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HomeMy WebLinkAboutBighorn 3rd Addition Block 9 Lot 9.PDF� "�+i�'+/LuGl �n:j,� ae0eeee Mot�oE + PIEWELL PAGE �01/06"` � , ,, ''� �} i! — , Monroe & Newell Emgineers, Inc. 70 Bench�mark Road,Suite 204,PO Box 1597 •A,von,Colorado 81620 970/949-7768 970/949-4054 Fax E-mail : avonc�monroe-newell www.monroe-newell.com FACSIMILE TRANSMITTAL LETTER �j CJP � llate. � 'LJ• o, Pages (a�clttding transmittal). � A,ttention V�1 QC'�C� ' co�P��� k I��-L Go � Tlq � G . Telephone _�`'�0 2 S � Telephone Fax O � Z.• �Fax From Subject �P��� ��-� Frvject# Messa;e ��'���"T}n ��G1.�'�� ; C� Epo Q. ,��1 � c�-r�.�.-�-- -- P��.s � ����1 � I��"TV� C� o�.. �_ �.ti �a,�a �' � r. ��� � 1;,,C,_,�^ � 2007 �LwTINUM 'rn•�`YF f POl1J Gll O f � AIA GOI.OaAOo � If transmitta]�s not as indicated please notify sendez aes�t —�`VVV MONROE NEWE�L PAvE 02/06 �° - a . � - - y � . Vail l nlor<idn nenvzT ��lvradn Uillon, Calor��lp iJ1 .iV�onroe c4� Newell ;_�r :� .� EnG�n�4r�,jf1C s�� " �"�� =ooi riwr�NUw ihN A A C QO� o s � LORADO August 24, 2001 IGehl Constructzo�, Inc 4093 E. Spruce Way Suite 37 Vail, CO 81657 Re Stiuctural Observation at the Residence at 4145 B Spruce Way(M&N#5392) Gentlemen. Monroe &Newell Engineers,lnc. visited the residence at 4145 B Spntce Way on August 21, 2001. The purpose of the site visit was to determine the structural state of the entry floor framing. The floor fra�m�.ng had been damaged by a recent fire. Several floor joists and the floor sheathing had been burnt by a fire�ns�de the entry area floor space. The fire appeared to have been contained in a 10'-0 x 10'-0 floor space under an enhy closet and the closet wal.ls Smoke damage was visible throughout the residence and a fire alarm housimg�n the ceihng of the up�er level landing was partially melted. The�'ol�owmg sh�uctural items were noted: C O P�� 1 Thc structural floor sheat�uz�g and�loor�oxsts zn the axea of the bumt floor space were dam�aged ar�d need to be replaced. 2 The en�ty closet�ramtng was damaged by the fire It needs to be replaced. 3 The g�u-lam beam above the entry exhtbtted ba�steced lacquer and smoke stains. The str�ictural mtegnty of the beam did not appear to be damaged. 4 Drywall throughout the building was smoke stamed and probably was heated up by the fire I'he drywall's mtegrity of all spaces exposed to the fire cou�d be damaged by heat and should be replaced. In summary,we believe that the following structural repatrs should be made: ����� m�nroc-newE�� �om 70 B�n�t�rnlrk Kvad • �uicc 2p� • p O Box 7597 • Av�n, (,oloiado 81620 (�)7O1 qi�)-77(iR • FAXl47l11 444_QflSG . .,,,,.i y.,,,,,,,a,,.�,,..-.,;_.._,.,,.�i .,,,,. -- vv���°° MONROE NEWELL , PA�E 04/06 h S � � � I� 1 Monroe & Neweli Engineers, Inc. An Agreement for the Provision of Limited Professional Services Modified from document prepared by the Coalition of American Structural Engineers Monroe 8�Newell Engineers,Inc. Client: Kiehl Construction,Inc. PO Box 1597 4093 East Spruce Way,Suite 37 Avon CO 81620 Vail,CO 81657 Pro)ect #5392 Date: August 24,2001 Pro�ect Name. 41456 Spruce Way Location: Vad, Colorado � \ f�= � Scope of Services: � _�� _ � Structural report to assess fire damages to the structural frame and poss�ble repa�rs Fee Arrangement: Principals $ 140 00/hour Engmeer $ 85.00/hour Pro�ect Engineer $ 95.00/hour Technician $ 60 00/hour Speciai Conditions. Monroe& Newell Engineers, Inc. Accepted by(Client}• � ! - -_�. I i � •��" �Si Fl��� (signature) aoe) Hannes S aeh P E/Pnnc� al ���'� ���t-- (pnnted nameltitle) (pnnted name/title) I.J�S�d�rv ��s��t.���' (tor) Tha terms and conditions attached to this form are part of this agreement. - MuNKUE NEWELL .� PAGE 95/06 " � . � y ♦ � ♦ � Monroe & Newell Engineers, inc. r �,�4 � �� L' Terms and Conditions Monroe& fVeweil Eng�neers, Inc (MB�N)shafl perform the services outlined�n this agreement for the stated fee agreement Structural Engineering Services Monroe&Neweil Engmeers, Inc are structural engmeers w�1h profess�onal licenses and expert►se m that discipline. Services provided under this contract are limited to normal services associated with this discipline of engmeer�ng including design and/or observation of roof frammg systems, floor framing systems, and foundations. Specifically exc(uded from services within this contract are services normally provided by others including Mechanical, Electrical, Civil and Sods Engmeers,Archdects•Landscape Atch�tects; and Contractors Examples of these services typicaliy provided by others �nclude design and/or observation of pfumb�ng systems,heattng systems, lighting and power systems, utility services, road and driveways,over site stab�l�ty, roof and waterproof�ng, and exterior claddmg including wmdows Access to Site Unless othervvise stated, M&N will have access to the s�te for act�vit,es necessary for the performance of the services, M&N will take precaut�ons to mmim�ze damage due to these activities, but has not included �n the fee the cost of restoration of any resulting damage Fce 7he total fee, except stated lump sum,shall be understood t�be an estimate, based upon Scope of Serv�ces, and shall not be exceeded by more than ten percent,w�thout written approval of the Client. Where the fee arrangement is to be on an hourly bas�s, the rates shall be those that prevail at the t�me services are rendered B�Ilings/Payments Invoices w�ll be submitted monthry for serv�ces and reimbursable expenses and are due when rendered Invoice shall be considered PAST DUE if not paid withm 30 days after the invoice date and M&N may without waiv�ng any claim or nght against Cl,ent, and without I�abil�ty whatsoever to the Cl�ent, terminate the performance of the service Retainers shall be cred�ted on the final invoice A service charge will be charged at 1.5%(or the legal rate)per month on the unpaid balance In the event any portion or all of an account remains unpaid 90 days after billing, the Cl�ent shall pay cost of collect�on, mcluding reasonable attorney's fees. Indemnifications The Cfient shall indemn�fy and hold harmless M&N and all of�ts personnel from and against any and a!! Gaims,damages, losses and expenses (�nclud�ng reasonable attorneys'fees)arising out of or resulting from the performance of the services, prov�ded that any such cla�ms,damage, loss or expense is caused in whole or m part by the negligent act of omission,and/or strict liab�l�ty of the Client,anyone directly or indirectly employed by the Cl�ent(except M&N)or anyone for who's acts any of them may be liable. Hidden Condit�ons A structural condition is hidden if concealed by existmg�rnshes, by existing extenor grade,and/or by snow or is not capable of investigation by reasonable visual observation If M&N has reason to believe that such a condif�on may exist,the Cl�ent shall author�ze and pay for all costs associated with the�nvest�gation of such a condition and, if necessary,all costs necessary to correct said condition If(1)the Client fails to authonze such investigation or cor�echon after due notification,or(2)MB�N has no reason to believe that such a condition exists, the Client is responstble for all risks associated with this condition,and M&N shall not be responsible for the existmg condition nor any resulhng damages to persons or property Risk Allocatio� In recognit�on of the relative nsks, rewards and benef�is of the pro�ect to both the Client and M8�N, the risks have been allocated so that the Client agrees that, to the fullest extent permiited by law, M&N's total Irab�lity to the Client,for any and aIl in�ur�es,claims, losses,expenses,damages or claim expenses arising out of th�s agreement,from any cause or causes,shall not exceed the total amount of$15,000,the amount of the fee (whichever is 9reater)or other amount agreed upon when added under special conditions Such causes, mclude.but are not limited to M8N's negligence,errors,omissions,str�et hability,breach of contract or breach of warranty � , -�,�. � • ` e • , -- I�'�� 3E��Ii��'�1 t�ti.l 1�. 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QY..� ..................G�T�.�'/o-S°3 __ � � ....... ; ..... �' � .� , I ' � w W/ �M_� �, � � �� w ' . �`, ' , �'� �.'""�`%�� � ' � �t / +� ' � . . .. .. . , , �. •a M • ....��wr�.+.�....w�.w...�.�.... _ . / , ..... «�. .. .. . .«......... ... ....... ........ .... .......rr f�+'�,=• �'.�. ��'.�� r+.�� � � `�3"" i J , ,``�"�"""�� s, .�,� Y ..JAALQ.�l�Y/��� • 't''/' . •.....,..+......a _ . :'� �. �+�.r..�-.+.��w ' ..N 13�". � � Y ,„• ^f�� . . • � � , . ~+�: s;- �t �--�»,.,,,.�.. �-^-�:;� .: . " .., ,+ a � �' �z 1 ---,,.,,.�, .� . . , , • � i.� � • 1 � �$�!!~�� �'�''r � ' , . . .,,, .JI_,� �y..� . ..,.,.�. �,�� . ..��C:� —--.__.y... t """' � '� ' "� ....:�.��r�'iid� .'f�±e!�± ,�� +�' , �it /r ���i�' � ���;`�R�r�t .. �y 1�1p,�� • � • . r r WM r w.+r�+r.�.r � ' 3; , ' " . �..iyti•�t�. 'Mi R^�•""s'.-. . ��. H • _j�.T.����4�L77�;1/ � s � \i./ � , • r r' ' ,r •� . � � � . � r t . " .�� • � /�Ln- f� .,••r.. - � •.� •� 4 {. ,• �� .��lM:��MI,�� ��: _ j \ • i`�% ' + ~ 1 +<• ' . , , ' • . • , . . , ,� � �,�.. ;`,�.�, „4 � �',._ �, ......� . _....w... , _.."}.."#' Shset x ` . ' ' '� • + t . � • • .' I ' . . ' F ,:� .� tY � + �� . � i �" , � . , ; . 'H`... r. �•Y t +�.�...�4'�MI�^-�.*�.—�,.�.,�.....,......'.� . K�.S$,.K • � � � � Y� � + , • . . , � . • ,, . Ot �h�ote.' el'�� M " � ! 4 '.e,..� tA 1I t! MMtO ON NO IOOOH GLLA1lMNIT�t ...,....,,......�......-««..... .,_. ..r �, -��. , , ,� _ Y.... ��S ..� /;� �t � LOT 8 ' � � � � ; , � � t , � r � � � . Q ' N 43°36'Op " E � � " 64.6� �'''"_� p 163 Ig ' NORTH ' 0 � o � � n i � � � / � -- / / / 2 �/ //^\ � � o � � � I wti � �/ -� � � `�S, /� DECK �?, O r wti� � .� � `,Fi, � 3 � �/ Z �' PEAK EL =84795 � O � I ` � O I � SLAB EL = 84400 _ � ,,, Q N ~—I FLAT ROOF EL = 8469 8 /, � Y � � I � � � � � �0• � FLAT ROOF EL=8472 8 � Z �♦ ,�� � r � \� ' � W �� DUPLEX � U y � N � \�� EAVE EL = � � --.� 8473 2 � Q � � j PEAK EL =8480 I� 0 , o � � � y LOT 9 —.J I co d r � 4 0� , - 0.4525 AC � � r_.� J � - -. _ _ . _� _ �__ � � m � � " I�PBOOffiYi LOCAiI011 CYQiI�ICAiB L— FLAT ROOF EL =8472 8 ,,_ � 20 ' � _ � 1Ai 9, BLOCt 9� BI�OBN SOBDIYISIW lHI�D ADDIifOi �lR6DBD PLAi, � SLA B E L = 8440 0 i2 s ' ACCOBDIYG ?0 iHB IIBC08D8D PLAt '!H&YEOF, 0001TY OF Bs6LB, SiAiB OF ✓` � ~ 1 I � FLAT ROOF EL =8469 8 ���• L � � • I 6ereb� certifp thet t6is Iiprore�ent Location CerLificate was � .� � prepared for R.6. �likYel, thnt it�is not a land enrvey plat or ° i'prove�ent anrvey plat, dnd thet it is not to be relied apon for tse DECK/STAIR / � o ( eatablishaent of fence, bnilding, or other fntn�e i�prove�ent linea. OVERHANGS I � ( _ I fnrt6er certifp that the i�proveunta on the �bove deecribed patcel � DECK � � on thia date, darch 15,,1994, e:cept ntility comectiona, are ' � I � entirelp rithin the bouridaries of t�e parcel ea�ept as ahorn, that �. - I � tbere ere no encroac�a npoa the deecribed p*e�iaes by N. � I __� i�proveunts on any adjoining preriaea, e:cept ia indicated, and that � `--— — tDere are no apparent evidence o£ any enae�ent orosaing or bnrdening 23 0' any part af said par�el, eacept as noted. ti �� ., ''r� � ` � �,'j`,��� . ., � ~ � C � f ��-� ?` , y �.. 11 '��r� _ '� � ' � • Date t,eland Lechner P.L.S. 23506_ ���' � ��" � �, W - e r� - � �� 199.20 ' ' � _ : ..y. •_��;,,� 1 S 38°45 57 W _ , _ __ _ , _ _ _. •., ,� , ,�,, , 8otee: 1� Onl' platted eaeeientq are ahorn. � 2) !he roaf elevations shox� nre to pl�ood aheeting end building ��1'�`, � di�ensiona ehovn are to concrete foundation ontline. _ 3) Blevations are baaed on seMer line asbnilts (OBYSD) LOT 10 y - - - 110tE: According to Coiorado Iar, �on �uat ceuence nnl legal nction � SCALE: (��_10� APF'ROVED BY: DRAWN BY , baeed vpon anr defect in this certificate �ft6in t�ree yaara after , �on fzrat diecover ench defect. Ia no erent an� �ny ectian baeed npon DATE: 3/16/94 REVISED � . any defect in this certificete bt corenced �ore thnn ten �enra fro� - I � `��� `v� � ,� - Lh� data af certification ahorn hereon. 1 u Lelnnd Lecbnar P.L.S.23586 Boz 3463, Vaf 1,_Co. t303a 9�9-5387 DRAWiNG NUMBER � _� _ _ " _ .__�.._. _. _,_. __ __ �__ - - ---- - ___ _ _. __ _ --- � �,�i ��t�,`.��� � �1��� �s x ss rn��m rn ?I NO.100011 CLEMPRIHT• _ , � - � . h. ' y , LOT 8 N 43°36'0p " E 64 6 0 163. 18 ' NORTH � o � � n / � / � / � / / / y , � I ��^� �o i � � � w'!, / ', ^ � � �`�S, /�/OECK � Q` � � I w� � � � , � 2Fi, � 3 � � 2 � I PEAK EL =84795 � �- � � � SLAB EL = 84400 /• � � Q a- � FLAT ROOF EL = 8469 8 .. � N � cP � i � , �_ � z �\ �� - � FLAT ROOF EL=8472 8 ��� � �� � • � � \ '{ w � � U � DUPLEX � 9 � �� � � �� EAV E E L = F � � � I 8473 2 � Z� � 1 PEAK EL =8480 � �-- � o t o � � LOT 9 N ° r—J I 4 0� , t0- 0 4525 AC ;� � � �� �— J � , � m - I � I�P804�9i LOCAiIO� CgP'fIiICAig \ �- FLAT ROOF EL =8472 8 ,' � 20 ' � � LOT 9, BIAC[ 9, BI�O� SOBDIYISI01 lHIBD ADDIif01 Al�Sl1DBD PLdi, � � SLAB EL = 84400 i2 a ' ACCOBDING ?0 iHB �COflD$D PLAi lHBYBOI, 0001if OF BAGLB, STAiB OF �- I � FLAT ROOF EL =8469 8 ���• L � � I hereb7 certify that this I�protennt Locntion Certificate ras � N I � o � prepared for 9.B. Nittel� that it is not a land aurvep plat or i�proveeent aurvep plat, and that it ia not to be reliad apon for the DECK/STAIR / � o � establis}uent of fence, bnilding, or other fntnre iiprove�ent Iines. OVERHANGS I o � I fnrther certify that the i�proveienta on the ibove deacribed parcel � DECK I on thia date, �arch 15, 199�, eacept ntility comectiona, are � � � entirelp rithin the bonridaries of t�e parcel ex�ept na sEorn, that � � � t6ere are no encroac6ieII�a npoa the deacribed preiises by N, I __J i�prove�ents on anp adjoining preiisea, except ie indicated, and that `--— there are no apparent evidence of any ease'ent �roaeing or bnrdening 23 0 ' anp part of said parcel, eacept as noted. �� , ,,,, O �, f�' � � ,°� J� ' � — — 3-�_f� �-� —�----- , _ Date Leland Le�haer P.L.S. 23506 ` � � S 38°45 � 57 �� W 199.20 � , ' . \ . Notee: 1} Only platted easeients; are ehorn. 2) She roof elevations shoxn are to plrood sheeting and building di�ensions shown are to concrete foundation oatline. M ' � 3} glevations are based on seMer line aebuilta (OBYSD} I�� LOT 10 Note: Accordiag to Colorado law, �on �uat couence anp legal action SCALE' f��_��' APPROVED BY: DRAWN BY baeed npon any defect in this certificate rithin three pears after yon first discover such defect. In no eveAt �ay nny action based npon DATE. 3/16/94 REVISED anp defect in this certificate be co�eenced iore t6an ten �eara fro� � � � ��/ � � the date of certification shoxa hereon. Leland Lechner F b.S.23506 Box 3l63, Yail, Co. (303) 9�9-5387 �' � , ����� ������ DRAWING NUMBER 78 X 24 PRINT'C-^�ON NO.t000H CLEARPRtNT• 1`—�^, a - — t — �.,.��..�„ �6 �� � , LOT 8 -' N 43°36'00 " E °•� ' 64.6' p �63• 18 ' NORTH co �� ° �n — � -- /�i � � --� \\1 // _._______ Z / � I �i�^�� ° -� ^ � p� �3 �/ Q ` � . S, /� DECK Q; � � - � � wti� � � � � � � 9�, � 3 � � � Z � PEAK EL. =94795 � O I },,, O I � SLAB EL =84400 Q N `� FLAT ROOF EL.= 8469 8 � � �� (D � 3 �" � � ` �O , �� � � z � ;� r C� � , � LLJ \� DUPLEX� � ,� � �\ � � \ , � � �� EAV E E L= I � � -J � � ^ ' 8473.2 � 2� � - (n � , v � `i. PEAK EL =8480.I� ,�� \ � � � �'_ n� , o I � LOT 9 = o � � � � r -� • � 4 0, , �0 0.4525 AC. � � `^' - �1 � J � W J� � � N �. J � � � '� � I � Il�BOPffi9r LOCAi10[ C�iIYICAig ~ � L � 20 ' � � � J� � � , � -- � LOT 9� B1ACI 9, BI690F8 SOBDIOISI09 THIYD ADDIiI09 A�%l1DHD PLAi� � �w �v � v -� ~ � s�Ae L.= 8440,o i2.a' ACCOfiDIN6 TO iHg �COflDSD PLAi T�YBOF, COOIii OF BA6LB, SiAiH OF �,� � N N ' N :� n I � FLAT OF EL.=8469� ���• � °c � °� � �1 L_� � � � � � I hareb� certifp that t6is Irpro�ennt Location Ccrtificate �aa �Z 3� � � � � prepared for fl.B. Nittel, that it is not a .and survep plat or � �� � o i�proveient anrve� plat, and that it ie not to be relied �pon for the � � DECK/STAIR / � o � eatablieEieat of fence� bnilding, or other fatnre i�provennt linee. � OVERHANGS I � I fnrther certif� tbat the i�prore�ente on t6e nbove deecri!�-a par�el � � DECK I on thia date, tlarch 15, 199�, e:cept ntilit1 connectiona, are � ' I � entirel� rithin the boaqdariea of the parce: e:cept ne eDmm, that � � � � � t6ere are no encroacl�dta npon t6e deecribsd pre�iees b� N, � � � __J itpro�e�enta on en� edjoining pre�ieee, ezc�pt es indicetea, and t6at `�= '--— — then are no apperent e�idence of en� eaee�tnt croeaing or bardening �+ _ 23.0' anr part of eeid parcel, except aa noted. , � ,.,,,, .,,,, � � .,. ,���^T '',, ;;�z r- J � � 1 �.� `��t t � 'o�'/' "c_�_� �� y� J - _ ' 3-rrlT �-.�l -�1—=- ��_ ,�: _ �.0 � � J Date Lelen� Lechner P.L.S. 2330E_ � ��'� :�, a� ` �_ �`'� ; ; ,, , .��;� 199.20 � �''�-,.. ''����1 � �' ��`'�` S 38°45 ' 5? " W �"' , „ '� � Notes: 1) Only platted eaae�enta are ahom. 2) The roaf elevations abo� are to pl�xood aheeting nnd bnilding dinneiona shovn are to concrete fonndation �utline. 3) Blevations are based on aerer line nsbnilta (OgYSD) �`,�----- _ - LOT 10 � Bote: bccording to Colorado lar, Tou �uat conence nnT legal action 5�`�E� I��=10' APPROVED BY: DRAWN BY based npon any defect in thia certificate Yithin tbree �enre after owTE: 3/16/94 Rev�seo , yon first diacover enc6 defect. In ao erent ia� nn� action baeed �pon any defect in this certificate be conenced �ore tDan ten �eare ftw� ` � - ' the date of certificntioa ahovn hereon. � � ����� ``� f � � ORAWiNG NUMBEIt i Leland Lechner P,b.S.23506 6ox 3�63, Vail, Co, (303) 949-5387 �,�, �'���� �, ��r, �� 7!X i� M�NRED ON NQo".^r'".�b'LEARPA.M• � � ____ — / , �,,-,,� , -�--' � � � , LOT 8 N 43°36'pp " E � 64,6' � 163 18 ' 0 NORT co 0 � � � � � /� \ / � /� / Z _ I �^� � � � � o —� � wti � ��� �' -� r� ° �s. ,� DECK \ �' _ o ,� _ � � w .� .. � �F -- 3 I � ''• � - I 2 p � PEAK EL. =84795 � �— � I � SLAB EL =84400 Q N ~I FLAT ROOF EL.= 8469.8 /I � � 0 1 � � I �� �_ � Z o, �` ,��o` � �� � � � W �� DUPLEX � � � q \ N � �� EAVE EL.= I � � � � 8473.2 � Z� O PEAK EL.=8480.I� O � ' as o _J - I � LOT 9 � � . � 4 0� � c°• 0.4525 AC. n T---1 J I � � m � Il��Oli�i�i LOCA�I01 CBP'fIFICIiB L � 2.0 ' - � LOi 9, BiACi 9, BI6HOBB SOBDIPISI06 ?HI�D ADtIiIOY Al�QDgD PLAi� � � SLQB EL.= 84400 i2.3' ACCOflDING TO ?H% P�COBD%D PLAS i�YBOF, 0001fi OF BA61,B� SiAiB OF � FLAT ROOF EL.=8469 8 COLOYAD(1. ` �---� ——� I N � I hereb� certify that thia l�prore�ent Location Certificate ree � o � prepared for fl.B. Nittel, tbet it ie not e land earre� plat or i�prove�ent enrre� plet, nnd tbet it ie not ta be relied �pon for the DECK/STAIR/ � � o � eetabliehient of fence, bnilding, or other fatnre iiproveaec� linea. OVERHANGS I o I I fnrther certif� thet t6e iipro�e�ente on the nbore deecribed pnrcel � � DECK I on t6ie date, tlerc6 15, 199�� except ntilit� eonnectione, nre O � I entirel� ritbin tEe boandariee of tbe percel etcept ne ehore, t6nt �' � I tbere ere no eacroec6i�e upon t6e deecribed pn�ieee h� N � __� i�pronuate on an� edjoining praieee, e:cept ee indiceted, and thnt � L__ — - 23.0' tbere ere no epperent erideace of en� eeee�ent croeeins or bnrdeeing ti en� pert of eaid parcel, except ee noted. , , .,,, . � � ����� ���� � � � `\`� _ ..0;`�l��%^ � - 3-r�1� �'.�==` „` `,�� = Dete Lelnad �echner P.L.S. 2�0�.� " ' S 0`� ��= _ - o - :4� ' S 38 45 57 W � '-,, ,�,,,;..,...••���;�,= \ o � �� 199.20 '��,,,,��,;L 1 ' .�,° _ , �,, ,�, , „ , Notee: 1) Only platted eaee�ent� are abovn. � 2) The roof elevationa ehoMn nre to plrrood a6eeting and bnilding diunaiona a6orn are to concrete fonndation ontline. �r�!� � LOT I O 3) Ble�ationa nre based on eerer line nabtiilte (OBVSD} ' Aote: According to Colorado lar, �on mat conence nn� legnl ection �`�E� I��=10, APPROVED BY: DRAWN BY baaed upon any defect in t6ie ¢ertificete rithio tbree �enre after pATE: 3/16/94 Ton firet diacover anc� defect. In no erent ia� en� action baeed apon REYISED nny defect in t�is certificate be conenced �ore tDen ten �eere fro� � � �:r��� `�� �'� � `' tbe dnte of certif icntion ebovn hereon. il � klnnd Lechner P.L.S.23506 Boa 3�63, Pail, Co. (343) 9�9-538T DRAWING NUMBER �.��t�i � 16•�O � 1t�2� MIKT[D ON NE� ::AOFI ClfallMYtR• ' / �.� ��. _ �,�.��,�.�.-.�..�,�, Notes: � _. TOPOGRAPHIC SURVrY 1) Elevations are based on the sewer manhole B-57.3 invert • elevation of 8419.3. ( UEVSD asbuilts) . An elevation wr�s � LOT 9, BLOCR 9, BIGHORN 3RD ADDITION transferred to the top nut of the fire hydrant at for � Eagle County, Colorado convenience. ,..��� �,,,,� � ,,,� I certify that this to ographic survey was derived from a � ,"�' A,^'�,'� '� _ P ;'� � ,��^,� At the time of the field survey, 3 feet of snow covered the � field survey under my direct supervision and that it is an : ��, .�,�,, �%. 4 ,_, .,��, : lot. Due to this snow cover, some topographic features may accurate representation of the topography on this date. � '��,`,;, ��;•. = have been hidden. NORTH ��/�'���/�� � �' � �', - r;�' -� Date z-�-93 .-� ° ^°°, `' � � �' = 2) According to Colorado law, you must commence �.ny legal : �,_ :� _ Leland Lechner P.L. S. 23506 l�`.';=�, ;��'� action based upon any defect in this certificate within - � - - -- -- - -- - ----- - - --- - - - '�,;�'���^,�..a�•-���;�`;�' three years afte^ you discover such defect. In no event may � FIRE HYDRANT �'��., , �>>L 1���' �.� any action based upon any defect in this certificate be TOP NUT E�EV = 'r,�i .�i�����"�' ` 42'TO SEWERI MH B_573 I � commenced more than ten years from the date of certificatian 8433 3 shown hereon. IL OT 8 ------ - --- -- - - -- -- ----------__ _ I N 43°36'00" E I 163, � 18 k 28 9� I I GAS VALVE 0 I � REDAR O I � u� ^ I 3 � I �� O � � d- v I � � y� r '� � z o Q �� � , Q Q, I � � Q � � � - 3� � o C G o W � o � � 0 0 �, o ' � I o � -� � � � � � , xz7o' � o o N - � �.�, , � X 0.4525 A m O � � � 26 9 I � � � IO I O � � O _ I O � O � I � N- aD o � I .�p O I � I O I � . O � INDICATES EVERGREEN TREE � rl � t 3 J ap TRUNK DRAWN TO SCALE o � a W O 0 oc I o ,� 0 wl 0 J n. _ � I ti o p � P W I ~ P �POWER LINE I � �POLE I ____ _ _ _ _ __ WITNESS COR ER � — j S01°49�05°W, 177 � o " 26� I CULVERT � � S 38°45� 57 ��W Q 199. 20� 2sax �" � I DECK I � � �� �vP�x. �s s�Ru� ��a� � � , I..dr q ��.tC Q Ftl�#�t 3rd �lA�t�, E7�L� cc�. CA�o . � II 1 APPROVED BY: ' SCALE: I -I O DRAWN BY L � I DATE: 2-6-93 REVISED � I �•�. ���hC�..+"r �(��T � ------- - ------- - —--- — - - - � •� ' � ► L 0 T I 0 �a �x G o \ll4�it- � $t 65 g �3- 4 �•�� D U P L E X DRAW ING NU MBER Leland Lechner P. L. S. Box 3463, Vail, Colorado � 949-5387) �', � BH399 76%24 PRINTEO ON NO 7000H CLEARPAINT• / . / �.� ��. _ �,�.��,�.�.-.�..�,�, Notes: � _. TOPOGRAPHIC SURVrY 1) Elevations are based on the sewer manhole B-57.3 invert • elevation of 8419.3. ( UEVSD asbuilts) . An elevation wr�s � LOT 9, BLOCR 9, BIGHORN 3RD ADDITION transferred to the top nut of the fire hydrant at for � Eagle County, Colorado convenience. ,..��� �,,,,� � ,,,� I certify that this to ographic survey was derived from a � ,"�' A,^'�,'� '� _ P ;'� � ,��^,� At the time of the field survey, 3 feet of snow covered the � field survey under my direct supervision and that it is an : ��, .�,�,, �%. 4 ,_, .,��, : lot. Due to this snow cover, some topographic features may accurate representation of the topography on this date. � '��,`,;, ��;•. = have been hidden. NORTH ��/�'���/�� � �' � �', - r;�' -� Date z-�-93 .-� ° ^°°, `' � � �' = 2) According to Colorado law, you must commence �.ny legal : �,_ :� _ Leland Lechner P.L. S. 23506 l�`.';=�, ;��'� action based upon any defect in this certificate within - � - - -- -- - -- - ----- - - --- - - - '�,;�'���^,�..a�•-���;�`;�' three years afte^ you discover such defect. In no event may � FIRE HYDRANT �'��., , �>>L 1���' �.� any action based upon any defect in this certificate be TOP NUT E�EV = 'r,�i .�i�����"�' ` 42'TO SEWERI MH B_573 I � commenced more than ten years from the date of certificatian 8433 3 shown hereon. IL OT 8 ------ - --- -- - - -- -- ----------__ _ I N 43°36'00" E I 163, � 18 k 28 9� I I GAS VALVE 0 I � REDAR O I � u� ^ I 3 � I �� O � � d- v I � � y� r '� � z o Q �� � , Q Q, I � � Q � � � - 3� � o C G o W � o � � 0 0 �, o ' � I o � -� � � � � � , xz7o' � o o N - � �.�, , � X 0.4525 A m O � � � 26 9 I � � � IO I O � � O _ I O � O � I � N- aD o � I .�p O I � I O I � . O � INDICATES EVERGREEN TREE � rl � t 3 J ap TRUNK DRAWN TO SCALE o � a W O 0 oc I o ,� 0 wl 0 J n. _ � I ti o p � P W I ~ P �POWER LINE I � �POLE I ____ _ _ _ _ __ WITNESS COR ER � — j S01°49�05°W, 177 � o " 26� I CULVERT � � S 38°45� 57 ��W Q 199. 20� 2sax �" � I DECK I � � �� �vP�x. �s s�Ru� ��a� � � , I..dr q ��.tC Q Ftl�#�t 3rd �lA�t�, E7�L� cc�. CA�o . � II 1 APPROVED BY: ' SCALE: I -I O DRAWN BY L � I DATE: 2-6-93 REVISED � I �•�. ���hC�..+"r �(��T � ------- - ------- - —--- — - - - � •� ' � ► L 0 T I 0 �a �x G o \ll4�it- � $t 65 g �3- 4 �•�� D U P L E X DRAW ING NU MBER Leland Lechner P. L. S. Box 3463, Vail, Colorado � 949-5387) �', � BH399 76%24 PRINTEO ON NO 7000H CLEARPAINT• / . /