, �'' � � � � ' , : 3fl.� 0�1 �i �� ' � G �* \ PRIVATE SECONO ORIVE � p' o $ � 'L1 p � O� COUNTl� OF »_._--------� SS G�' f�i //�'� .� � \ � �� \ \ `L3. _°' •� �i �b9' �Q ��ti ' � �, - � c� � The fQregoing instrument was acknowledged before me !- / � `� ' OP�N SPACE � __ --_-_ , � , �' OPE{�t�SPACE �� �`'°` ' ` � 1 v 1 1\� � � � __ ------------ � ^.• �'' �+� ;'� �- `�c�• .� �� asSPresident a ad yby f_________�___,A-D-,^1996, by _ y • `�� � � '� � �. . � �� '��� \ ��36��9 of Vaif a Coiorado Cor oration: - as Secretar of FirstBank �i �r �, g''�j \ � � .- � � 56'1 � � � '� � . / ' � ��'/ �• \ 5' •- � � � ' . p �. �,4,�' /� f/� r ,y��F�i �,. ��csb �`-' 30� �� .-�� Y Commission expires ____ .� \ � .. � : �. ���ow ,� % � ��`,, � ���^ � �, � /' �� ------ . , . . v '. � �/ ! ✓ ; �, l o , � ?�, k � � �� •-� WITNESS y hand and offiiciai seal. fi \ � m -L 4 � J ,��F /� f � � o,• ,� `�' \\ AP� ��t'� �� �d-�� ��� ---___.,�_--_—_----- b a �, w� � ✓ �' `� �� � 7R��� �-� � , ________-�--------- tF � �, /, � � �l• �i>, \S ��`i,^,�^b<� �_�e �"�;�(r1 .-�� N.otary Public � � �,��'�'��� i. � j/ ti ��\ � ,77� �C��s D��6�:��� [�Lr��sCv'if��l��,�RD �� .- � � , OPEN S CE ��� � p�'P4,9� 1 p� /, Q/ `4tS• � � /�_,.� � 6�• � 1 �,�`�' � �.^� �/ o,'/ �° L�� 7 <� � r LAl°�..��/�► ,Q �� � ,: ��._.:_ ' Q� / ,���� `'' 0.082 P,CR�S \ cf�� i� � . , i L� �� ��. ` j /r ` � ��� 1730 �,^� ! \� '� PL1�NN�R: �� �' / � �- � � � � �� w�`" ! . �� �� 6, 'k � ,�.,,, � J � f I` �' � OI�TSID�fkGE OF EXISTING 9UlLD1NC WALL � \�tiA l -' i� . M a� j ` /� Q��-� % ' ��/ /ryo - 5�.�!E �� ��cs- OPEN�SPACE ���' �8� � I *' '"' - 1 � � � � tiry� � o oQ��� �'. ! �--' �:�" ZQNII�IG AQMINISTRATOR CERTIFICATE .z + �i �,� r ! �� 2 � �w.,� 1 � � �� 5 j � �h� \�"� `j �� ^� �s,g• ^ � �j� �'� � �,,i'� This finol . pl�t is hereby approved by the Town of Vail Zoning Adrninistratar this ____._ day of _____-- -_• /f �' J � � � �.�� � �/ ; � �/ � �! �-�� A.D., 1996. , ; � � �,^� l ��f . '� ��'i.w �-� � ,� �� �...-' S1IRVEYOR'S CERTIFfC�►TE � �� , __ �v X� . \,� � � � �, 7�� � �° ?o. �lo`O °- �`��o, 2/ �/ __________________ � _______-�____------- �a i � ; � b��. � � %. ��' � ''• � 1 � � 1,� �� ! / o, �6q�' I, Kendrick E: � � ° ter ebycor�ct andt com lete Ras I la d�out a,� pl tt d,y dedicpt d dand dshown he eon,f th t su�ch �awn Cierk Loning Administrator � ,'' :/I \ �� �aF �Q�. �'� / � � ��. 65 q�'� of Colorado, at t as Plat is u , P Town of Vail, Colorado Town of Vail, Colorado C�� � ', / �� f OPEN SPACE � �� / lat was e from an flccurate survey of said proper�y by me and under my supervision and cor�ectly sMows the t^ � � 4, , , "8� / �' i ocqtio d dimensions of the lots, easements cand streets of said subdivision as the same are stc�ked upon the ground , , ,i' 9 � ,� � CER'�FlCATE OF TAXES PAiD ' ��. �' . �! .��/q � ��' /���-� � / in liance with applicable regulations governing the subdivision of land. -.� � f o�� .�� rn� , � �,, q� /� � � ��_ doy Qf ---��_ ____—_____, p•.1�., 1996. f, the Urdi;rsigned, do h��e'by czrtify that the ent�re omount of taxes and osse�sments due and poyabie �s nf y ; �� , .� f/ � � � IN WITNESS thereof I h:ave set my hand and seaf t�-,is _ ._..__ '� __________._______ � - upon ail parcels of real estate described on this Plaf nre paid in ful4. . �� �a C.� � �.�:. , � N���y� OPEN,/SPACE �' ' . _ . . ,- � .� �. = D 199 6 - __ _ _ ____T�-___- ,. ,� ��� �"�� __ da of ____ � A. ., . ' '� Dcated this ______ y � � �s-\ � .. ���� __ -.-.����_ _ ��=� ..,,����.. ____________ � - �! � ,��.�. � . t3`a �i ----------_....r-��,__� ----------- 1 i� � �. � � � Kendnck �. Neubecker � �a`R*��� �. f�'��;�.�`� /' � �� G� ���� COL�RADO LAt�D SURV�`t'OR N0. 243�5 ' � / �-- � �� •`;'° fc�: �: � , / � v� :� �r �_, r, Treasurer of Eagle County ��.- v� �� ���...1 �Q � r, / � ,r a,�, � � 5 ' �-�� �o: � . `.' � . .- � : - - . �: ; CLERK AND R�C(�ROER'S CERTIFlCATE , � i � � � , .- , g �s .��. °,. ,, ,.. ��, .� '� ,�`��; i- ;�� � C'� •�a♦ GJ � � , ' . � ��.. 1 .��' . . .. � � .. � . . � . - . . �/'�,/� � '- . � �\(1�Y � . . . . .�'��ti� � L�F����';rA , � —_..,--�---'^— � ._. _..—...__...,�_.--s . ' �`� '�� rr£AS���vr This Plat wus filed for record ir� the office of the C1erk and Recorder nt __ o'clock _ __, on this ' � �� � �"'�! ��-�- ����� 1 ______�.____------ dny of ___ _ __, A.D., 1996, and is duly recorded in Book _ � __, - � � . . �� � �QO TITLE CERTiF'iCATE �pg� ________. ______-�-----------_____ �� Clerk and Recorder } . ,� .. . t , . �� -- o _ S66 I , �.- 1.1�ND TITLE GUARAN�EE C�M!'ANY does hereby certify that the title to ati lands shown upon this plat hqve been examined A� � `` I , . . ��-' and is ve�ted in �uffehr Cre�k 1?artners, and that tit►e to such iands is free and clear of all fiens and encumberances, gy; _____ __________________-__-_-__-- � , � � . ., , �.:-' except os fo11ows: p puty , .. 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Y- -�3��; �'� � �°' � tit .��� 8.89 _ ��` ��,� � � .� � i � ����k / COVER). PLACE GROUTE _ �:� ��,- � � �� h ° ,� ° � �,,� �� � ��: � � �.,� ,�.� �: � , �a � � � A Boulder Reta(ning m Z: 1 Max 51ope � � �-�'�� � .��,�r�a � �, 3�� � r��� � ,�. � / RIP—RAP ON PROPOSED 1 /2: 1 , . � �� ' , � � -�8206. 05 �., � ��`�:�'�u� �;� ;w ` �, ���'y �..� �- �', .��`,������ ----------------• ExlSting Gontour l.ine ,��` � - �����. � � .�����,�,� �� �� � 5 = - / SLOPE AT UPHILL INVERT�. 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Ninebark Ro�ky banks�wood5 5 Gal. / � � �'l ,�` � �'� � ' � •� ,�-' �, � � ^ � . , � i + E�j r� Juniperus 5abina 5preading Junipers 5un to 5hade / ,, �� %� �' . � �' / =� � � ,.,�� �:� '' ,.� ��, 'i� �.Jmpho�ar(pos Gommon Snou�berry - — �� � � -'�l � ,� ' :�':-� - ! .i � i A�us / I ,,� ,, ,, ,� ��-►�i►��, iN r�-����,�- � � � ,.- �%' � �l , , = ' -�'� i - . � � �,.� �,,,�� �.��,�-�I��-�.� �' � -� �,' . ,"%' •-�'� .- � � ' � Souider Retalning c� �:1 Max 51ope �11�C�� �l��Y,�TIONS . , .-! � .� i•� I 1� '-`'�"' �"'i' �� ���,�,�U��'��r� `� ,� =- " / � �� i � .�-'' •---=----------� • Fxisting Gontour Line PLAN NOTES: Stl[tT TITLt - RIDGE EXISTING GC2ADE PROP05ED RIDGE BUILDING HEIGHT ��I I�� '"�h-�..'' ;r.�r�(�--"�j�--� 1--�.1��,J,LS:r � ,!'� . .''9 ; ='� � / � ' � .� �r' � � � i�- 0 2 3 5 - 3 24 - 3 � _ _ __ __ _i _� � � `/ �` . -' ✓ � , % � Proposed Gontour Line 1. Verify all contour and grading informatfon. Owner to S I T t c� G ft A D I f i G 2 2 1 3'- 6" �4�'- 3" 2 q'- 9" � �� � ,�� ,� �- �� • � ,�- b e n o t i f(e d o f s u b a t a n t t a l�h a n g e s I n t h e p r o p o s e d , .� -' - � '` U'nLt'TY LOGA11oNr grading plan. 1 ��I 1 3 �17'- 6" 250'- 3" 32'- 9' � !� :� / f - � � �, .�..�- ' ,r 2. P�II utnity locatfona to be verlfied with ea�h 4 �28'- 6" 250'- 3" 2�'- q" ��`-'--'\ .� � �- f .- ��-''� W Water 5ervf�e munfctpality. Gontractor to determine most efficient D A T t : + 5 232'- 3" 246'- o" 1 3'- 9" ' c-,,r,,.,! ,i . / � , � - locatfon of ifnes for each service. Depth and slope � +'�-�� � "�'� ; � —E Electri�ai�ervice of�ines to be per�ode. SCALt � • '" � 6 229'- q" 24a' - 6° � 8' - q° � � ���- ��""�=rt'--r°�' L.It�-�I� "�"�= �� `.� 5ewer 5erv�ce 3. Driveway to be a5phait over�ompacted road ba5e. DRAW11 �Y: '1 2 1 6' - 3" 240' - 3" 2�' - O" � -'_ --, - �,� • ;,� �->T�-�.��i--'�-� ���� "�� Remove top son as req,uired to assure 5table SPIttY't1UP1BtR:� a 222'- 3" �50'- 3" �8'- o° � � �' '�i h�-�I--�"1 i�.'T �-'P����I��-..,J�.; --G Gas Service GOndit10115 f01^dl^1VE!.�Jat�. � {�...�-� .:=���.: �-��-- �.:�'�- ���- ; �.a--� �UU h-+r��?�'"!�'h�(y j � � �,�,i}�� T Telephone 5erviLe 4. A�II di5turbed area5 to be revegltated with gra55 and � � � � �"� wi{dflower mix -� �:��a �c,�; v�,;7.��-�,�.a °�' -� t ,, -- . y <_ + ��I Y .` .. �. i 1 ✓ i r`..j .� � � ,� I , ' ' ' .+ � �, ' C\ � .. . . .. ...... . � . , ss.�__.,..._�..__� _'__.-___- _- --.'�_ _= r_ ___._._'-._�_.._._,.._._...�.,- - _- :_..��_v.. _�:_,�_.._�__._.,__._'__'—__ ___ ___' ' _ .�....�..o,.y.,,. --s�._.a�...._�__�.___^_�-.—_._--_�_-—.r_._'.__� __' —___'_'�.__A_' "w_._..--s. ....--�_— » _ ' ' _� � .. - , .._�z_.. ___..�...._.r_..=.'_-......___-.....�._ _-..�._�.�_.........�.._._� ' ...._..-..........._..�...�..-..._..,.u.......--......_.....,c.�-..--e...�._.-...._-... '.....-.:....,_.......-. y..-.--_..-.-' " _ '---_.......�......0 ...,. � . �� \. �� _..�,._...�..,._ - . - ; � � ...�,,,,.� i , - . . I �4�Pl�� . � Ed�vards Business Center\P.O. Box 97 — —— = Edwards, CO 81632 ENGINEERING INC pH: (970) 926-3373 FAX: (970) 926-3390 L�TTER OF TRANSMITTAL: To: ;,�/�-1 L � TLc'���i Date: � — �3 �' ��o Job No: 3ob Title: �i✓tS[�fn2- ���.- Attri: r G- 1=c We are sending the follo`�ving items: ttached u�der separate cover via ���-• �_.-�' shop dra�vin�s reproduct' ions � originals specificiations copy of letter change order samples other COPIES DESCRIPTION DATE �i �- �h����nJu- Co c_�-�r-ro�.�r aG ��is�`r nJG- � � r�c* r� -f"�f�c,r" � �C�rl fv� �x� c-3�-t.r,�3t7rslrsto� These are transmitted: for approval as requested reviewed for your use . .for review and comment for your r -- after loan to use ot��, Remarks: !� dv r- /� i r-r- .s' c�. � - _ ._ �- -� � � ,�/��7 � Copies to: . �t' ` �, .i r�' � �- -- _ �--s Sianed: _ � =-- � �- ��?..� �� �_; � �-�� � � �� � � ..�' � r���«' , , �a � .�r� � � ,% . �`�' ,�"y� l ,�V'' ��-r- . 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