Loading...
HomeMy WebLinkAboutB06-0158 plans� � � � � i � � � � Lots 1�, 1 1, 12, Vail Village West, Filir�g Na. 1 Par�el no: � 1 �312312�51 1772 Alpir�e C�rive Vail, �t� 81 �57 �► .�► � i► ,rr► � �i : � � � � � � • • : � " '� :• �! � � • : . ! " �• � � � ♦ ii� �• _ �# � � � a ♦ � + � � � � � � � � + � � . � i � ���� ����������� ����► ♦ � ' i : +� � � i: . ,,,� • � i � i � i +� • i .,. . . ��� � .... ` +! # r"` �., � " ! � � i • � � ii! � ' �►+�- #a�► � � i � r` * � � � � ♦ / / � � � � s i� � � � � • � i i � � � � � ! � � ` � � � � � •'"'' � +�if�� �� � � � � � � M � � � +� � ��� ��� G1.C.� . ♦ . ,�2.1 �2.2 ,�2.3 ,�2.4 ,�2.5 ,�3.1 �3.2 ,�3.� ,��.4 ,��.5 �1 �� �� � • �� ""�T I1'�l��:X •rII «.♦ .♦ ' '" � • • • • ♦ • � .i ♦ : I . .�� . " "�' . r I � I � � �I - : :. , . � . „ ,. _ _ .. -„ � � � � � ♦' � r r ,I � � I ♦ I •• •� •• • ♦ r r -.. - . NQrth �levatian �torth �levation �te5t �leVatian �outh �IeY�tion �a5t �levatir�n '' ♦ I " I '' M • • /.. ♦ ! . t I " • I . ♦ ". .. s i � r► � � r► •I' ♦• s ♦ '� w � • ♦ .r � � � ♦ • i I M" i r �/ � ' r► � � � �� � a � � � � � • � � .. � � .. � � � � • • i � i � . i .� ,. • � , i" � iif� � �i► � � � ��_ , �III � � t� � � � �. ,� � � � � i � � � s � �./ 1 �� 1 � � krf � VuI IV V�� �V V ir.I' �� � �� f �,��x � � � � � � � � �,� � ' �«��� � ����� � �- p o0 0 ,�. � • —•— cu co p � c� � �p��� �.L �� ��� � � °� ° � a � � � �� v� � (� �-. � � . �' � c.� ___� '� � _ � � � `� .� � �� �� � � � �� � � � � �� �� �- � } � ��`.�`.'.��.:., � �V �,�� �� , � �� � « . � . , � � , :L i . .„ � ' � � � , �� . ; i � t • � s! �i .. , , �.. � i i � ,� � � r � w—: • • � �� ♦ ♦ s r-- - • - ...- .. �. ,�r�p number: o�c�� � L?I^�U1rt by: . mpp �—_ Ghe�ked,by: f �M---- L�rawing iitle: �� a . a In� ``�. � •°° c�w cwr L3 pw t Q �� a� � a.�a u�/rwws. � ,r� E1.E � �we Wmwwr � m� tSr uu�+oi.e {s�xy w u�r.r 0 r�sru. (s�o►�.? pd v�u.v p v�sru. tc�m pQ v�u.v Y! ru� siur-otF euanw� _. ._... ._.. _.. oeac o�-r �t o�a�w ta+�to a� raoPEa . . t�i �i / / _ � / 8025.6 :t • 8026.2 � � g, � � ` ��,,'" NQ7ES: i) DATE OF TOF 2) BAS1S OF EL a) rvo�tc�. Acc+ aEF�cr i� rx�s MF�Y ANY ACTit�h FROM THE DATE 4) THE BOUNQA PLAT �OR i'HE : URQER Na. V50i 5) VERIFY CURR SU{7VEYOR`S GE i, s,�u�t ti. E o� co�ar�oa, SUPERVISIQN, � s�r�u�� N. E�i CQLQRADt7 P.�. FOR AND QN BEHA�� 4F GQRE RANGE SURVEYiNG LLC n �o ���� d� . �v'wa°o_ G 1_ J r.� .�5.`� .-"'�'"'�� i . . � � r �L $053.4 I�ip PIN AND CAP N0, 34091 �$�� « s � a W U1 O O . LT t� '�' .-. � 4l�� w.' � � "'� Q cO � J �� � � � � „'- � h0�. � � Q��t' � •'�' �] � ^ � � � � � � � a: Q �. Ly.. � � V � � � �1 'r' a � � � � � � � 4 � � � � � • , � � � � fl '� 0 r.. � � �' �,1. o � � � � � � � � � W Q Q � Q � W � '� � � � m �4 • � � � � Q U � � '`` SCAI.E: 1" _ ' � — -- --------° � 7� �RAPHI� �CALE ,4 2n 44 SET No, 5 REBAR WITH ALUM. CAF, t..S. Na. 30091 � { IN F'EET ) 1 ir►rh � 2{,� ft, CURVE A RADIUS = 1Q8.99' DELTA = 17'S9'16" ARG = 34.223 TANGENT = 17.25' CHORD = 34.os' BRG = N53`33'08"E 80 SITE 1 ��g RADIUS = 108,99' DELTA = 12�44'47" ARC = 24.24' TANGEN7 = 12.17' CHORD = 24.20' BRG = N38'11'06"E RADlUS = 1 t�8.99' ���TA = �o+��'o�� {c��c.) o�L�rA = �a•a��'��� ��EC. p�aT� a�c = �s.4s' ���a�c.} ARC = 58.52' �REC. PLAT} TANGENT = 29�95' CHCiRD = 5�i.�?' BRG = N47"! Q'44�'E � 1 L.AND USE SUMMARY PARCEC. AREA USE ADDRESS LOT 10 0.272 AC. SWGLE FAMILY RESID�NCE 1772 ALPINE DRIVE LOT 11 Q.272 AC. StNCaLE FAMI�Y RESIDENCE 1778 ALPINE DRIVE LOT 12 d.272 AC, StNGLE FAMI�Y RESIDENCE 1788 ALPINE DRfVE (TC}TAL} d.816 AC. / SET Na. 5 REBAR WITN � ALUM. CAP, L,S. h1o. 30091 ��Z � � �r ��� S�, �Q si� o� eF � � 3 � �8'�,� ��`"�s� o '�r! ?4 s u � ACCESS EASEMENT �,�`�° o A, ` � ��R{�SS—HATCHEQ AREA) , `� � �"'~�.. FOUN� PLAIN No. 4 REBAR � � � �.��'''� REPLAGEQ W{`fH No. 5 REBAR -�� 1 �� - AND ALUM. CAP, l..S. No. 30091 / a ` � �� �, •�� ` Zry SET No. 5 REBAR�A+lTN ALUM. CAP, i�.S. No. 3009i �}�'� r ��` ,� �,�' . � 1 � .�.-,,�--�--�r',�--�--�,--� . '�� � ` ' , f�" � / ,.� °.�� ��'L� \ EASEMENT �INE VACATED / ��'�1 � � �' ��•�C3 f�� � 1 �2��2.2.,�'.- ` � � ��, � 8Y iNIS P�AT . G��} � 2 �l . `�''� \ v: s � �� ''� j ��'Gp� 4 EASEMENT LINE CREATED f --► 15.00' BYTHSP T ' SETBACK t�INE VACATEp \�`L ' C LA t ��',�1�� r�`�, �`j' �'�JO' BY THIS PLAT � � � � � ' � � � -''\ �� SETBACK LINE CREATED �'`� 1 f \ ,,.+° BY THIS PLAT � cP . �,1�k,�-.- ` ; �°� ° ` `�'� �� �.UT 1 {� � � ; � �� �,;.r' \ ,��;�� � � \ ` � � � Q.272 ACRES . ; ' ���;�� � ,,.'''\ � '�� , � t 1772 ALPINE DRIVE " t3 1 � 1 � � ..- �� "'v*.l � 1 � oi \ ��� , � � • : � � � % 4 INDEC,4TES BUILDING SETBACK 4 \� Lt�T 11 �� � l • I ��° � l � � -�� � o.27z �c��s �� 1 '� s �:. - � �� l 7778 ALPINE DR1VE � "`�.�„ � e � � ,� ` Lt�T 1 � �� �� � . . � ° . "�, � °�.`�. � «� , � � d- \ g�° ..---° a �. N -• .,,� o 0.272 ACRES � � a �` ��'�°, ^.. �. :— ���. 1788 ALPINE DRIVE . . . � ` . . '� ` �' � °' .�.. � r��{y �'° •,,. V�? �%„ � �,,. . � �' c� Q�` �- . � �.,,,,� . . -°' ..,.` ~` ``' -•.. � �� 6?' '`" -e �'ts?.y � � . • \� `` -�, � ~� � `` '�'`'- ,�. �, ,,,. ,�, `` `., `'' .. � � � LIMIT �F D1STCIRBAN�E � ° ,.," ~ °- .,��`'�.., �,,, � °�. ,,� � . '�. ,,,` "` ,� �. �.. ^ . � ,,� � ,,,r � `� �.. � �" ^.' „y. •,� \ �. �s�'� ,'�• � 5' UTCLITY ANL� DRAi(VA6E EASEMENT `` �CJT 13 �� � `�~�,. ° � �.. �'s� °� � �. �... � -�, �. �.. � .,, � � � r�g �� � � � _ i_ _ _ _ _ _-~�. - - �'� ..., ` � o. ,� �� �. cn � `' ,�. 4� `' �.. _� E't�UND PLAIN No. 4 REBAR `� ° ''`'", �'~ ``, REPLACED WITH No, 5 REBAR °- '`, , AND ALUM. CAP, L.S, Na 30091 � 154.$3' �''. `� 3$.39 S8�"41'UQ"W -- 193.22' FOUND P�AIN No. 4 REBAR � � REPLACED WITH No. 5 REBAR AND ALUM. CAP, �.5. Na. 30091 ���� �c���� L�� � � �S�rvey�ng, ��c �.�T 1 � LOT 2Q P.t7 Box 15 � Av�n, CC? 81620 -�. ����i ���`�f?�� • �r'�X ����} �%�`{��}��J _ _ _._ _ _ _. � /� � ! � . • . ♦ ♦ � � � i � � � � � i► i � � � � . . � � �' � i # z ,� � � ow" � 't� rn � � o ^�4 � W —� � �-- --�> >_ � } c1. � Q " W � � � � � � � � � N Q `n l.tJ t� � � .�L o z � � � 0 �� � n_ � � � _�.� � � Certificate of Dedication and Ownership Knaw all men by these presents that �antas Builders, Inc., a Colarado corpora�ion, being sole owners in fee simple, and Miilenium Bank, being mortgagee of all #hat real property situated in the Town of Vaii, Eagle County, Colorado described as follows: Amended Final P{at, Vail Village West, Filing No. 1, A Resubdivisian of Lois 10, 11 & 12, per the piat thereof recorded September 7, 2005 under Receptian Na. 928724 in ihe office of the EagCe Gounty Clerk and Recorder, containing Q.816 acrss more or less; have by these presents laid out, platted and sut�diuided the same into iots and blocks as shown on this final plat under the name and styla of �econd Amended Final Plafi, Vail Village West, Fiiing No. 1, A Resubdivision of �ots 10, 11 & 12, a subdivisian in the Town of Vail, Gounty of Eagle; and does hereby accept the responsibility far the completion of required improwements; and does hereby dedicate and set apart all of the public r�ads and ather public improuements and pfaces as shown on the accomp�nying plat to the use af the public forever; and does hereby dedicate those partians of said real property which are indicate� as eas�ment on the accompanying plat as easemenis for the purpc�se shawn herean; and does hereby grant the right to instaf! and maintain necessary structures to the en#ity responsible far providing the services far which the easemen#s are established. EXECUTED this day of , A,D., 24 03rvner: Dantas Builders, tnc. a Calorado corporation �y: l'itle: Address: Pt� Box 4015 Avan, CC? 81620 STATEfJF ) )SS COUNTY tJF } The foregaing Certificate of pedicatian and Qwnership was acknowledged befare me this day of , A,D., 24�,, by as of Dantas Builders, ICIG.r a Colorada corporatian. My Gammission expires: Witness my hand and official seal. Na#ary Public Mortgagee: Millenium Bank By: _ 7it1e: ACItIC@SS: STATE fJF } )SS cou�rr aF } The fioregaing Gertificate af Dedication and Ownership was acicnowledged before me this day of , A.[?., 20 , by as of Millenium Bank. My Gommission expires; Witness my hand and official seal. Notary Public Title Certi#icate �.and Title Guarantee Company doss hereby cartify th�at the Tit(e to all lands shown upon this plat have been examined and is vested in Dantas Builders, lnc,, a Galarada corporation and that titfe to such lands is free and clsar of ail liens and �ncumbrances, except as follows: Dated this day of , A.Q., 2Q Agent signature Agent name Address:108 S. Frontage Raad W. Vail, CO 81658 _ .__ _ , _ _ __ Admin�stra#or Certi#i+ca#e This final plat is hereby approved by the Tawn of Vaif Administrator #his 20 Al°f ES�T: Town Clerk Town of Vail, Colorado Administrator Town of Vail, �olorado day of a,d. Surveyor's Certificate I, do hereby ��rtify that I am a Regist�red Land 5urueyor licensed under fhe laws of the State of Colc�rada, that this plat is true, carrect �nd complete as laid out, platted, dedicat�d and $hown hereon, that such piat was made #rom an accurate survey of said property by me and under my supervision and correctly shows #he lacation and dimensions of the lots, easements and streets of said subdivision as ttre same are staked upon the ground in compliance with applicable regulatians governinc� the subdiuisi�n of land. In Witness Whereof, I have set my hand and seal this 1�� d�y of ��r..+�l� , A.D., 20 C�o , �" . ���E� Ll�'4r�r 8amuel M. Ecker � �� ''��+��� ' Colorado P.L.S. No. 3Q091 � ¢ ����� �� � GENERAL NQT��: 1} DATE C?F Sl1RVEY: MAY, 2005. 2} BEARINGS BABED UPt1N TNE LlNE CONNECTWfa TNE lvtONUMENTS SET MARKINf.a THE NORTHWESTERLY Ct�RNER OF SAID LC3T 10 AND Th1E NOFiTHEASTERI�Y CORNER OF SAID �flT i0, BEINt� S73°t75'18"E {SEE DRAWING). 3) tNONUMENTATION AS INDIGA7ED HEREON. 4} 7HE SOLE PURPOSE OF Th{I8 PLAT 1S TO VACATE AND CREATE CER7AIN EASEMENTS AND BU1LD[NG SE?BACKS AS INDfCATED HEREON. 5) TNE BOUNI�ARY DIMEN810NS, EASEMENTS ANQ Rt�HTS C?� WAY SNCIWN NEREC7N ARE P�R THE RECORD PLAT FOR THE SUBJECi' PROPE�i1'Y AND TI7LE SEARCH PERFORMED BY LAND TfTLE GUARANTEE COMPANY, ORDE�i No. V54012854, �ATED o�c��n��a �, aoas. 6) NC.ITICE: AGC{aRpING TO CO�tJRADO tAW YOU MUST COMMENCE ANY LEGAL ACTi(7N BASED UPON ANY DEFEGT 1N THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DMS�OVER SU�H DEFEGT. IN NC� EVENT, MAY ANY AGTION BASED UPC7N ANY DEFECT IN THIS SUi�VEY BE C{JMMENCED Mt�RE THAN TEN YEARS �Rt3M TNE DA7E OF GERTIFICATION SHOWN HER�QN. Certificate of Taxes Paid I, the undersigned, do hereby certify that the entire amount af taxes and a�ssessments due and pa�yab(e upon a!{ parcels of real estate described on this plat are paid in full, Dated #his day of , A.C7., 20 Treasurer of Eagle Caunty Cl�rk and Recorder's Ger�ificate This Plafi was filed for record in the Offies of the Clerk and Rec�rder at o'clock , on this day of 20� and is duly recorded at Reception No. : , Clerk and Recarder Deputy c2 p�i_ �� �A,� �Y �� pA� _ �r,/o�/.�Qas CXJECKEU BY.• �� DRAI3ING Np.; i%'�—G�OBfJ't?7G� V�`LiJGl cur.cr i ne f JOB ND.: ����.��i�r�or�� �w i.eovewa�w.,�+evE+.axt e,v etc}+rwr �r usP+r s�r secncN fGCQ9 MFU9SKl�L L'tL'GT EtEGTl:7GN. MFR MN4JPFGSVFER SLYi .4CYiR hJd FDD@:aP.. MDCNDCR�1 � C4CGiRiGN. CGt�7RAGTG� MhSL MJ.I'�tW. 9HT 5HCC7 NJJ /+D.YLEIi' EL EIEYh'i1GN MO MA.;�fiNRY Qi9N5 5V1' 5t#FP}' V�iYI. Pi..CCWif Fb6f2 MSdREbhiO CNdR tfdbVN�R MtL MCTN. 5N4Y 5F#Y9.Y CE97 Md) NS AL7$tH4'iC CQ 0Q/AL F}l3( MV.Mtr.iM 9CH 9!M�tiN. ALM ALUMIiM L`%4 FXiS'fN5 N[C.?+ MFl..F#AN`w+A. 5[. 96DN5 MPD NTRdJQ� E/ C%PN13!GN JON7 MG M£GHhNUt CONf!L�GTLR 97G 9Gl/t3!-TRhN3MriS&'GN G1B3 NMRYht MPR0X6MTt°. P�d' F3C"C507 ��7 N07tfi (PK'J W.J 5f°fP 9F'EGPiCAT7GN /.RG+� M411REGT0.R.tiW E%i LJCTERCR MtN MMiM,M 36t °.G31hF�E XM A9 .°+O[?N h3 PG59L�LC PQ PKC c7P M#9G M19GC#.LIrB'%�3 °X °..liUMC R'Cf Ci6R DASEaOXRDiLd7V+'[YX�I P[+ RiNYr/ Ii7P� tZOHRW. h 3TK9JlE59Siffi. BM BGM PP FY�i.^'ROpF Nl.^ rik7f`INC4At'fR.Kt ytt7 5TFK7f+�LF � BFb OGMK PPL P4tH�L/LC NA NpT MfKY,l.DlE 9R 4TE0. 6PP BELOrt PMf5H6? F4LCR f'Utf Fbf'NRG NT5 NOi TO °fiw+� 5'fRti.GT SiAE:LflJRH. 6Cf bEtY�+ PLR PcGCXi 4L^ ON GCPR� 'SIX3 94ti8TtNR` BtK bLtKK FU Ft.GOfi C7R.tBa GP6 01"ENaab °J.PPI. 85MT Bi.9G�*PM P7 FO{?5'. �f C%7' Ot'PQ°�tiC 949 .°d7RPKl37 PO4R 5[JF i BTl3 9RYT79F1 TH@#MFLL:§f(3) Ptb PGO7N6 ORN OfiNAM@iK 9U3f' °.U9I'@CJt2D} E�U BQWD PLW FdJHf�ATiCN ORi U.!'!'O'.x�P'E1V.1&J T'C� TClPTfCN: E5 80T11 °X.£3 FUFft: FI.RN5N CO L`�T:� C)4M4:fEf: N TA.�Ii�M Df3 04ffOMGP b/L 6tLLGN PTtt PNLTirifJt# 7CMP T@.tAO�ffi Li1.LV d111DN6 bh 6NJG@ Q !'CNMY (NNf,S CGY) 'tt?ic flYGK GKi GHSNCt' 6I.LV 613.YiT9'1�'k PQ4P f2RPpFA'f@t�) ri7 7qt£7 f.t,4 G@1T8t CP� 6G 6ENERAI. GONiPX..TGR PEFST M.AST$t TIS Tq16'vE N+C?t�tIXi+E Gib G0thk5 64 bIr�53, 6�I�Ei� PIJb 1'I.A5TG Tf9 Tp° N.'D E1pTFGM G@t GBYA1'�S'. bR 6Rl.DC Pt PIhTC T4 TGA�G4 G:R GLChR 6YP d'YI"".4t-i PLHt Pt..C`X1C'iI.A:S T 'iRgX} GSA GI.055Cf 6Y'0 6YY�JM WV10LY�Rt1 YLM3 PLLT�3k4 YY'P MAiUi. Gi.11 GLb75f� DRYBt iION F!l�RSihW�E PLY fK`(� Vd Ut8?ER6Rp}f6 GiW GtDiHES W�Jt02 HD HEN? pRa pRpS�',T UN64 UN61.A�XP.7 CGL. GtllLt•N NYAG NGtMS. VQaTR:6.N0 i'Al.X` PPDf�@ttt VlO�N VNFtN15hiID �a GQ�G GC)NCRER' 1JPt CG4K�fiYrYNS GYT QIfAR.p.Y T4L' U.}!t?. UNt�i NOTEP Ot'�YY�'. w cca+sr�uctr�+.�t r+az¢ Hc�e!zamx cm ca�nHrrrr u.ar+, ut+�sorr�t�w�tryre� car, ca+nwa» �+r Nars�ege rcvex a re..�v� uoc uwroreE+ ou�� ccve GCORI? GOOiSDW+TE kril HOT WhTLMt FPhTCR FA R�O<)P L^RtN Y[" VCRtRY FN FO�D GTR 4G1h+TH2� Ht H�4HP RM FpGA1 YCRT VCRtY.,+�t. G/i GOIR�:7�.9RAi. iN[<. 47G6UD@!D)(R6) iL9 RCU6H 9AYN YGi V7NY1. GOMt"G94'tIGM T1E c!^ cu94:PEEP frMa 4+rc7P.Yd.rd+ nCe R�It.�P+icthELN�e v vcN.r GP DAMPRC?GP'M4 Ih°3P IN°RCG7GR.1!+�'f%�1 RW RC7NN�T;61WtL YN t'KTERH^J,T9C D@�'f DffiM5}.p.ir � k5�"�67L°� RER R8�H2 !'i: Yia.1Pf2lrCDE.Gt Di4 DF_fK tH°..U. P�€UL/.T1�li RCPR RII`RI6°J+.�TCR Y!' }WSST�.R('RQ�I' DU.(�j tYeAMCPQL IN( MTGRI."R RGW` PHNY'ORGEID? ri7 NiCi"utiT YlA�1 UiTT�}rt}5,���}.1 .tC .1pMf' RPfit72 RflNF�iNb U/�R iS7 Y1`M° Y�E4Da1 iMftL' P�FlR1G iaw orv o+s++w� .wr .ur+cna+ xe5�. �rcxrrr row rtr�wt nr+ oora+ Krw+ a�orurr�m.. neco �+unss rv rtN orx orzAa+ � uaow�.rcar �c wsa� rua wn+cur rnvs onnmaa� u�+ �.�a+a+Are m� rsa RausM ara�+� rr� r�.ro e.�. e.�cr+ uv v.v�r�r s�.v av+ro.ar rxs w:yax�ris � �� ���� ����� 1. All u�ork 5hall be a� �pecified and 'sn accordance u�ith all National, 5tate and Lvcai Go�le�. Law�. Permits and t.�rdinance�. and �hali be performed io the highe5t �tandards af craft5man�hip by journeymen c� the appropriate tradss. 2. The�e dc�uments are not intended ta include ail labar, materiai�, eauipment, ar�d service� re�,uired to complete all wc�rk described h�rein. 'The Generai Gontractor (G.G.) shall verif� all dimen�ions and sit� conditicm� be�ore �tarting wark. 3. It i� the re�pan�ibility of the G.G. to bring to the attentian of �he Ar�hitect any conditian� u�hich wili not permit c�nstruction according ia the intention5 0�' these Gontract %7ocument� (GL7'�), and to notify the Architect at �nce i� any di5crepancies appear in the CD'�, ar betu�een the GI7'a and existing �onditions. It is the respansibility o�` the ,�rchitect to provide detail� andtor direction� regarding de�ign intent u�here it i� aftere�! by exi�ting eanditi�n� or ur��re neglected in the document�. �. 5houfd a canflict c�ccur in or between drawinga and speci�i�ation5, the specificaGionS �ttall take precedence, unleas a written dec�i�icm �`rom the Architect ha5 been obtained which de�cribe� a ciarification or alternate method and/ar materials. 5. 1�imen�iona: ,�. All dim�nsion� fiake precedence ouer �c`aled dimen�ion�. B. RII plan dimensiarts are to face c�f' con�rete, face of �tud, and center line oP cr��umn�beam. U.C�.K. G. �ioar to floor dimen5ion� are from finished �ur�ace to fini5hed �urFaGe, U.(J.N. L3. VeriFy in �'ield (Y.i.�.) a1f exi�ting condition� dimension�, locativn� and 5ite conditian� prior ta new construc.tion. 6, The G.G. �hall �ubmit sample� of any materials propo5ed For �ubstitution to the architect for review and approvai before tF�e u�ork is to be per�ormed. Work ahaii conform tcs the appraved �ample5. '1. The G.G. 5hal! 5ubmit required �hop drawinga to th� �rchitect for revietu and appraval be�ore the work ia to be performed. Work �hail con�orm tcr ihe appro�ed shop drawSngs. 8. 7'he Cs.G. 5half be re�ponSibCe for the safe�y and care o� adjacent pro�ertie� during can�tructir�n, Par c�ompliance urith federal and �tate 0.5.H.A, regulat.ian�, and for the protection of all wark until it is deliver�d completed to the cwner. com 9. The G.G. 5hall verify and coardinate all opening� tt�rc}ugh floor�, ceiling�, and wails with all Ar�chitectural, 5tructurai, Mechanical, Plumbing, and �lectrical drawing�, 10. The jab site shall be maintained in a Giean, orderly condition, �ree a� debri� and litter, and 5hall not be unreasonabiy encumbered, EaGh aub-�c�atractc�r �hall remove all trash and debrl� aa rsF result c�' hfs�her operation upc� completion aF hisfher work. 19. The C�.G. shali perform aH phases of conatruction �uch that ail new �an�tructian fit� flush and �eamles�ly with adjacent exi�ting c.candition5, and 5hali not endanger any existing conditions or otMer work. 12. The �.G. shall pravide all nece��ary bfocking, backing, and framing far kight fixture�. electrical unit�. A.G. ec�uipment. rece���d item5, and alI other item� a� req,uired. 13. Pravide smoke detectors in accordance with 1�i�1'i UBG �ec�tion 390,q.1.4. C��1�1��.,��. 51T� 1�C�T�.� 1. 7he C�eneral Gontract�r shaif provide era5ian contrc�l in ccan�ormance with Town o�' Yail guideline�. 2. The con�truction limit line i� the cantract line. i�o nat disturb any exi5ting trees or vegetation de�ignated io remain or lacated outgide af the construcGion limit line u�ithaut apprcrrai of the O�uner and iaun o� Vai1. 3. The General Gantractor shal! veri�,j exi�ting �ite information, including �tructure�, utilities, property lin��, limits af' raadw�y�, and curb� and guiter� that may affsct the 5cope of wnrk pri�r to beginning 5ite cor��truction, 4. E>ci�ting utilitie� are indicated far infarmation only and not intended to show exact location. The Arc�hitect i5 not re�pcm�ible �or the (rxation �xF underground utilitie� or �tructure�, or anythinc� not shaun or detailed and in�talled by any other contract. The General Gontractor sha(1 locate alf utilitie� and maintain the Ic�ation during ali pha5es o� the work. The C�eneral Gontractar �hali be re5ponsibls for any damages to utilities or �tructure� anQ any injurie� therefrom. Re�taration oF any utilitie� damaged by the Ctieneral Contractor 5hali be at the General Gantractor's axpen�� �o the �aCi�factian r� the Oi,uner. ,U 5. Gonform to Eagle River Water and 5anitatian DistriGt �pecifications far water and �eurer con�tructir�n, Maintain 1c� feet minimum separatiarr between water and �ewer undergraund 5ervice pipe�. Maintain �even feet minimutn u�ver at undergraund water �eruice. 5ew�r 5ervice �hall have minimum cav�r oF 5'-6". f'ravide �ewer clean out with lo�ation io be r~eviewed by the �ngineer. b. The Generai Gontractor �half provide drau�ings showing prapo�ed utility �ervice connecCic�ns for the Engineer'� review prior to constru�tion. '7. Road cuG� and any Qther c.can�tru�t�can in road right-of-way �haN conform ta Tcwn af Yail guideline�. S. A�II c�ompaction shail be in accordance with th� �oils Report prepared by the �eotechnicai Engine�r. a, Prc�vide written noti�icatipn of all di�crepancis� beGu�een exi�ting and propased �ite impravement�. 10. Gontractor(�) �hali take al) neces�ary 5tep5 a� rec{uired to properly protect and maintain hia �vark for the duration aP this contwaGt. 11. These drau�ing� dca nvt speGify 5afety material�, e�.uipment, method5 or 5eq,uencing, to prote�� per5on� and propert�,�. it 5hall be the C�en�ral Gon�ractor'� re5pon�ibility to direct and impiement �afety aperation� and pracedure� ta pratect the GXuner, ather Gantractor5, ihe public and other5. 12. A(I work shall compl� tuith all appliaa}ale cade5 and ordlnance�. 13. C.ontrac�ar(�) ahall em�aloy a Ito�n�ed �urv�yor to establish aN work lin��. 14. G��ntractar(5) 5hali 5take out all area�, inGluding wafk�, pavement5, u�ail�, paols and �enaes and shali obtain the approval af the P,rchiiect prior to proceeding with the wark. 15. t�atea and detail� on �pecific. drau�ing� t�ke precedence �rrer g�n�ral no�e� �nd typical detaii�. 16. Gon�licts or d iscrepancies with grades shall t,s� Yxrought to the attentian c� the Architect immediately and prior to proceeding with wvrk. 1'7. Alf finiahed grade� �hall provide for natural runaf� af water withr,�ut Icw �pot5 or pcxket�. 5et flcw line� accurately and pravide a minimum 2.59b gradient unle�� otherwi5e notea. 18. Gradualfy round off tops and toea c�f all planted �lapes, unles� �houm cathertuise in graciing details. 1q. Grade au�ay from al( buildings at a minimum 51c�e af 1O9'o in unpaved area� and minimum alope of 2% in paved areas. 2�. Gleanaat� 5hail be provided for all change� in lines and/ar grade ar the sanitary �ewer �ervice. _ � � �• ��'*Q�� � � � ` ' � � �� M rrr�� !71 �� A„/ � f"� 1 \tf � 1 `�1 ` �QUc�u�' � � � � � � J'''� � ��°�, [ ) '✓ (� �� %� � � � � t�i �., � �•-.- �'� � � � f� �,�/� � � S..L.� � � � � � N � N r- � � �� � � �� � � � � U" r--- . �t' � � � � � � � � (ll N �`�I '� r-- r-�- (� „ .'_` �3 C.� C:� Q) � �-- r-- � � >.��,`� � "t� c� cv � :' �- �-- t�p C,P; N � � '�../ � � � . 4 1 /� w' 1"`� �� � � U� � (, a '"_ � 1..f .ti... (� r-- / } � r,,,, Q� ,4 �..1 � � � :.._ �� a� �� ��SU� I�r��B Lot 12 L�RB 9ubm'n 0�7l05�U5 Lot 12 FRB 5ubm'n O't/15/05 L�t 12 DRB Stabm"n 0"t/2�i/05 Lot 12 GI�'S 14f0'1fC75 Lcst 1U L��3 5ubm'n 1t71�1/05 �.ot �� rarz.� suam�n ��ra�ro� l�ot 10. 11 Finaf I�RB D3/01/06 Lot 11 B1dg PBrmit �3/031G76 Lot 1U C31da Permit 06/G?S/06 ,1ob number: o�v� L�t^r�.un bys mpp_�_____ GheGkB�t by: i�rawing Title. G�ner'�I 1�c���� � �bbre�riatican� 5heet Number: � , ., ♦ � :/� � �� Exi�ting Evergreen Tree � l ����- Exi�tinc� ��pen Tree � � .. � CUR\fE � RAD�US = i0�.9�' DEL i A = 'i 1 °5�,16,> ARC = 3�i-.22' TA; rGEh� = 17.2�' cN��D = 3�.c�8' �R� = 1�1�.3°�.�'08"c �?I�i>I! 1� --� ?��' ^^' . �, � . - ,r` ° -° ,� `.� f, ``t� =`f '� : ��" �--y�` �� �/ /� CURVE B RADlUS = 108.99' DELTA = 12°44'47" ARC = 24.24' TAf�GENT = 12.17' CNORD = 24.2Q' BRG = N38°11'06"E (CALC. } { }E�. ����} � 8013.6 8411.2 , . . \ c�' O�� . . \�\ . ��� . � aolazs �, ec � saio.s 8Q11.1 �• , , ,, ; , � ',�-- 8011, 5 i j i i ' /; ,• , , � � , ; � �' ' , ,; , , ' ir; �. -� � , ,` '' �. , , / � ; / � l, ��� ,� �;'. b�r ",� , , � � �' ��� ; �` � ���`� � . � ��� � � � �`�` �'� '�° �� , � � �� � ' �� ��"�``� � � ��, ,��` �,�� � ��� � � � � � �� .- � . �- �� � �� ��� ° � r� ���� � x � � r� ��� ������ o ExiSting Evergreen Tree � � . P�A�) �� 1 '�0 2.� '� 'j ' ta be remaved �, �` ��� � r: �l� r � ��} � � , , , , � ,, ; , ,, , f% '�, , ���" f` �y/}C� j ���..ryf � ��� 1 ,�: ` i _ ,% 49�=3 �� /l � �'' tlC1 I!G- .... ,l���J �� \\`� 8�� 3. � � Q�' , � J . � ..�\ , �' r � � � W � 1. �,,�' Exi��png ��pen Tree � ��� �, ! � � � , � °' ` � � � to be removed , ' � _ � ' � =� J /�r $o�s � � L 0 T 9 /�,/ i j !� t� 4-+ 1,. J \\\� \\� � �l �1J�'s��u 1� T.. ./ $(i23r'27 � K $�rF j � y G� Z �� � � �- ,f�� � �' � � '� � ', � �. ,, � �' � _-Y; - 1 j� z q7 � y �', '� ;� ' _ � _ _ _ � _ „� �` �`,,�-..� > �a� ��,.� � ' ---) � L/ �-' {��` �� � G � t k �i � 1�i.95 � j> , ,' � r � � BW � ..y . ��� ` � � � � Q. �f �� G- t%��� � �� Z � �i 'i��41$a'y6 ° �` .-86�'�f� 3s . '° `` � �r� �r �. ( '�y �� �' �' B�f � � 1��2Q F. � ,` �� �. � � .e� � l�il ii �s l _.. v �" -�. � ( � � ' ' $d^�� `'� � `:��^���"`� ��, �-'�'� ,>,,.. + � CY ,�� � ,i � � ..--- •�✓- ' . .. \� y ' � , r � - � � ` ` 4�-" �, ' � � � � �� c �, ,� rw J ��� � �'�� �� ��� � ��� �' �� �� � r � 1g� ��' ��6�b27 � 7'(�°"�_ ~�''�,^- � �::' } � � ..` ~-� � ``� �` 71 ,/ i � / � " $p�b `y�, � ,,,x `" > � -'1. � �W �I '�.,,� a� � : � � BW � �8f132 s i ��p f _„.._ �jf%i �"3 . � t� �. ,, _ ' �r.�.;, _.���-��=�---� 1 ��;.'�J ��.�38�� �; ,� `'-A. � � ` � �� � }x �i �'� / -' � 8G2 , �8 802 � - ;� 335 6 _ 8G37= 4. � „`- � f ��`�°' �"q;.' , ���� .� j t ._. ..: � � ,.-. ��'` /G� � �`� �� -' .. .-� .. , a �8 3'7,�! � -y.__ �. i , �.. ���t�.. " Ci;,�,,�`+.'.�J { / � 1 8{)i.S.�J / /' �J �',--$W .-� ..,, •- $d37�55> ( '.� :.. ~ j�'� °' `� a t !' �% �= ` �r r . �� l ` " " . a � � - ,, � � U � , , . � - �,- r ..,. , �- � ,, , . � 1 � 7. ..- 02 2 1 . , � .. . _ _ • .. �, � .. -r . � FG � � �� � � 1 � f' /`` �" ��- wf .�- �' � _,.FFi'� `-- �� � y ~' �r' � �� ��� ___-- ' � ' . �j� y � '_' !� t0 .4RC�t � �' � ' ' 29 �-�j _ , ,, � - , .. , �. , - � - � ,,�,� Htt G: � "% ,.,,, � 1� � { i / r _ ' � \ � _,. � ` r� ��`4 if��t��?� f ° -., .-- "' , `� ' � ( ., . ,- . � _ a'" .' ..,- a . . �- � / , :. � ..i" � ��� H �0.24 �J Jg028.7 . ° � t.,,. -^° ';: � 3 ,.Gi7 iW =; ,�,. K ,� � %`�f ,,� ,,,, �.....,.. -� ; � _ � �, r " ,.. , � � � '� � � _ 8035.1 �t% � .- f/ ,3 3� 9 ' ' ..- _ . , _ - , , , � � � , , ���. _ _ - .^. -.,. �_ I � ; - ; , f / � ' `4 '� 034,7 Tt` e� � �,r ; . -_____ ,._ e�---�_�- , r ,;;;_' �0.23 °.c :...... f �' � r / . . � \_,, ---.- � �G � „ -. , . . � 'r a ' ��� / �' ,' ,.'� . Q�'�S 2.4. .. Tw � � � ,\:. > ,; , / , ,, � � / _M_-.� x� _ .� > ., � � �.� . . . � � � � r _ �°' 6 - D �lo , - ,, ,- ,.- ,- .- .:- rw /� -- -- - 0 `, ... a�_ _ _ � '; �` � :,�- ° �' � � �f '' ----- � _ � � ,,, ,. ,, ,. ;..�. 5:0.8 �` ____ y.� I � ,. `_ ,, . . , . �� . r�7.i..�.'°� �+.�. . � . y� " � _.�r �03b.1� __ ,,,,••' r ,, . .� -` y_ 4? �,50 � � Y `LL _ ,�N- ,,. . � � _ � - _�: �f � .,,, r .�- � „ . �' . '� �' r' �' � 3,74�"fW., . _�_-_ - � ° r . �G ` ttl� " ' � ,- r : �. ____' , 1�.�. ,,r .. ..�- .,. � . . -- __ .. �'" ;� J e� . �, . '£v . .. :'' � , ,- "' �', :�,�� .. � : ,,,:... -- - -_-.� _..- ,� �,,,•^' J! � , , ✓` s � _ , . �, a ., r r f ., . - � ... F . �^""' ,.. . ' ,.�4a.`J ..� .� .� � .-.., ... �. . : . ... �' : ....' . � '^-..._ __-'_....,. - .J/ . _ r. „��� .r__ � _. �, , � -. ^' ^ �....•�.....e. .. ': t � � � � � � � `� � �� � �i � ` "' _ � � � � � -- - - .- r ' -- � . � � -� ��-:- �. � -- .. _--°- t �� .. � ' n ,, � �: �� � . � � . / � , _ _ � ,- -' �� I , � , { , -� 24 5 T � s 5 - ,� - .- �, � � �` 1 Y � ..�' � ('� '� -� 'r._ r v , ,,,. F � . f r� �:�'',--`� .'� �'1�,.r° ,- �� �r - ' ,.f.. _- " - _ ('� Q- wctw� �+� ��� ���p� i °}�a � � "`,!",� -.., e � -r,.,,... G��i'JT � � .�6.Q,�- ..,�. . !l-,l°� . �t \�' J7�7.�3 --- `t��tt`A'�F1� �,,.-- ,� -�. � a -•._ ,- .. ... - _ _ _ .- - /` " 33 19 - / t .. � � -- �o..�z.- �- �� _ � , � �. . . . '` � - ;tSrT�iG .��r ,,-' �, r 2Jb5 � � �r � - r ������� ��� �� � ��, %"`� ���^� f 8052,9R "" f ��``'.-.. � ,- � � �� ' ' f J� r .,.. / -' �� / � � •' �t��eam� R� EG � � �f , _ _ _ � � � „� „ s �� < �, -� . , � � �"' ��� � , i '� "��4yyp�, � � � x ,w-� '� ,- .�r�! ; ¢ , !'" / ` ,y,�� � � �p�� + � 1 .�',. f � � ,i°� � J � . � .� r , :.: / ' / ..- ����� �y� �a��� �' SG3G �8 _ �,c�- �5 �,2 ' .-- �� � �� � �. - ! �p3 J � �v, _ _ - -,- � „ � � � i / . j / � ' ..-. t� _.... (T \ _ i �``�., x� � ` �► � � ,,� s� �i / / -- `'r i`� - � -_`-____- �_4t..--- 1'? '?/ °° '11,�p♦ i �!~~� � � , 's ,pt y� � �s.. �, % `,- J� / - y�! ^',�4�3�.�Jy- �.�J \ '� e �.r�:^ ,; ., < �. 4Y.��� _. - ..-{`- ,,,,,, / ,KYJi/� S �' � fs r.��� �..- f� ,/ �. � � � ..l a `` 7M ,d �� ,- ��,,,! �r � �s� �_ � L,,u � � ��.. . � ' � ..�,_ , . r, ,,�� -�� t ` l,�1 `y:' r}l a�a� �-�-°° - �j° ,/ / � / l-- °, . i � ��s � `\ �+` !.c� _ -- Y � � � �;� (_- ° � � ,�.,-::: , ;i � �'�� _ _ �, , ,F d a, .- _ - �- � . , g .,�,` ,�?,p; �t fl <," .,�' . �', / p .--j' ��-' . �i ry ;. �+i' �`- ^� - : .6~ � �'i.89 f �G' �/ "' t� / ' /� ,r'' � 1 l '��' \ Y ~,i ' i ''�� '' �(' " $056.32 � F' ...-^ ° "'"� � .- � 2 -` ' � p � � `� �% r� . , t' . r' � ,� � ` ~aoa7 s,z � � s - "� s. r ", P �G ,•, � �j .. .. - .- ,- .. i,� �f , , - . �.. � f �' � � . , {� . . . . . - . r , .. . % `,. � . . . . ✓� � �� '� � / � .-!"� + , 4 _{. _� i ' �-`� r \ � �t ' ' 4 � . "'\ '"' ", i� l • �. ' $�33.73 � ' •��' ' ' � � - ��!~~l~ �l ff ,�"/ . � . rl't ���� ." �"if/���-- t'.G.,%, ,.� � �/ �FG �3 r. /� ,•-''8034.�Or l �Cr _ r, 1 � . / � . � � l �; � ' � r 6'� . ;, -� B,� � �! , �� � ,,,� :- - Y _ ! � . . - ,- , �, . - � - - r �, l/ /j ,.� .� :i , � � �,� �► i� /,���;� 89� a- •-', , � S;t,Z �, ,lr �- � "`�' 'j � l ~ � r • � ., _ ' ,- .�' ,_,., f C ! / -^� ' / �'- - • ' / / � iA� � 4k " y ' ` 1 "��-. � f,? w N ,, . ; � I .. � 1 i � / � . r0 i � .6. 805�,4 � � ...-� o � � �% J7 1��.�:. ✓,��1� �� �.s '' - �-'`�� / �=31�. 81 F Tw o,so , \ �_ _ �� - ' ::,,� , �`��.,��'� Pj; � . , f f r �� .-�- � �„ .- �- � � � .�' � ,�r � � �, / J��� f ,.,� � � t f J� -- #�.. � ,- � '� , �' �r .:- . ;.- � � \ � �� � � � , �=: =� i , .-- j«" �j - r k`: � /,. - f ,, / r�, -r . �,,- � � t� ,� r ,' 1 +�� f G` �,' E' .- `", � , Y (,gy, �y /�% y ,�` . .'r Z E.G E66:..a .� ` y�/ � �j-��J "� � � � �..�' � - : ., �. : : .. ,��. G' C G''. . ,�.�. .. .�. �� . .. -. �..,... � ({/ G !J� � . ,�✓� ��... f � ..y-'%` �/� �^�' °� J��C.3� � � � � °� ;'\�' 'd .G,. .;'1�j' tY �� ..,_....-�'= ,..64 x-, ! ~l �✓ `".� � �� � ." / �' 'f._... % ........_.;, ' ��� � ,.% � �'` � �, �`i ,. 8b 0. z: $ i � � r.. . � _ � �; A66 � I �:_' ' ' / � ' f � - �r BW i ,,. . �' � ,� � , �` \ � � } � r .., ,� �. , � � 40.01 � � � \ v� - -- �r `�;"' '" �` • r7 t a � r �.;i►'�J r �# . %�,� r, '..- . s^' `z t �� , , / r �`�si.00 � y i '� .� - �, •�. � "�- 9�: .. fu� w��s,. � ,�.. � r/ .' '`� f'`. � � � r � � �� . } •.� � ��^ {J .r .>ss f � r l"W i � � � C/`." L LJ /� . i � ' F'.IS / i � _ - 3b'.v"" ` .... ,. r � I � _ � ;- � � � ` r �-'"' 'Y +r , � / \ --.., 8o38;rs' ~..- ,�.� _ �' -- , �' � �` l� ' Yt.eos �.�'�Y�-- ox -��` _ -`_ rv"a"' #r %�� � _ ' ,' .,'r,� _ _ 40. 8�"►� � ,, � ,- �, _ :�;�r2 -� _- y r? f �„ .�., � .. f __ __ ,` ,,- � ,.- _- . ,,. , � - .- � . . ,.- `� ,, � _ � ' /,;;- J .-';- _ ff, � � / �.. , : . - � � ('� ,- . � �`, ,-�� ,! � "� � � . �• ~ . � l / � � ` �� �._ ya.,. . .+ ' . . } � �,,.r .� f � t .} � i -^ � ,.. � .. .. � , , i. . /..:.�.'.. "' �'..',� �{3��.�� �� _ „ � � } � � � � ey �, - t!f � {t Vf ,, _ �✓ , /. , . , '�` � � \ 7 y;:, _ � l ,; .. 070.37� - fi, � t- � t t y� ' y. �. �zi f G r / � � r> � i .. f a_...... ,.. ..; , �� ... . � .._. ... . _ . '�.,.._.. .QCIIb� i �.�_..�. ''i M1�F " ;;...-- a � �r^� - ,. '�, . � s- , � � ��.�� �- �-�.._ ,� ,� , �f� , i . � / ,� � �. ::;�. � fi ,�y. �';'� � , �-, " }�. r,� . ,, C Y �' yV � l � i, r -°' .. r .. � . .i �% .. ., .� .... . .. " �i � �..% ',. '..... ..+'� �,f . �. � , �, f .- , !' .� r _': -,�?: _......: , f D...,.� & 0 �' , „�� ,,., � .. �'" �--- � _ � !� � � `. ✓ ,,, ,. �°} . �. . � ' i' : ; , f .. .. , ' i . ip � ^ - .. .: �c � r r � d � � � ,„�, /.-� .,:. .. d.: ,_ ,. : ;. / FG �, � �'O ;,�- r.,, Sr .. „� 1 �j�o '`,`, P�d r L �. ��F / �` f z� '..' .'�'^'f�~!�� !/ , , '., . " ,, -' z�.s��lpe� t� Y . . � ,�. / � � " : � - - � -.-' . �, , � �, �,,. � t�, ..� ,,� - �., � , ,,,,�" e . . , ; � ;�ro�' ♦ ,. �,s � . � .- . . � ,,� ,-: . . .'�'r � 1 f., ,. ,. �e . , a /� 1 . � j'/ �. .; ,....;..:,; �,C' - . . , . ,,� .- �,\. - �` <` f`' � �, .- �rt : , O �, -' . .. � � ... .. � � , � / � � •. ..�Y���� � --' � � ����� e �.. .- .-- • �, W r � t , .. � �/ . - '� _� �% '.= . / � ..- ��- p , , ,, � _. ....,; _ .. �. � , P � l � . � `�� � �� �� �, } ' � '° ./ ;�-'-= t .� � -, ��� ,,-'.( �, ' � �\ �\ ! / � �,1-� f� \ ,,�, b �Q�A�? �}. � � � .-� �- . " g _ - f ' .� �� �-- / � i � q � - �r -'' 'i' � � a. ; - _;�,� 4 � , � � �� , -Y � :� � . -� s > ".'J _ t .- �o��.:� '���J � � _ . �. -' =,' l ,�t'" ! , , .. . ,, . � -:%'� >>' , '� �a 1 - , �- � - s - . _ . .- , - ,- - • - - ' � , , , r - .��:26 .- - `� � .. 1�,. „ .. ,, , `;'�, �-' = � �- 1 b,50.31 '� �-5h goa�.�e -' �o���; I�. �' -' � � .. � � � ` r � t�" , ,, . � \ •+�'�� t '�'' , �G �" � �} �} � � �._, g � � � ` � � i .- .µ ��-.;- %' r � / �1 \ \t �( � - � �% \ � � ! . � � / � Z' E �J .-`G�' � +� >, , .�y° .-. G�i' . iJ 2 J� J' . r � � '-.�' q �� l s t x � l �� d i � .. � �' . . � , � �!. � 04 ,� � \ `. 8 .. , ,, . f . .- . o � � , � r .- .. - � � � ,, - . ,.' / .`� . � ` \ � �'9. ` � � / 8�. � �` ', =pK' '' sr'�`�~' 3 ...- e '7;: -'' k � 8 fl0 k � . ,. . . 1 s �.,, � '� � ' �.- r �j . .. -�''"`-�a-- B� , - l � � t% �.. �.- '� � �`" � X /� �'� '� l- n �� � �..' \ •1-:"�'' - "f� r � � 1 _ � r . `3I, : � � .- ,. . � „ � � . � . � t� :\: � � 'r ,� .� �4�-t7 .. � �,,�� a� � �t �i , ,, . � , . , , -� - ,. „ r, , , , �:. . , ,� , ss � .�' �' .�Z a ' G% . � " � � � �:v � � r � .--..w x- ;��W €' .-- /. � ; . �, � ;f,, ,. � � � ,,. � , , '�..--' , � � �• � � . f �i� :�' ., � ti ,- � ;�-� � � � � \i r / ( f � r 4^� i ,� � �-' l 4 r 0 9 tU .�� 2 'r '� 061"62 �'r' `L � - :4 � < .� - t, .-� --- Q� � � � � l� ,- Zk ' i r p O:y 8'`v ?;a . � , � -;% � � . . -. ...� . . � ,� .. � �. ^ p _ . 25 S . ,y-. ; . ,,,- . -. � � ' .� � �,, � �. :s�-� ;. �. � �- �� �. �� ,.. � � . � 2 � ew K < � � `'�- f � �: � ,.; � �-- .. - �- �� �' , J.{-�' � a � , t � ,�., � ., ,- �_. � ,- -� '.�:. � � fs � � � � r� :- .. r , � ,. - , .� � , ,• , y.. � � .. , � "" ..r ;a�, � .... . . - 1 � . . , : , F � ,� � , . ., � �- � , . . � � e a . F . . . . r � - , ,- , _ r;, . � � � , . � , .. ,- \ , � � � �- , . � ,, - �. �,� a� F::. - , Zs. o s � . , � .. . � ,� � ... , . ,. _ ,. � � ,--�' �,... r . , ,. ,,. , . �. ,,; . r {,' ..4. . Y 1. � , ; _ ,� . . _ .. , ;, . , . :, . _ �- � � � . . , � " - � . . �r � - , .:�. ,, . , . . -: , , - _ ,- , , . �. � , �tl� A,,�'`. Y ,. : .� r.4v- �_ �-- �,- � \ � � � � � . - � �. � .- � % ,r / , r � . ,, f ,, � � , . ,� . � . . ✓ . ., . �, . dr.�., .: �, . � _... .. . :•c p � '# , � , � \ ` ,� �; t ''� ,- � _--.�_ .r� .....�".�.r,: :r. �. . . .: f, , ....-� .:.: .�;�� .. ,,,.. .��. ,d� r� 1�'�' ��. r .. . . .-'-• ..- . . � . . a�. � -� tl� � \ . i . � �' .�'" 4, >.' ,r" � � . / � , �_ � .- .�. .� j. �, .,. / - ... , . �� ...�.•. � .-- �2` . ,- � ..✓,.... , �" .p. `,*k<` '�.(� i .,y � .�' .� .� ,� .. . . �: ;^ . �,. �. . �c .�r: � . � :. ...,�..� � . ... � � . ., . '"� , ! J � • <?' ... . �. .- � ��*.�r` .; � . . -. . - � :- ..,- � . �a, � . r '. �L �.'.. , :.�., o ;,;�Q,�.�,. � „i . "� •tlA/ ,'� i"' . � r, r .r , � , , .� .. , ,, � , � :'J' , . . : ,+ - : ,:, y� � i , , r � F . >?., s � , � ,,< / ``ti. ,�' � , . � � ,� `Z.- . ... ,,- .. . ,, �S 4� ,. � .. � ,, ,� . j �?: ;,� . .. . : , _ „ , � � r .� /.. � ' � � , . i `:' � ; .- . �Ls � � .. . . , r : : . ��Jy/�� � : . . � �,.%�" -.� /�� ,-�' � ., ,-� „� � � .. : : r C1 �. s'c.. �....... ..r. r . - . i , , �..t � ,% � ib \ .. . 0... , � •j: ` ' `�.� ,,,,. __.. y-^' � . - --:- �.��.- " � . -'-`� , �, . �' �� � � �� .- .,;� �. �.: :..-� „ r, .�,, . :�� ; „ � �. „ : , . .,� '�" � ,\ , 1r .�.�. ,l � ,- ,, � . , .. � ,, . ,.. .. � ; .- ('; f . .' � .�' Sil.0t3 .s ,� 25. 51 Vd . � . ,� , ,< . , � . . � �, � � + . � � s , ,, o= r _. t � t i � � ,. � ��,.�� , � � ,, ;,. ,.: _. :.., � ��� � .�� .,. ., � � � . � � �� .- � . � .� . ,��•, �•.�^ ,:. � � r .. �79� �..� / ,,. . . .-�.. �..� � �. . .- . : . . ., . �. � -. , . ., �'B 1 :���K,. �^ ��?.`i;,. � r .� / ' .'� . . ..�.. . . . y.': � � 3�.0 ,. ,... � ,- : �• ; ,-- ,. . , ; �. .: \ �3, - � � � � . � , , d:: . . ... . j; � �. . , . . ,... ._,- . � ,. � , . . .. �.t... . �'.�, �� >� -'` / i .. � � ,� ;, ,, . , ,,., x i. , , � Yb � . � . i . `, > ,r . � ,. .. .. � , ; .. 5P fl , . , , , . , .� , . , , . , . . . . .. , r , �. : � ! , � �. .. ,. , ,- � .. . . .- . . , , . . . , � , . , � � ,. � ,. - , . , � � � � -=� � (� . . ,< ,,., .. �,; {_ :�� �' � • � _ , .<... r ,.� > . - . � - � , , C� . � . ., . ,,� � � .. ,_. -...._._ _� .. . � .,. ... . , �� E'. , � �,,1 .. ,-, �,,c`�• �i, ,.c %' ,� �- � � ,� , `V . � �.:9 � �k . . ;' ,i ?.. \ ;r � +� \ : i`� . �� � O. � � ! .•^;�. J � r .�, .- . ,.. ,, . , ^� - - � �, `. .: ,�`� .--::-- ..--' ;�>'�, ;. :- ,,. � � � � 0 , .... -.�.�-r : .-�` .. . . .� , - -.� � _ .>� 1 �. \i �Y � ,`,4''�"l 6 , f ^' '9' 1 SOSo.OQ r : f .� , = � , l x'};, 1 / ' '.' i �..` , .,.. ; . . � , ... r-^'� " / � �i ' �'e \\ � \, � `� k � \ � <� "� - '> n S � / T41 � <'�, ,,. � � � , .. � .. . , .- , ..- , >. , ,< ; ,; t _--'" � \ ,r �� ; � , - ,. � - , , ,- . , .. ,r ' ' ' _ ' _ , .-y L\ �,� >,. r / � :�+p ,i'- �., L �' f : , . � �". : "�.. -..�,.. .. . ,. r , :,.< r_ .. .,Y-. . �r" . . � . � �. . .� ..� -. � � .: i .� � , , y,,., � � , `r`=l � � t ��. '---�-,- rt' � S� 7: y � - '4 � 1 '�. / \�'� 6 �2 / ';"� qb ' �` r' : � r .� ,' 0 ,�:.- � � ��L � � r. � � r.� � � : �, ^'' r,� � : ✓`. 'JF.. ,�\` r'`:`'; ",,,'�';� .,�„�..,n � � � ��. . ' •~ ��'�, ``.T.� `\ �� �! a" � � . ,.i _ � i . � � �, � . � i , .� � � " . i . �'. . r �. ., r ��. ,,- � . , � . • _ 6,6 ' ' .-�:,�`�J ,y �'"' - ,� , � .. , , ,, -�.-. . , � ,. . , �, , � .. .. r ,� 5 8 . _ , � � a ..�. � . � . �. .. .,- \ ` ,- .. r .+^ . r ` ... 1 � / . � � \ .- , �. _x:.. . . � . � . � � . . . i . t � ��s, . . . �� , . . -, „ � . � . : . ,� �. . .. .. �. . . � . � . ,.. � : .o• r ' � :�-'' i ... ���� 'r r � . : .- .. . :,, : ao�. , ,� . .� ,�. . , ... . . .. . r, �,�, ....,:. ..� ,, `� . , .5 BG'�!. � , . . . ,,� -' . , � , � `� . : . , ,.,.,.. . TW . . ., . , . .,: , . ,. . , �i3�'� � <?::; � : �Q : �. , �� ! :- , r , , . ,, �. , � . ,i , � '.�. i,. . , . / :- ,, -' . , , . . � . _. � t. � ' � i ; t ':.r:,. - .n�.,,. .,-�''� � . ti ,. ,, __ .-. ,,� : ,. . B W „ � <-, � ,. . . ' . ,� 1 .i°" � ..- - ,.. , ,. � , , , , , . � .a , � � , , �`, ,.. .�. f . _ . . �,r ;.r svc .-,' .. , .. .� _.� _ . . ,, . > , : t . , , . . .� , � . ,x , ,- , , - � �' ,j�. � 1;' ,., , � , .� :. . , h ' y �, . I . .,. ,. _ � , , .., . , , � ,-,, , �. .: ... , .,; �:- , ;. , . • �, � _ _ . >- ��. , �' � . , . . . . . � ,. ..-� y� . . z ,. , > - :� < <., .•, ,: �. . ; : <<,:�. ,, � --------�-.----- . : � � , ,: , . ,., . . .. . . � , ,.,_ , �-. __. , . ... . � . � , � , 9� � - .. .�^ .+ � .... .... .. � . . � .. � : .ti U �. � � . av i .. ....... . �... -�.'t�..v.i I..,. . . .. . �'� .:: •.i'Y � '%. .t % _ s � Q.��'- ; .. , � _, _. .. � �3 .- � � . �. . �. .. :., . .,. � . '`: r'� �-� `:80��9Q;. .. ,. � ,,-�, , . , . , , , > .. ,,� . ; , � . � � ' --'8 . _ , , . . � , . . . � .: � ., . , _ . . . , .....� ..- ,� , .. ;- , y � , � , . ,, ..,, , � � , � . . ,.- � � � x ,.� . . �, ,�, . ti .. , � y � a ,: � �- � * r , „ --.. -. , . . . < , � _ . , xw , �� ,� , . . � , ., . • �. i�`, ,..- .. a . � : .�, . g �,t � �!'"" � :�' ° ...- � I < , � � � , E--. . . ; .., „- � ., ,. t . , � . ,, � ,e,�. � �� ..:.. . , . �r.. . .. ..... . ,,, . '.r `. . . ,s.. �� . . ;: L' � � ..- >! � � \ --' Q6S.75 , ,� , � �� .-..- C� .� �,. � � , � � , ,� :,,,« .' ' ,, ..,+ ,c':; � �,,.. , ; �� . . , � . , � , �, � ' ,f �,� � � ti �'G:-'` � & � �,��. , � f , ,. cg�`Z..�1.' r .'..._.,..-:.. >. �r'r ! .�,. ,+, � '.`, ,� '„ '' :'' �� �.1- TW !\ .� rt ���� �- �, , . � . .,.- w � - ,. , . � , , r , , ,, \ . � �, , � % � ��a?'"��� : / !.f ) r . .: . +� �. ..- _ r� k' `� � xG��: /� � *�t,:-t /i � -. � .-�..'; ,.;--� ���, . . . , ,,, , ' . . � •, ... � � � � �,; . . , _,�.�. .. .. , r � , . � . . � � / �Y `�. �i : \ ,.`' . .- s�,. , .. � . \ .. . , , , , � . , . , , . � , �' / � ":,.0 ..--': � < i .-. ^ 5 � 6, , �. � � _.. ,� 5 i3W , .r ,,,- x� , .--.. •, cti , � i _ , r .� � .-,: , .r � \ "�'�� .' '�,s � C�7 , . - .....: r f ., .- e „� , , . . ,, � . +� ..x ., �. ,.- ,. s -� � �e 1 / � � � w '�lt � ' � � _�. �.i�'�..40.5 FW / �`' � ,� L / .�'�:.'.r. �' I,\ � � 8�}7�„��I-= , \ i c - .1�^ \ �}£� \ .�. � i �' \ � `�` ,� , , \ y^� ,..._ ,.,- G) .' �r,. � .!"' . !�: . ,-- V � t� /� Y \ � �y �J//�//! �� � T r Y i�� � i �� �� � . Fii' � i ���\ �' . i. .. .• vt ,� �`� � v �. � � � ` / � � 4"` \ i XM �,� • � � ;�1 . \ � t3`. � i� % `�:=� ��� � �� \ • 1�� l 3:' � � �' , �� � . _i.- .: ,� .> .- ., ,. i � �, .-�., �-. . .. i. � ,, . , � �-'"' � . � i : � • ! /� � i � + .ii lN ° � ,• ; �• •- ••. �.. `? .. . . �' � � � i -' ' :. Q' �'i 36 B .- a , : v.. {�.��2,,�. �. �� � . . . {,� � � , ..� /, ; . ,. -, ' l -� Q ti �,. / ` .^� i ,Y,"- ! ( \ 1: . � '�'� '+ '' � , �. 1 �" ' ^. 42.� �- y."^' ,�.,�...';%'.'.- 42. 13FN .- \ \� 4 i � ��'..,r�"'s..- /' / / .""�;...:. � �..:r:-..-°' �� s„ Q c� f- „$ �\! l A „�.�..�`.« t, �. '"��~ % i r ti '� ' �`�\ .,? � v 0 � � �. - .r � .-. �`,s '�"�- : � � �' .. „ , s � � �� '` - ,. ' � ' � � .- - , Q l j - .�:.,- , _. . . , , ,'.% ;� • ' \ , i , . , ,� , „ � , /" \ _ , . r .. , > Ty, , , �, �.-� . . �. i � �`�'`, • , � y' _. �'. _ C� ' 8062 00 V �:.-` . ,�`� � � , � , . `�' / ..,, , ,. � , � �� ��, �..--„ , ,, � r � v, l-�. ^,.. � ., � .� \ „, W ��} � t}i;; .,'``l � f''� /' \ �' � `� � . y � E ` ���� / \ . � f.. •�:.� , i�?Y' � R . \ �/�'�� { �.�. � �.' 1 � j T / i � . `?, % � �A ,�% % !. } ' r� , . �l ,a,'.`� \ .'%'� ^/ 4 t.f 1 � .,, '. � o. X ' 1 � , . .. ' � `� ;+�y' � � �,' ���'� t-� � ''� �a r ,/ r 9 i r. �l ;-r� �r;s'� "�.� _ ,r � � '`�> 4 �'A1_ i 1\ / r ''� ,� �•'' 8 f�7 ta r S �.. ,3:5° � +� / � i-^ -- � �.- __�-^` _�� \ � ` d ,a ° . i . , � ; . �, r � . .- . , � � , � � .- .- , . , ., _ . ; - �, . . ,� .�� . . . .� . . , ` ,, . „ , , , �. . / . (� � � 4 .0 T4N � s �'• � g " : � � � � �W . � ,% �'� ' i� : 1 4 r �`� � ` �� „><,,. ^... �i? '�,:�-: �.� , , T' F ..{}:�i2 ACRE � ,�' ,� i- � � � . � � �� � - - P � � � ,. t. L .-�-- � � . . .. , , �� ,. ,- .� . , , . .�- ., , . . ,.- ` .-- , . , , ` , ,< .. ,. , : � . , e�i, `,, ,' ,, ,,;, - ,',, , , `,,,, : ;-`�3 � �. \ . �.,� � � .f c�;:., _ � ,' _. � .. a �= � - � �� _ � - � r �� ; .- , a� ` , � � �. �.�, '`, �/;; ` � , 11,848 SQ F�'� � , . �( � � �r .� � J jy � 3 \ �s�� -. . -.. �..,-.,._ \ � (_ !. ```�' /� � �, / /`� `� }�( . f ! � y.�'i � . �:� � "4 --�.a... .�,,.e^.� a-.j� � "J .v � �, o , � � � \ v' -.. �. _ 1772 ALPtt�� RN21VE C� / � .' � % � ��".' - '� � CA, � ,�. -' o � .r :�i�'�-^' � '`` /�.� Y � � � 753.1? .� ,` ��K � r-- ,.<� \ ,►. � � .., \ ,� � � 1 , ' a �,. �/ � � ! \ - � �C� �+�` ,t��� `c�\ . ! � � r� � : � �' � 1 .�xG72,Q0,%� f,;�' •,.,�- � TV � ,,. „' -�. l � .- C� �i (�� � \ ,`l� , . / ���. 'k �� �i �` '/ � � � ) ` . j .. r _� y / `'� � �� i..! � I _ " �- ,. , ' � � I �:�`. ,� ;``" ,�.- ,,.'"'�.,.' � ; � c�.'�r \-;:+'� • / � d� l.- ,. ( U} , � \ ,� X �'l � ,.\ 8C72.OQ !� � ,- ,�'�.. ` '� �.. �' 1 �� -'��� 805�'t5U'� �" �Q6�`��&}; �` �.. FG ��i - 4'r ;� ,-- � ` , ' � � .=^'�f .� -, �,.' ,-,. ��„"..� ,� \ ' : �, ` `, ' I T�y � .�o"`�� �$= `. $41>' ,'. . . % % � : T.�i' K � :.:.� � `.. '� ��� .+^'`�;:��" - B ,� / �.. / / � .,` ,,,. „" L� 1 � \./ h 4`. \:'...t '�� . . Y ...�y ".�. 'r� . iC.� ' -.� \ � . /. �'r' ���,��� �,�,i/ /\ .1,,,.,•''� �,.. I ��=��. a*° � �, '' '""�` � .12 : � �, � / f �t,, \ s �� �; ,, � , �', � p � -�' �o�s.sa �� , � � �. � -., � � �...� � � � ^ ~ y �52Ap ~ � / � _ ,�j ;.`:,.:J \ / �� � , B� ,' J8,08 / � SW / � �� � � � f ,,. �-�' � ' ' _ _. � r \ \ $W '`Y,-' l g �$A � ./� ' ' '' -�' `�� Y ¢ , ' J / � "� \ J " �8 6�� F' . .' � '`� ` I�l�, ; � 1 ° «' ;�--" sw r '' � ' �Y ' ' �. .; " „�., '' f ��� ' +�.' ��. � � . � ���r � ti / y,,l�' �Ci".. \ _ . //� / ,:+c'` °,F-^ �:> � ,,,,, ,. � ,r .. , � � __.a-- '". _ � �� � r r J � : � yi' ..-- - -. � / l �� �1 ��� • ` - /!' �8078�58 (�� ~��/ '"' .� � f� '' *� ' � ^^ l l ' - ' � ----- �.r:- . .� � � � : '" ����, �,e . � , ���- �' a �� -,.../�� � � i '- ``,,, , . TW {� y � � „r•''t' yi \ . , . � � �,� . / -t� �%. �iy � y� �„l�`^' ; t. � ,,,. ,."' ` � .� � . . E � < ,� .. f, J ( � �� � .a 5 2 .�, ` � , �.- , :,. . � . .. , „• � , .-. � -'i ' . i . `` "' ~ �'� �/ � .r �f /' � !>'`-,, . . _i��� S � � � - . - " '�i / � � � ��--�. ��� '�� � • "'..��'/ ; i� �� "'r •,,. � '\� � �.,,, � ,\, ..� . / 1 . \ i �,.�, � ,,,,,,,,,...•-- `..�,. /, ���•- „� �,,.�'' � ��. / ��.-.;.,.i. t , � l .... ,,,,.���' ..f� �.. / � � � ` �.,t.'. . . � . . .r . _ / f./ � � � �, / „r',�' `�' � °-.' ' . � � I �1� ` f � i.. �,y��" r t� ! 1 "`` ,../ � ,�/ �'� � � �` 5,'l� � r� ` �46�.69. �„� � /f �yr� � .-� �j/ �. � ` � �� i .,� � �.� �,r"°P r�� � -'. � i' � t i' � 1 �d / � � �.. ( �•�' �, �� ��� / � ... � ",. � � V ! �y \ �, r. � 8059.96 ��k �, 'f j' / � si � -• 7.°�. .,� .� / �' � �._� � "`^,-,.� � r 'l � � h. "` ~ '`' -.J � � � ' ` �'k . .� `� ,,.� , � � . / / � � �"' ~ � `.-- . . �� . . �.:: - � �� / -� �, X � � � � `: � �`',� �` r� ' � . a ` I �, � ' , �� �, � f 805��0 ~~ �� .ri M{ J �� / \, ' / / � ' f � � f �' .. � `� \ �T � � " 1 / ' ~ P �' °e t� 1 � � FG \ _ '" '�'' / .' " � // j � � `'\ ' -` � � � / � 'r , � � . \ `' ,,, Ji! � �" y N � ,• l \- ,- \�f" � ,� .�, � , () - � / :- � ryi , � � ,. �.e:- � ~ � .4 ,•- ;� ���,� ,, , �, �' ( � y3� ` /� � f� / � +� � � hQ �` `� � �%{s. /� � �°,,,/r� \�`\/s t J� � �I \�a�if � � r `.�/ \ .,, �' J �,c l�'J '"`�.,,� / / 1"� � } �rtV � �' � �'^. . W � p., � � / y: .,,,,� .,, `, �. � ,-t ~ � - �' '' ° - �• `_ � � � / . � \k ,. l� '�(�� � i \ � ./ /'�vti .`' \..� ` `:� G,,,. ' /,, '� '�`' -y � �. ''^' .' � � ° d 4 ' 1` \ � f � � � Q � ''J '��l ,, fVO � j� � .. �'� .,rd �`�. "•,�'� 'f �� �o"'.,� � // i�' �� 4'°_°''` o,7G/� Z � ��� � f I � � � � �, r ,' -' ..-:. � �.-'�`�.��89;�1 OC� E�--°� 73. . ,,. ,, �''^� ('�} �' '� i �\ � �'� i�� � � f,. � � � � �I'��� � � ,.--- � �- 1 � �, % � ���`` � � � (, I `-.../ � � � / � a � �� � � / �� � �„ � � .G� / � � ` !. „ .,�. .'� i � ` , r�� � / �/� � ^� / � �i � � � ' i' � `J� � ` - � i'� �'7 1!i � �, �' r r �, .i �.. f \ , � d.. K.� � �' , -Q.272 AGRES ' ,�'' ` -I-'w c'�� `� `_.._i � �.-^'�f �`�` . ��� � ' '� L�T �':� r�� ~�:.., ' �°`,� `�.i,!� ��- 11,$48 SQ,F,Tf , f,�� � -'' ! � -a � .. � � � � �. ..�tj� �` ,`>," ,� �'``,,.,, � ~ � ' 1778 A�PIt��� DRIVE �'' �, i ! _ � �� � ��� , ��� �,.-'' �,� , 0,2�2 ACRES �,�'/ %4�'� '� , �°��.�'J �� ,,.-''� i.-' I �� � °�' � � � r � . , .� i � - � � �, ,� % ,- ,' �11,$48 SQ ,Ei ��z'� � � � ~''� �'� � � .�" _ � '� �` '� � / � ,'` i788 ALPjDJE` DRIVE � ' �� '� : ,,- �" ' � r \ � > , / ��=' , �' i ,,, ,.'> �� ,, `` �• r � ----� ! _ _ _ r I , - - . , , - -� , .- . .- � �---=--. e � ..- �-�rp �7T �^+7� . � � . . , ,� , , . ,-- a 1 l.�l�,��i.tl� �l,r�Lil� l \ ,�` _ __ --___--�"--'-- �-'-------------��,-------�r---- - ---------- � '�/ ---y`-f`-_-_�-�-`�. // • „� '' ^x. �"�-._______-_ ,,,,Q.��� -_ -- --' � �- �,,. -�- J---- .f---------�"----- � � ..y /` �-�. / � � � r,, �. �. ''� � � % '... ° a �' J / '' .- -�' � r io 0 5 �0 2a ao �� `` "�. � " \ � ---� � � � � � . , ,��' , , � � , � � ,. ,- � , �,�� � ��� � Q � � f , �p ,- % , , , ,,- `.,,,�, ' ,_.,., -=� ��-'° � \ � , ~°'i - p , ,, , ,,� ,� r�' _ - �. ,-' � _---�.----- �.���.Oa' �23� � .. �,' � r , , � � .�b ,�` ,� /� � , ��` , '` ,--�,,,,�..._" � � s� � � , U..- � , ,- i .' � i / � / � ..' \. ' .` " i'' e �. f � , � � . � � , J � � / �� ��` ( TN FEET } � �'� ,� , � , ,,� ,-' �.-- ,, ,, ,,'l ,,' �i ,, ,,'' � .�,`' `�.,�� ,� � ,� , � , , �. ,' ,' ,' ,' ' �' ._ � _ � ! �._.. _ ! � � _ _ ._�° � � -' � _ � _.. _ _ _,,.� i 1 inch = 10 ft. �j L_._�__�._���.__�_,_.____� ;,�._--- -<'------� _.._.__`-�»,-_.------�--_.r�---/---._�_--�------ -----;--- ,-- .��-�- "'`�,;�,�''= ��.-_.�.._.___- �..-.-- , � � l /i /i / ,� / ,+� „' .,'^ . // ` / /�/ '/ /� / f /� � \ ~ i r � �' i . i �/ � /� �.� ,r / ! / / � �^ � � r ° ...� i� i� /� � .- ��l il/ ����.�CJ� /r! �� / �' \ �' 4` � f � / '' / � i � i� i� ,,� � !/ � � � /� � / � .�' � . � � // , � / i � .�..�..��.�..�-s o-r � / / -.�.--.� �s.-�..�. � � ° , ..r.:-......�..� - ....,�e+-..-�.,.�---...�e�G�..o ..........,•,...•.. � . a r �� ... ��� ! �� .- � � \ " ; ./� �. ..rs ....,�.--*�+ �.... f Sd .o_......�...L��..s _..-� r �.... �..�.... ...-e._ ..�...�....�.�.... . -.. ...... ++ f _ � i _-r"'. i i � /� '�' / � ' � � ,,,,,.- � ' � ' ! p � � �� . ����_ y flrrw r,,...--' !, � � /� r �JcJ��i-� �a}��% - � �J�.��, ''r' � n�.. �-'-" i � i -�'�^� I t�T 1� � LaT 19 LaT 2� i i 802_5.6 i ����. � f��� �� (�jC�Uc��u� ����� � a- � � c� � ' •"'_ C4}m��� . �����? � ' � � � ��� � � � � � �� � � � y- � � � • ..+� �/ J �wi./ � � � � N � � C��J r-- r- �,ry � � �� � � � W '� v � �' � cuc°�c � � � � (ij C`�l N `s.�-.. r- .- s� � � � � � �r,,,_� � � � / � � � •� � 1 I ��3 C� N "`� � >�-�-� C.r� N � � � � � � 4 � h l�` � � � � � � w� �� Cr7 � �- (� � � � U N _.. �� � ~ +� CO� h.� IS��V . .-- . Lot 12 Dt�B 5ubm`n Lo� 12 L7RB 5ubm'n �.+� � L V r�o��c� 1/15/05 L,ot 12 GT7�� lvia-rra� L� 10 L�RP 5ubm"n 10�21/05 l.c>t 11 DRB 5ubm'n 1�/02tO5 LOt 10. 11 Pinal DRE3 03/�11Q� Lot 11 Bidg Permit C}3/c?3lOE Lot 1Q Bldg Permit .1ab number: 040� �r�.un by. mp� Ghecked by: L7rau�ing Title: �ite Plan � �a1e: 1" = 10�_O�� 5he�et Number: � � �r � �'� ..� s �,. � ,.. � , ` �. ��� 8(310.6 f; �ymbol Gommon Name Gount � .� / �� �o7�.t , � � '� ' , , , / � ; ,� ; . .\ ,. , 8011.5 � 80i3 6 \ � / ; i �loradca Blue g �, ; � ,� ,,- ; Spruc� - 14'-16' , : , / . ,- , . .� , ; � aord.zs � , � � `� E� GM � Exi�ting Evergreen Tree ` � �� , j� , ,: , �'�' � L'- to be removed �, ��� � 2 ' f ,; ; ,, . o �` � . -b � . , , ,- ,-, ��C7i"�C�� ��U�' �` � - � ° �' �� 8020.43 � � r `� � '_" , ,� ��-.. B`^` r `ti (r N 5 � 8Q1,�'. ' af' .-'-f3 i '� �� � (� W p� 5pruc�e - 16'-18' Exi�ting ,��pen Tree �`. ' ,� ' � a � �. �' i�..� � _ -- Bw L.aT 9 j � Q + ' � � ` a �--' q r ,,` H025.43 � ta b� remove�i ,� ,� , ,- �` ,r� �o�e. � �. � aoz�,�� , ,� z . , , : o o � , °� � rw ` , , , ,- -'' i � � z t�ll di�turbed area5 of the �ite, � ��, `E , , � ° � _ _-__--__ _ _ �~'� �.-: - w8Q22,77'' , � ` ' � � � including benchea bet�ueen retaining �yYQ g���.� � 8014.95 t ,--' -, �,o _ .��___--- � - �w / `� �,`�1``^", ,�, ' � �.--^ �\ cG �'i � i o 8. � °s802Q 69 �.-..` ,,.. �'°+� ✓ -- � �` � � y�' W ;�, .•`'� 5ervi�e Berry/ 6�.lu�ter� af wall�, to be revec�etated u�/ the `� , �' , � _gfl2.�- �w -� � `� � � I Q w i f �' � `'��`� 5naUlberry q-15 5h�'ub� ` ` � ` ,- - - - --� sozs.�-r au��a so�o.� .. / � ' � t .�. � �� following �eed mix at � rate o� 4� � ; �� r �� _--- Tw °T� -� � .,,��- � � � � �► . i � J ( '� s",' � �i / 0� � 6 l ° � 802819 '"" ~ -�' � , � k, � , � u� er- eaGh Ib5/acre; `, , a rw '- � rw ' r�oso.z7 r,00 - _, �, J ,�-, �-�•.,�, � t 'v �, � c�llon I.t�/ o � �� % ,, 80��; �� , __ _ ____ . �> ° ,i sw `'`��•., l�� ,�' i 9 5eed �o �IX 'i \:/ .` � � -�i i - $�$ 3527 ` `,� f �8031.6`} 8�3i,64 '"`� � � i �_ _ � temparary 5hee Fe�GUe 2a ` � �' % , � _ _ , _ _ � � - -'""l ..�----_ � � p i � � � ea�� C� 8035,6 --- ��� _ so��. o ,- --- �= ,�' rw ' � irrigation a� Greeping Red FeS�ue 20 {l '� ;;'�` ° ° _-�zY28 ��' y � ~�� ;� . , -�" �� r-- .. ° ..=� � ..-�'' a � °'�^°- _ - : indic.at�ed l� , �o�s.� ,; ' � __ � "� �6 _ - ` ____ � ' °' aos�.ss - ; ��:.�-� ��-� f ,l I Ganada L�lue C�ra�� 2C? F ,, , --' a��.�a '� �,_ - w __.<_ ° - � �. �;� ���( � ,, `i /' 'r W � � P�� J -- __ / ,.-- `` "���_ 'FG ' f �.�� P! " ` Y / l��`J 1 ` � i p Ganby Blue GraS� 2U � , a,='' � " ,� _�_ - � "� , �036.27 ,g °�� �'�r� �i� � � f . --- � a ° ,��p�n clu�ter - � clu�ter� af RoGky Mtn Wildflower mix 24 8a��.� ', `, ;.'',, � �o.�� ,a !'� ~eo�e.7 �! � gcas.`� ! �`�,� .- ° '" � �" � ��'".-- � ' 8o3z.��� � _ w � ,r,..-�. � .-._- �38,50 � ,,. �� , � ' _... -� q �„_3° caipier 4-7 tree� ea�h � ° , � _ _��" os�.� rw � __r' ________ ' � " _ ��, rl ° ��., �-- �`"� f I � / a /f '� i �. ._���- ,i,r U�ff}��G� �K. �,,..,. � i 8025.6 /y r,• 8024.7 8Q26.2 '� a ' '�� o�s.�a T�' ��- _� � .. , �, _ � ><' e � e� -� ;y. - _ - s `� , , , �, ; �'" D ,.-'rw � (�} �l �" 1 - ----_ -- ______ - - ~ _ ' ,_ ao3&. -� �,/��� �c �..� ` t`` "}•>``..,� -'' `' _ � \ �-�-- - - --a. _ �J .''r/ ° �;� "� `' �_-� � , ,i� /?.50�•� la '1r�7.7�, -r � ___ �J.��'.-r:�'"� �, -�� _ R36,12� . �� � ,f A � t - , °'�'l -''.i � �~ � r , � � . 53��'TW ;� /`�e � ___ _ - , , l , �/� �{ �`� .-� ,..«c : � i ' /' \ tY7 ^ _�..--° ` . � r` 8�42,66 �..� � f � ' ; �� � w"l X �t�,�b '�� � ��� � ' � � � \-_ w ~"�' -____ DRIYEWA'Y ARE�s:' s � .�-----,�._ TW " r,,.:-'°-, ` �P p � % -~ G f ^�... �, - �' < < �` �'3� 809 7.7 c � � � t�' � '� i ,�`��/ f , a _ -; `"'-j-° � l �<- \ rn �,y �q \ 1;�95`��-G2 F`i" ,~..{' yA.��y7 � r� ����t '� ,t���� Y .� f v°„ --' q -.� c . Q Ir..� r �+.' t f�L's.o ..t �.19 / \. - �=�'` � �.6.6 -- �{, Q �� e�� �, f �5��,,,��M .__. !Y J � o t `r,.'"'~--_ . � ' � � .- � � �.- _ . � � lil�ia lAtiB tlE � , d � i� � � ..� '� � � l t �� �� � ' � "�,�S,fF�., "s� T:Y. �2�05 ��� �'�/ � '-' � �� 035 � ��'ti'� � `t° � � �����a�����t������� �� � �r��'"�- __7� ��"�,� � ��,, �-�� 052.99 ` t ` �"'^'"'�... s 2'0 _ � �. �� -- II036:78 " `� ._ 1a "�� + 1 � �\�? f�� �'G '� f i' �'''' i ,.. � / F t �° � � s,� � ������ �-- - FG - i�'~ � .Y�y'�,e S.r� ' '��`� � � �f j �Y �,,�,,�.°j� ,r�� �• ',/i � l�� ! , /� - �� � ' �. ' '� ""�.�`~ ' �--..`"'.-'Y "�'°"� %���►rr � "-..;,�� _ G, ' / SC}22.4 t � �.- � t � J� .. '!. f8'S.'D-'. � � � �� _v�_ - Ji�� a, ��-7',, _.1,� ,.--" �W,�,�� ..�, ry ,D a '��df ! � � � r .at ,� �/ . � i %�- l �� � + �.. � x ,,. ,'1 � r^,� . J,,. .`` / ,T�,��� � � ,�-n �„ / �i t'' � ,-�`S / r -y-' �1f �'' / \ l---" �\ ,` tn.� . - - - _ ���_ � �� . �p I„r^ r..f . / ' / / / ""`� Y/' �-:v:,. 'y(� �i� `- _� ` ~�l--' , 1 a � � , i DRIYE,�?F� "t�REA: ` � _ _ lw� � Y �f''" � � ,sj� � f�` Q"� % � � rl �.- f� � � "''^_ 1 !,4a�°-- _ -'" � �� " ��--�=`-.• � ~=''f ,'"''-" 1 ,_ �w _ � � � ,.'' �.' �� J .! a� ... f �p� 6q��FFC' _ y i ,,,y \ �: - ��, ,� „` ...`` �`- �� - ' l;'� . ,,,,,1;;: * t „a e.�' � � ~ .� "89 � n ' . . /.' c2 ,. .. -''�� � ` '` !! 1 � � 4� `y' : ;.-,,.f.r- �ti,/ j � f -",,.-' ..�� i," ,, #� y �� � \ �t. r �"1 ± ic�! '" �;h►-, 3;� ' `�'� � � 8056.32 � � i �'< } �1 �- � � �019.8 . , � . �� �. � ;� ( \ � � �' eo3�.s� � _�---_ � R.- �G ' ��CS a I �-. i� � /� `�j'.� j /� l f °:/. / f $033.73 r'1� �-�r� �'„ %t,,• � � ` i�` �-___ FG 'I` y�^l � Jt - , r�,� � ✓ � '� e 1 ::%''� . G"�' :. �Y � �. /�. l,�.�G �•� O �,«,/ ` j�3K,�(b, S� r4 � cr� �/'� =� r '�j� � � ,� "=R?.. -e rJ� / j ,-'`r ,%� '� 4�. /BW �^. � � � $; � f' y� \��,. � =! /"X'��t .., r, �� :�' � ��' �� � � J � r� * \�� 1 fJ �•�� �`�.�' ~� c.4� l � 4 � ��3£� =��,;,, � e � -�--"' ""�"►`�`"'~-t'"�"� 1� - , � �� Y i � � � ,�, � �y �j � � y ,- �� •� � �„ � � � \ ��� � pT ```�:".. N C,.,,'�j- 5.r? ' � ..-- %° o i . } ' r� r .x4 l� ! . /� s���.��iJ F' 4 '�, '' °p, � �� / >\ __�. � � _ _ -�' .G.ecs�.a� - ��� �~..- ' � � I ..�'C. � �1 `�}- .,.�-�1„-'"' �'� J ��. . . . '��% . � � . . . ��j�%, �,,4, ' � "'� TW �� . ����. \ �/� . �,,.� ,� . -�r°-°"' - . � .. J � .�y " '�� r � �� �l�i l . . �, j . ,.. w � �i � r.�- 'r}y. � / d ',,t- /� �s .,,.r.,� w �, r `� � � � � o •�'?� �; � j�f �p0 .� � F�'°�� �,,.. t V' � � - l2 i,f r .ec u�O r;. / i ,- / � � � � � '� � ^ t,�ir'� ,'al °,- --Y,' t E f s � � r '� ��� .� � °� '%`r .'l� ✓' � � ti ` �xa� l 9�� .0 �? G s --r°"' .o 8Q24.4 \ �� s � 2 " � / f %' / � 1 :��` �J 1 � � � ,-i � � � , ?• '',�r � .� e�..a5r�a ,,. � ��. a t � � r f ..�'' � / -, r . � " , , ,� � ��', � �� .,� � �. � , __ -�--- � � �. t \ 1 ;%✓` t r�J /�i/ r'� f '�+ �% l i ti �� i �. �� e t%`j 80 � �''` 86bbA I �`--;- � � `� � ~ I °i+ � � � �. J / � i // /�,• � . � . . � � � � '\ . . � . � '$� . ' �`� ( ; � W I m O , �a2�.� ,� .�- , , , ,,. �' , � / �. , �A-� _ � .- � �1 ---�.�- � � �,� e -o i ; �, ..,- - � `���� o _ �..- .� k ,-��„� ' �- � ^� i '' � ` . � ,.� � 4-0:01 . < ', /� ,�'� � l ,��q�.� r X �«- i � ��.��J.� � �•!" ''� ,..G� � / �� � /'j' 4 f1�4i,00 #�,4, '� / L � ,� �° i : �r /1hP %<J --`0066,5 i °`� I . . .� .! .., J / . . . � i. . . . � . g= 3,g - r.-- 'I � l � .+4' ` '^, 1 f' � ' ��i i' , � ' �''� ` - ~ ...- 7 ,✓ E t � / �. �/ . \ � / � 80 S:iS" �#ry '�..4�-aess�J 'T '� �f 1 �x�+s-. .�-/� �*;y;.� �! . i:i .�._., .. � .` � -�,y� ' � � f - `�l h�r�,.'t,% � ��i� ., ��. � ` , �? S� � ! � � �'% � ' a . ,r ''-%f" �' ' c��p � I Y �A:; � ' �. eos E��i�=-= ` a " - `'�:=-�� _ _ - , aa, , ! �`"�..`-`'°�-- �=�=.� � ,..-" 4 . �, . ,, r\ .-� "% ca �, gQc'9,I , t / , .. .. �4�. V ! � ii�ii�`i�` ,�� \ � _ �_y�j.;c� -' ,2, ,..� ° I r A } ^ 1 r`� �� � � . � . �(V��?, ..-.. �� �G '� / i , . .. . . .. . . , � � r """" 1 N � C � i .y ,. F ;,.. � ,. � � � j _ '�51 Fi' / �' ,i:�-,.',="' ° _.._ ,- - _ �`� � (� /' ,�' l � ; , , - �'Y �/� i J � ' Ar J . �.. � a . .- � �s r' ,_ ,�'� (� ' � # ' l .OQ . - _ . " � -- , - ,,. ' � ' � .� -' �7.us �rtiv -- lJ r'% ;� �� ;f. ,- ' �y-�' � , � ,;% , � _ / ��� o�o,s�..- r', . �. ,. . . ,, , },�` 7 . - _. . --- 6 ,�. „ � [' � . . _ _ _ J �/' G32 4 � � � \ - � � �--J�I -° ��J'` ..+- 'J �._ _ tX� -� '� \t. 1 ' /'jI�-� 28.Q5 �- ��2a.a,�� � ,, � G ,' ;;,\ � �� . �' \ � 39� ,' ?,..,' _�,=,�- ~..,,..- - ^ ' �'` � ;.;,- i . yo- I � � � . . � ✓!' I � � ✓i� � '+�/ �� _,._.1 . �` . F . . � _ �� �~ q� �J J6 , " � � I "'7 7 - `>• ,,.,^ � . .. � � r � �y . 0 ,, � J � G r � 4l' i . Q .�.J . . `�+� / ,. � r t� �� � -' 1 (� `:S, ��` � ~� J S '' � ,,,,,� °' ! � „4,. ,� � - , �-" 2 �. L�? x� �-' �� � � - � - � ` w � � � l�'� � t- . i' � t � � '�8',�. � p ,. -- ° l t p �^' � � ,w�'.° � 'N ` �^'=. � � " �: i I t p l � . ° �•. � ,-�`}\ / Y y�` t1rZ � � / " � � �'ii � l � ., a �'" " _ i ` v .�.� � �`^w.,� �:% � � �i '�� � . �' �� r� � t ' � .r r�"' r � i _ � � � "%'' �� r,,. j' � � ' F� - �� � C-' .� ; �" e�,' 3'�-�1 s� � -"' � f.. ��' r-- ..�--`°'.- � h f' : � - ; ' � / � �- � i `� ta - �8p7 37 , � :� . .y''G .�k'?FZI1lEN(AY AR�, x �-.... ^� � �� - � , �\'x,-' _ � I / ! �r" ,,.� i j 1' \� . , ,��..,_..._ ~ ;� ,;,; i G! ' 4�K� C-" i. f! �'" r . �`�` f-<;> s '�°`• Sw , 3' ( ',,-'J� � ���� � 7,�J�{3 �Q r028.3 ��� 1 � ,. �• ,��':-'"��� f�;-''. �f ♦ �• ,�. �`'"� ';� l l Il --.�. ;.,.k,- F .-K' o ;��.26 ,,�" .-'r � � - j,-'' �� . -, �. � � .`-•, .�-' �'° '.�` ,� �. �, `'��so.3i -r� , a�72,sa �o �,oJ � � .- t ,.� � . J��`�-..- - _;,, x'v� t` `�i�t' v � ` ' � � \ ' �r / � � .�r 1 / T w � 24.42 ! 23,=� � ,. , `�.- . - 27-4� .:8'1� �4 .. � �� , � % ,-~ � . r,�. . , .�° _ a `',°�. � f--°'' + r'"a t .�.`�" ° � i � � t �" � �, , 80�� y tit l �K8�P � '�' � 8 - .r � V'�% / t t � ,, � -.'.�- �.%` ,' � �> i � �' � � "�` �' -� � `�:t / 8 9� " � � ,� "l,, .� . J �"t. �+ ';% (' .`t� --~ - � /._; / . � . i , . ~!� . , -�` . t '� E rr,-..= `" ._._ ...- '` ..c �f- \ � .,-- l�` � � , k, .y � � ,t -' 8 A�i`� tw . �. . +� Vi�'�..". � � i� ,� i �....r �.`r°f / �,?�..� � � �s `-\ �' � � x- -1""J� � 1.3�r-, � . \ ,.!'�. � � ''�' , -° 'r r Y �:12 �� � '�"" �, .- . Y� `���.- � � � ° ° -�w -' �,,. f � � � � r r �' ,, �'" � ° .- �, �--- �� !. � � � y r . , r � � �. . ,�ry�- 3 ;u�;., ., � . . �. r ' . . .i . � . �p ! „' "� ,.� / � � / �s y � � r ,r � r ♦ l' .. , n � , a . y ii' •r ��F .. � � � / �.- .. ,. ✓ , w. .�" �' ,. � --'� ,�-•.',!`c' . ^' „r..s-z . `\ ° ' ., C ` ��•�` '�� O;i2S3� � � 8 k�'�' �� ♦ ! ��� � 0 8061�61 °' :;�'�,`. � � $ 76 37 ,,..' ° ,.�- �: � � i : � : ' = �� . ,� � �4' .-' - : � 2�:8�- �,. ..% .-- :2 , � o� , 6 � � �- ��,G�- i � t xr � �. -' Bw �� � -- •- - ,..'. ':� -' \ . ' � . '� fa�r a � j � ( � .�� �,' a � �-.^s a f ) �' .:,'�;r'" � ' .� ,�z, ,, � „ . , ..- , - , . , , , - " , . , ; � -,:- �..�s.o �w ' r- ,,�,�' ,� a a . ;- � ,, .- � S - r ' �,-' < <,, �` � � . � ,_,a�, g, � - 1, " ,. - �.=J �'� �,�� .�� � ..� ���f f� � �- � \ i"' ,- � , ,� « i' � h ,�''� ,-`�: \ , �i , ..�.. y i ``� �'�!I °..� 1 � 806� a � � � �` .0 Tlht- ` ^�..E: � � � . _-- ' n�.- .. � s � � 4 / � ,ds � ' ! � h �yqi `�. 1A / .. i � l� '^--..,..�_ -� � � '' \rirf / }.<�. \ klJ � tir R' 1 ' � � � i.. �, � � `*'4�'' t� ! ♦ - 1\ ' �, ..'/f ' � .� ' ✓\ I .- % •"✓ q,. � � ~ � ° � � • I .f � ��^ ,; , S iv -'s , '� � . .-- 6 � , � �'� ` ,' � � i \�, ,�i' �' Jr°�j v>% �� ' i ' � '�;`. <p n ''� � 'C � + � "f � f � / � t � '� ., /'� q !�* ,� � t �',--' � •- � O / N`�C � � � o�" , � t ` r ! br'� � r�' � w � J '� J � � 1 i, � � �'�+1«T l � , . � �':� � \'� J%" � � � . .�'� �' � s ;,� � � .-- __ f21GINf�L IM11` �. � s ..--- • r: '`` � L F 1..� \ �� .� / ; ��, - . . � � � 0 ``-'�-�-' � ,- \.- �,� i ��o. ti .._.. � � 1 0 i � w � � 25.51 � � � �-' 1.�, .C�J � �• �- \J .� � � � � � �'1 � � r / �~i \ i B� t�'' � - � r �=r' � '�` l„� ,,, r. .. ,. � . .� , - ' � .. , .-. ; -.-� . / . _. r� / �"`^�.�.� �,. .�:° C �-1 r . � r , �, �, �o.o� � .,� � ,-` � _--�`--' ,- .� .` �4� � `� � h c . , � = � .�c�, ,! � ,.- ., r'"�f / .; . , � � , , � � �� � , � .�'' � � i' .'� �}- ,, :-°' y' ;'� ,� � % `�� `. •l, �� � y' .. +, � \ ' i ``i'�s�� c+� \.. E � .-- � � \ ,• �� / 1 . ,. z � � ,: - - , ; � �. �,� .- `,� / .• � � 1 �� �. �. �` ` J�� • f ( RGGJP05�D LIM .` � � � � / l � ' 9 �, RAD�� � ° r� '\:c' � �1 � Y / � ~`�_ � . � � � �� , "" \ . � \� f ' �' Cy � ` �- r { �. \ �' � c O� .:. <s' ;:'-' .•'l�� �„'c c4 � f j � � , / l �� �! � -/'f �- , �-,Y,,..,' ,' �� , �. + ,;\`� � ; � .�',� r I � � � -,,s.= ��i;�� eD55.00 � . ,.,�° � �aU . 15`I1.1RE3l�1�-�T..KE / ,�� � <. #� `� .'-jk. .� �, s � �-r '� � t� rw •� r^� � / \`�y �;1 / Y`r� g`.ri ! f t� �� �,,. '�('i EX15 ..r y� yJ ���' � �.c,,/! �``� ,�1 ;`�`� �i � � \ \ ��'^-''� '� t' / 6\� '� :��� �y � 1 ,�- y� ,T'' � s ' 3.4' #� �� `�q, � � :ti � r ,.,,-°`'._ ,-----�- �56,68 �'�Y � - -" ,i� , \ � i ,1 i eo� .�� �,� l 1 t � T `� ��`v: " ct � �- � � ..- 4 c:...�, -F y^:;� � +pl,r ,,� ='' '�,.' ! \ ; � `� 1/ \\\ � l ..: ' ur�, `, / � b! N � 8059:�,�a �. � ` r g .. � p71,90 s .-''j / w/'' � �' ,�' _r�_ 3�=`�"' '1''' ��' s BW�'` �a,� �� 'r x t : �t., 1d' r S�l � ( °°,-�___�___ ;.<", ,�?''A '���c' =1� �� __.- 9`�/ a.�r�'0',,, � � '�� l,,.-O / 'f ; ��' + .�' � ,.. ,,:.� „ "'' ,y o '9. �; .,� \ y '��;� � ,r- J , aa��,�a '�° �, �..�j� r , \ �' £ ' t, ' o. .� .i q ..-� � � t \ /�- - ! 'Y p `, h��" �` / �; "'�� \ '` �;J�;. - f � � ,'•.� ♦ �' j� ` 8�6 , ' �\i' `cn�'/ 't k' �,• � � ?j� _ � �„ ,... ." 1 � ' � .7 � \� > ! �,5,' ♦ � n 'Y ��. • i �1 �,,,�-�:%'= '.\� ,-. ��:.�` \ �` ,�,`c1 � < f 1! � f'G,-'"� �' f � 8�65.�5 � C p ._.�;_.., ! ,�,,,` 8026 - ' � .-- > > � ��s� * t I ..-..k . ,.- \ ,�t,' i \ti� k <\� � � � ' ` TW = � ,. � / � � �.- � jr ` 'Ci r. j.- �� +� r,�....,�k`, � \ � � � � `�'n'T - i �i / 4,�r'. ' fi 6� / � � �+ t �! � � \ . a . .. . "° .,l�u o / .'rJ �34d e � �`.' !. '� i's \ '� x \/ t / ,- /� �'' ,�,-� �-�,. � - 9 / � 'F� +6 #�l � t Kl � 10 p ! � � r' f 36.0 tN � ��.. f 42A `�' ,%_ �' w ,� �` \ i \ � �'l r / 4,3: a- ��Pt _ \ � J y ~ r --- 44.d TW ���`;T� ...,j � / , '� \� , � �q � \ .w �.- � � � �4 w � � GRA�KIC SC �L� 5 70 20 { IItiT FE�T ) i inch = 10 ft. � � � _ _ _ _ _ r" � "", GRAt7E ..�. <"w �0.5 TW��,-,,;= �:�� ,,� rr �� �; �q�iBQ �� � a; �-� ,�' �. �r�,,,� � .' �'�' 1„ 8�75.iT � f � f p.. , � � ,� ,\,: t, �+ "''� ~ , � �' .s i, r � \ h � ...' BW , i // .;1�^ `,``� � `• 1`.. / ,S' ,.� y � 7 ....� ' �'.` !'1 ,\� �1 U �' / � / �°' ° � p J � ir;` / ,1 � � i �f � � �� '� `.1 ' i , \ �� !, � l /� / � ''�i.� � {'� 'S� i'�. `���' .iJ �� ��,, t .�� y ;'r ' �� .�,� � �\ c1. �j <' \, r .. ;i � ` � �'� `1 -� � ' 806P.00� ,�� ';Y;% � ' � i / � �,,� �' � ~ ,� % � /�'`-�.,,\\ � .r t /'"� � � �v r,,'���%� - � i. �J �OS '�:� � �.t '",r�i' �� w �J � \ i , �`.,,, J� � ^ °� �� { ) � � \ � � � �`. ,�t� R..� /J� � i! f ..� � � � / f !. r � � '' / �. � *✓ I � s, . / \ � � f ` I �� �''\`� \� 1 / ��� � -w A a�' .:�"�� _ r,�' � 80�b,7 to""'��,J/ .9 �� i� J r x,'� ~� , _ / �` s t ,. .� J t,'� ,` \\ ,� fi� , �; ;�F, "'� , f \ ,,c"" f , � .. ` ,r�% � � �8 �X� � �� , � , � r. � � �' � � � �'�"J � � ..0:�721 ACRE .5, �� ( . a� � � a ' '� � �'� � / � S� � � � / / '' � j ^ >> � ,r ".. ,4. "� �� � ,� „f-- ° � � � �, r�'�-' `� ` �`�}"'� , � \ � � ,� '� � �'% �� -'� _ a>�.sa ��,.-' �'�'�. �� _ -'° r 91,8�8 �Q F�'-' v � `� �� , s> , X,, � �o �� '- � �� �� � � � . , J"� w � �. - �. \ � -�w ,.. � �; -`--- , 1772 A�.�tt�� Dff�IVE � o � \' \�:t�: J � .ti �'' / �! , '� � �� \ � � % y'' r �� � /,f' "�. � r" -$OJB. 2 r `� � �"� "--'"� f i � '�'�,� '.�%�� rCl � � , � / .� �� ���$0?�.00,� � � / .-' � T '"`+•,�, ''' \` � l � / .=�° �+„"� .'' ��� \J .->>{+ � � B , ���/ �,� "'� ..�� � �, ��;G �' //. � r `� �.''� �. I I ..�^''" . .w�` � n � . f ` ,, �'N °' � � �� -- �o'�`� '0!� j � � - ,- /. ..-- " �.--� � �... . - �„� .,, i r, -�' ��);�, / � 8o6�<Y� '\ / ,�% �i,, � .-- . ,,,r � �� ,,.x ,� �� -� �' � � � �aa" . ., y�, '� aRIC71N;�'t.,,LIMITO�" �' r'' I a ^, ,, ��.�'�� `l '� r � ?a'' `, -''�� ,'� � � �" 1i ��� ' ; ��.� �, r �'� � ` �``",-'' � ° ia � D15TURBAbtE�NE "° -� _ /� l i ,.- � ��''°'�,/ .. ,� 'ti ,,f� \�A 1/ ��l ��� � 7 .i..� II075.50 �Ml ��.� / ` ��' '"" � .. . o " y.�� - i � �, �� �� � � '� � -r'' Bo . o r aw -�� �� ,s RR�QE'c�355ED LIMITOF� " ,,.., � � �' � � W ��,`Z,�- � �, !:,= ' t�{ t / �/ �� � ��� j �: f ,� n ��_ T8.o8 .f� / ��y f ,D15Tt�t��ANGE L.II*IE �'� ° �4�~ ,,,. --' � � � , '��� g� g, � �� 1� / � �,' ; � � �- BW� / �' / .� "'`",.v,; � 9��� �x � � t °�i�g,� � �, � . � � 1 � � .. L. _' //� _._. � ^f � ��� "` �° . --^' i # _ -- ° �1�F� �,r " G i `f' �'-," ~� f� ..- � / ...- �`� � '' � ' ---- -�__._ /i' �$078,58 (� V >°J � � "�_ s i � . .,,�` .. . � % ...� _ � '� � �, i � --_--- �/'- T W p,,� J � .-' / l "�' ��'w •, ,� °„ r''c"•,,� � -' � �� ( � ' 7. . _ ✓ -' ` � "' �� -^" �/ �� �i 1 y-" � / �""� (,J %'t" v ° °` Y '- ---�-�.`' - � ,�'; . � � - ,, --• ,- � ,- �,,�,,.,. -- �., �,' , �,�� � \i'� � � _ l ,,.�" !,� �/�! ` �. \ / � � �'1. ' ��`....""f'"� �i i� �,.''� y `° � .- w.,* 'o .'" ; `°--.. � . i � �. 5 Q � � f�,/ � � : �/� !! � �t� . `'�/r � { C � ,1_' � i� ,,._, ....-"", j � i' / °,>.! " � `. `„� ` ' %" :, / � � f"�'-- \ '1 . . �" . �. � � "`^ °.. l � \�� � � � � .- `' � ^ s r i • � , •J' � � y � � �\ � � ` � �� � ,,� � � -� � �`^* � � � f�1 � .,, . ,, ,. � r � \ ,'r r F8u63,69 °'�'� � �,"�' �� � . l ,-„"'S'C �i �...,` � ~�� � ° f � ° �~ � ~_ � °`J v l , T�r �" „�' � �.. �'�J � \ l�� w� ~ � ` �� . \ � � � .' , \ f � ��. �',� . �' / � � .- � � P � `° '" ��J~�� �PPrI J~I � � � 8059,9 �Y �' {.7� / � �' � '` �,� � � / e f � l 4 �" s�,� ° °` ' , 74! , , o.,.: (� /� �� � . \ ~ \ '�// ��- �� i ✓ f � u � '`" 'l � °`- .. ' ,r....- . • ��I / rx'l f �\ � . f . � �.� °y �...� .. /'�� ....---'i � • ' \..... / �Y' � J J \ . i i l ^ s � ,, "�� \,,,J �r 058 d,. � .`` + %' / � � .� '` � � \ � r � � ��� ,/ / i' `° ,,, • �. � � „�� ` / h � � 'f � t V 40 '..,=� " `'"-� ' ���� - �i \\��////��/'� - ' - {���A�� {�����(�+-�'^ \. � �. ,. , , , �. , . ,."�,},�� L� c�v.� \ \ � � f Uf/ � f \ � ��r �R'��1Y/�U.. Jr.Yi��� 1 �i '��"/ '\, .,� � /�/ � �~ i� � .,.n- / f �'�� � i � ` '� � � � « �.� \ r �� � �..�. �'� \ r - % , �' i� '''� ��� r \ � ��� ,l DISTUR$fCNGE Cit� �' � � -�`" �. / '�` � �d� `� �' � � ti .f W n �..- � :� " � ,�' , � � � i�.c�o5�v �.iMir� �. ``.. �. ,� ,�' �`�, ,�' � � °�-' °� .Y.- � v C� .- ..�'QRIG'I�IA� �t�il OF O ,/ �r! ~ `� / `` ,. `� � �- ,' f' � � , �` `� %'r � L� ci � � 1 �>'�j � � L7i�TUR�3AN� -L'I�IE �- � � `�,�, / ;� .,, -' / `�. .,, z � P � �L�I5i11f�Bf�NG� Llit� / j � �, �� , � `,„� ,... ..,� / , ' .� � ' ����- •�' , °� � �//� f �rJPG�S�i? IM�TOF � , � �' � ~ - "� '� �``' � '� "~ '� � � I ('�'�' , � r-- � � ,- .� r � ~ i� C� o " �/� _'`�' JD�S'1"U�.'BA��� LINE � � ' ,�' �/� � /, .,,� ,��/ �" -�/ �,�'�� L�J,I� � � ,�� r �y��"�--.; , w I .•'r �f `' `�� � A. � . . � � , � / . �1 r' � , � �,�! �,. "� � ,� ` � � ,� � / � t�.l � -��� � �,.� � � �� t r ' � f .,,� �`. �,� � '`r�' �-' ° -0.272 ACRES � ,,,'', ,,(-'l `� ..--� w / �� � i � ,' , � �'� �. i � � `' � � � ,•, � � -� � r -�, � j . � ,- o - -� � O T 1- 2 , - ,,, , ., � �,-- :�-' , �,�4� �� F� , ,- ; � �... �,,. \ \_% ' ¢j ���� .. �.� i d,;� /f ��``�.� -' '`.. 177$ ALPIn�"DRIVE / �''r ; � I �r� Y . �,,, ��-- ,' / . � -,, . '� ' ,, ""- � I �...+ .� '� � �,� �,�%/- � � /� � � ,�- 0,2�2 ac��s ,,' ,<.' '` '`�=�� � � �. "" ., , �' ,, - �r-- ._.. �, � .- /�.. , , �-- . � f ..� � � � ,�y ' . � ,- � *' � V`�' � 1 �11,84$ SQ ,�i� , ,:,. � � �� � ,� �- ,,,� � �,--'- / i -�'' Z -� , �,� � tr 17g� ALPIPJ�` tiRIVE , ,l � `'``'�x' r `� i ' � \ + � �/ . 4 _� �� � // � '�' �// `~^>l f � i� � ' I�/ 'm. Vr � � � � � .. .� i °___"" � .� ,- ,. � -. -- o ' i � l,^ .• ,/.� ' • ...-_________a.. _________ � �- �, - ` � ..-� �,, / �� ..''`�., $�� � /J � J � 'l' ��/ //_____ ______ ________ _ �J_______ �/____`_ ��� `______ ` SKJ -"� } / . � ,• � �,�` y`...-�_ ,,f _____ - � ,� ________ _____�_ _ _ y- �' v-- � �� ,,;�' � - - - -- - -� -- ,� _ _ _ - % \ j � � • � �`' �. r �,,, .'`- � ' � � - � f � \ ` / �� � � � � � \ J � � �,,• / } / �' �` ,' / �' ° � � ''"l ' �`` a �.''� � � ,- , \ / .--- _.-- �,- {�� � �' �' � � .' �'.,.,, ° r - � 'f � ' / � f � � /' . // r��J i' i' , // �� i� ����r� ,`••✓' J f'�•�' f ��'�� i �� �� rF ( '� / � ,�l ,,�� � � r �' -' � '",,,�, � � .. � _�_ �r `/ ,, � - � � -' ,' , ,� � / `^ � ` r r ^� ,,.,. ., , � 1 ���� ,- , � , , \ � `�.,r : �° °C � � i' ,- , ,' ,' �, , J�� � �,.� r . � -. .` � / l ' ' ' � / r ' � ' � _.._ �. ,_ � � � A. _. _ � .._ s ._.. r v .._ _. � � �` � -- � - � --------__ -_-__------ --- --- ---- --__ _.___. , ----- .__...___ � _- '- _.._.i j / -� - - -� _.. _ _. � _._ - -•r- - � ,� _ ._. �.�s v -!- - , � :_ _ ,.' � �..n � .... �. s. `�„�.� J� ' . ..-�,; ,.- � _.._,,.� �. i i � j' �`- , ,. / � '' �, �, � � .�, �� i i i i' / i � �'� i' f. e � "� i� ' i� i� / i�� i� /l / �/ i� '"�� �'' , . � i' i i � �"� . . i / °. «, �� ' s � • .,,, ••- � .- _ � � �' � �, �.. ,r {-� , � ^d ,' , / �' / � w " � /' �' �, ��_� `�'/ � � �i „` '�. r' . . . �" � 1% � � f •� f ,,�_ • i ' ,�-�.- � „ .c.. ��-.�_�. r . --.•-.-...�'..�.-...+..�..-+.,�..,.. ... , . . � f � _ t.. �-r �......,�-�++� �.�,- �- ...... -^ --•-��.. �-�-_�....-� � /' .. �...-� .r.�...� . , �^' � . _ � �/ , i - � � P ..- '`_ �• �____ � � , 'i � / � ' d r �,, > ' r � �.,.,-- � � �� .� ? � C� �,� �+Pt� � � .�--- t ' .�^'"�wf�� � f ! � «� / � � �'' ^ i .. .. .. . . . . . . ..... r.---'" � L O T 19 ! L � T 2(� _. i LOT 18 , � � j � r r ' I , , � s ����� �.J �' X"_ `�t' '_ O i * "-' Q? m (� � N '� �OC.��,`�' � � �� � ��'cc � O � � � �� +� ,.� C� �-- � � � � �� t1"� W � � � � � �^i � c``i � � � Q�A, � �+ � � ` � � � . ��� � ��� � � � � � (llNN`� r-- ,-- (1 s r.., � � � � VJ ° ° r- r--- � � � � t� � i I �/ '�c�cv� � � � � �%�i C`�i � � �■ � ���/^� � ., �y w t- ■ � !P'` � � � � � r� C7 r--- Q� ,, �..� � � � � � , �� O � P�. �, I�S�e I�ate Lot 12 URB 9ubm'n c3'tl05/05 Lot 12 DRB 5ubm'n o'i/1�/o5 La� 12 PRB 5ubm'n a'tf27�05 LCSt 12 GL7'S 7C.�14'1/05 Lat 1c� i�FZB Sut�m'n 1Ol21/G�5 i.G� 11 L7RB 5ubm'n 12IC?y05 L.ot 1G�� 11 Final I�B U3/U1106 Lat 11 Bldg Permit 03/c73t06 Lat 10 Bldg E'ermit �b/OS/46 ,�c�b number: oa-oa L71^�u1Ct k�,j: mpp Ghec.ked b�: 1�rau�ing 7itle: LandSCape Plan 5cale. 1'" = 10'-C�'� i�tumber; � � � � LQT 12 ,�N,�L.Y�I� SITE ,�REp. - 0.272 ,�Gh?E5 11,&48 5�2 FT A�LL.OfNA��3L� GRF� - 5,302 5Q f=T GP�Rf�GE �LOOf� ,�i�� GREI�IT - 600 5Q FT G,�R.,�GE �Lc�c�f2 ,�� - b�8 5G2 Pi" UPPER LEYEL GR�rLt - 1,1C?4 -�"J' G2 Fi M,�IN l..EVEL GF2FAs - 1,6�q �2 FT MEG�HNIGAtL LEVEL - 188 SQ FT L�1NER L�1/EL C-�RF,� - 3�11 5Q FT C�A�R,�GE G1zFR - 48 5Q FT TC?TA�1. GRF1k - 3,34�5 5G2 FT ALI_.OIN,a.BLE 51TE C,QVER.,�C�E C� 15% - 1,777' SQ FT TC�T�1.. 51TE GCNEi�GE - 1,`154 SG2 FT L?R(YEY�t,�Y A�i2� - 1,5q5 5Gt FT MINIMUM SNOW STC�GE C� 30°l0 - �47�f 5Q i=T SNc�W STUR�GE ,�R.E,�. - 554 5Q �"i` P,�tI�.K{NG 5Pr�G�S REQUlREL7 - � P,�K(N� 5�"A�GES Pi�.UYII��D - 4 LOT 11 �1�l,�LY515 51TE p.t�E� - 4.2�2 AGRES 11,8�8 5G2 FT R1.LOY�BL.E GRF,� - �,3U2 5Q FT GRR,AtGE FLOOR ,�RE� GREI�IT - bC70 5Q FT GP�R,�GE FLt'aOR ,4R� - 'i06 5Q FT UPPER LEVEL.. GRF,n. - 1,D�t�T �Q FT Mt�.IN LEVEL GRFt� - 1,738 5Q FT Lc�1NER I�EVEL GRF�+. - �f54 5Q FT G,�R,�.C�E GR.FA� - 1Q6 5G2 FT TUTA1.. GRFft - 3.875 5G2 1=T A�LL.OY�lA�t3L.� 51T� C.C7tifER�GE C�A 15% - 1,77� 5Q FT T4TA�L �(TE GCN�RAG� - 1,7�14 5Q FT i?F:IV'EYVPtY ,�R.� - 1,�447 5G2 FT t�tINIMUM 5Nc'.�W ST�C�� C� 30°/a - 43� 5G2 �"(" SNJYV 5Tc7RP�GE AaRF..,� - 445 5G2 i=T PA�RKlNG SPAGE� REQUIRER - �4 P,�2KING SP,a.GE� PROYIPF..r7 - 4 Ba2�.� �Q��. � 8026.2 f�� � LOT 1 O �1�t�LY� 15 5lTE 1�RF� - C�.272 r�GR�S 11,848 SQ �l' ,4LLC?W,4BLE GRF,4 - 5,302 5Q �'T' G,�RA�GE �LOOR �EP. GREDIT - 60C) 5G2 FT C�RR,�GE FLC70R �R�,4 - 584 5Q FT UPPER LEYEL GRFt� - 1,3q8 5Q FT M,�IN L.EV�L C7RFA� - 1,761 SQ FT M IDI�L� L�VEL - 1,235 5G2 FT LC?WER LEYEL C�RF,A. - A�q6 5Q Fi GRRf�C�E GRF�t - 4 5Q �T T4TP�L. C71�Ft� - 4,8�i0 5Q PT fi�l�LUYVRBLE 51?'E C'.�7VERA�GE fi C� 15% - 1,"i`I�t 5Q �l' � 8011.2 . . �'�, 809 C .� . . �� 8011.1 �, � � � � ,' � `, � , �\ ;. . �01 � ; , . , . : , . , ,, , �. ,- , ..�` � aota,zs ` � ' • Ec � GM ' � V"�l �, �` 80 2. � / , ,, � TOT�L 51TE �CNERt�GE - 1,773 5G2 �1' ;' - ' ,��% �"`.,,�.1 s�?o.aa �,. 8013. � a,, � r � Dt�I�I�YV,+�Y ,�R.� - 1,7�i5 caG2 FT � .:�-'�� ao e.s.�r'- � /�� 8025.93 ; , ____ � ,/ 8�-- _.� � �oz�.z� ,-- $�, LOT 9 MIt�tINtUM SNOW STOR,a.GE � . �, ' ,'' � '° _ - ---- -' -�W , '� t� 3Q% - 539 5Q FT ' � ~_-� �✓--�'- = � � aoze.�� � ° ��� � !-' ,' �-' � _.:-^'--------� r `- �W �' '"^.,.r,��.� %� ,� 5Nf�1N STORRGE t�RE1� - �tQ� �''JQ � ,�'J ' B�g $� ,� � r� � „ �820.69 �^ -.., i � ' � `�O �` JJ \` �' 0 ,M`�� ✓ 8030.24.. ,� �" ,- -� ^_ ,f aoaa.�� �� �� �,� r T�,,,.. Pt�RKiNG �PAGES R�QUIRED - 4 pti`� ! ,16 — .Y .^��� ° _ _- 8028,i9 A �' rw .,,. �, � ,.�bao.z� roo �-,. ,' �.-- �� �� W80�� _ __ � ° Tbl ,.- -- IIW `"` `- �.,, � � ..A, ° %g�0� 1.64�`",-�y.c�_ PP�RKING SP,�GES i'R01t1L7Eq - �4 . _ .' / / r-BW i ° .," "`, �,;,,.t, �35,64 � � � °` � $A2Y,28J Sd2 6 °-- p � e' �'•'.�;.. � 1 � -.e fi� r �« (�j o�.n. t � �' � 7 ti..! � �N�,� � X '_' � �-- � C� •� �m(��� . �����? S.L � � � R' � � � ��� �Y'_ � � "� C� .� � � � z va ,�., t,� �- � � CT� � (�^"�� \.r/ % . ._,.. {,/'� W � ��7 �. e 1n '�''P`'"s .. � �Oi' i �i ��.i..':. '•4`� �di�i� i�' i�' i i �r �. i `'+'4"�4i�i si PA � i'i :':''s� � Ni ':4'•.. Myd� � : i •;:''��:?.�i%��i`�i., �%: �4��.� � �.� II : t J �O:< 8 � � • ��4p0`,<.:!:;, .. '.' � ....�'>.a' .�. s�';w Od 4�'''J.J. •...p� J •...Op O � J' p4� . � ' O ,r �iJ' � •ro��i:�::�:�.±�.> :: .;;. •..... n� �.r.�..: `':.;�'��v•• r.�,�{.4':...o�S�r,v,,,'�•'r:odo,,,° :'�'�•2'I•:••'•'�+�F?ti:;;y.•�r,::S.... ;.,.,�;z . a s�• � .•.S,�Y63 .,.r�r,°,��• .:� :•':��r.�y:F,�',ov'` .„o• ••,'r; ,o,•.s;a :;..�.;.eooe. , � , : •��2:� :> S; o:¢.'+• :rr,°`� .'•' ..r�''edo;,S ;a•o..;;.�n� rs; .•.J, :o::;�:•. �a'�,� q,,.,.,<,�,�,�,�,.,�,�,� . ..+.�'��+y''?:: J� � ,'" ""� .:c';'., s�:•'r> ��'tr:'.•�:;::r ; .;: ��� �'�,�:;q �•:::: ti3.�::�:'d.?'E�o::° .'' �' :�:000 � +� e F.;�'F,� . �:.e° � .y� ��><y a;�rr.r ?���:`;,$y.o ;ti g.;���;;� ;s;.;.. , •, �y� �,,�������.3��•,•a.00.;., ,�a'� � � ...� � � �.Ir �a;,� c; ``. o �5��, or.�ti B•� ..•,.:! +;,,. ,:,'o .: ��Y, � : C ��•.•� Ve''� t° �.•��. ��. hw���'iPDi�. �;'o, •r o �. o s �a, ./� .i � ' � �:.C;;; r :.�� F.;•�� : � '`� �o � .�.�`'fy�.:�` bf� � %ti o r �ti .�t.�`� � �� ' •y ;'F,.• ::%'�° 't�:i: :;ai�r�h`*S�E'm'" ; •s�=` . �sr.?a✓r > . ti;:: � ,.;., ::;so�'. +<. .>, .�' � �,'. o ::�:�.• r . o . . . � ,' `%�. ,� i: . • o•'�:. .as.. ,. o ,., : � � � _ '^"� AI/_,,,N• �,_ .� > ✓A'1 .. ��✓d;• ,'r':d: �>::�yS;S•? m ' � 4p � •Fa � .,ti _ t r.i' d � ,,.'d, �s , .,;., a �•:;:; .. . �,�,�,�,... , i � � .� f g.;.;.,9 ; s,s 1;`� ti:•'••'• .. < i � /�� �,r- i i ! � r-0 . >s � r .a� , '�..eo•'•;'•' �il� u�V /�"'�/ � ;%r , d � : +% F ��'•' ••%''• .s �'''• i 1 I �i ,r� co a«::�� _ . S`o::'.;. ti \ � :'i':�.=<'N'.:; 9�`4 M••:.:p..�e`r4�. ..+.�:`:. , �� �� �! �. :.�'�'�� `"�`O'���� + � ti'r�`ti2:2=':M � �;� ,.;,:`:� :;.�y�:ti �'°� '" � Ilu �R+ : e � ;%..;;'%";: .�:a. " ����:,:•'��°•';• ;,�,• �;:, :•'�:�::�:�'�•°..,,' `� ..•a �, �! � �; ;L.. •� ^� s �. ss,.ti,.a ° .,o a o :•e.m.:::� � �,�w �� • ��; �,•:: ., �► _ _ `:;'P g;.o•r e3�',•����, y : :ti':o� � . "+!�' rR ri ' :�: ::: •o: ''' ,:i�•''' .oA'' a .o, o .� ....•o. •, ��y •••• -'t�eQ.J�J Pi' ep0.• ti .� S p J �.� \� `�.•.•J � J,TJT;.4 OO a S J.* . `. • � . s•. `� �' ���•��'•�•• •• • � v �,f�,y. � J � � 'y : j�i. or� ; �..� �� �•♦•••• ••ew•9••, • � , p�,, ❖ � • , � +i .. �.. �.� ����00��004 . •:.+.•.•. .: � • � , �.�. c;,._ 4 ... ........ -., ,{<;.;�.;y!.;.;.;.•. e • ' � �.a ;!.�00.. a. ;...c• . • `��q+� .... ....... a �•.K'"a� v.;., J,,.,`t �.`�. ... ,. }��.,,, � �i /",/� JJJO.•:'.•.00'.m• �'�.: ° 7 r' �.w O�S. �.�0�'-� 9 ��:'Jr�,� i � +�.�r yO • �1 � s :.�. 1,r • i i `.✓.•:•�❖:•:•�•�����•."9•��� ,.:'" YF -p�O,k +�j.�� ,, �''.�•• �'�� � ...�.,.,.,.; �:. .." : �..,.. • � ... . � ♦ j' o O :�.r� •. ' i ... �. i•���•���'�•.,. • �,, Y i '%�:•`i:'%P :0 ','a,' a ,fiJ � J 's�4 �';• a''�"a , � i . �Z 1 .•.? ' •.. ... ,..< : . �s"tJJ�. �+ • . . � � . s ���.�i:�� � e�1„A�. � .: • • D:O•. b, �ii!�•�� •f H�.•�•:�•�•.���'.•��� �.�. y.;. �'♦ '�SP O�::ti �.,:.;:04 w '° �.•� � ♦.`...e+.. � � � � y't �''.•� i *.y4�;e.j..•...• � f���'.i s A.' �� �M 6 O %� �4��� �O�:.O•D�'� S F' `'«�*' i d 1 �i 4�i'O:.L';.. ✓ �•�� PO rN�Oid a;• , „� ,...A 4��..:h`':•�•�•�.�' .�'��i,c'� ,z '� ; � �;::.1fti�.•;:�: :•�.'•�� ,. �.;,''y4 d,".,°�`,' I ' • ,:a?�:���'a, :*°'°''''f�� ►' . ��s°rA%':'�'C�� i'� � ' •�' . 0 3 • � ,.,�'detie,•,;" ..s �r.> �', o�, f. r ,�5.. ���• ...��..���.,., r " ° ;��r'�''•'� •r G•r,f y. `M°„44oS.,•�•,�', �J� ..•:�ey;,,e � �j . ��$�.�e0,: J�fiPOP 9�,. f •y.:�r�' �,y� � '�. �e`'L�.4 O �'.*�' PG�� i•• d"'_s�' 2 r b,�� J�i6 O. i C•e � O`• �.S'��94�`.�•� �+ # s'`�O ��`.s.•`.i �` Sa;M' ' J� 9`�V' j Cv' - a.ir � i � M • y �°y.��•.y�ti O�i'�w�• I � � � �-� O'C�P,�ii � : � ����.er�r„o;;r°' ',. ;:x ' p vr+'oS�u� s. �' ;' • sv'y+� .r,,.�.oa�. : � t �� o���' a . e��. : .>' , � `� J`Pi���A' ♦ J 4'iPJ`s`!. , � p.rp s ��O � y° . t t �e�`� +` . w• s, Pm' O.`, s N.•�• �Cd�. ��•�'4��•"� 4� .•' p., a 00 ♦ s• s':i J4 O.±''" � .� .:' �.`� �- � . � o�; O�. `J>'y� OiO� 1 Wr � 9�s' .O'� � A'' .'.� OOOai 3A p a p♦ i •' fil+ �!s �4.� �4� ''O'S 4� � 'C'.� .s*'' �w' ee�A:. 0+`.4aS'�Ba�' '�p�A�".° i f '� �.p'''.�','yJ'. N �� . r '+ J ,I' .�4�, �A+o;J'IA. ,��,5' S 4`s' .::,. 3 „ � + �O ;.� �''s����•yT°4 �':��a'e'%��'� �� �.�04J ,� �i' � ` � � qis� ti��i�. : � 1 r. ;''❖' << j+' � ".�. M'�s+z �''s'- 'vr•t;y:+��� y ' { ..s,s.' ,�,.* ��� 'k �t �,�,���.���•�� .;�' °f'o'•.�° :. r3• - � � y+=.' ' a +:' .:. �r� '' �t � f .O'�, i '%'.�. £.s. �.'�' �r `o I : S+.' : yt: +"� �� i ;.:'i!.��+'''i. ;.+ ��� 3 �� � � �r�A+ti� � �i��� � - � �°°'� ♦ r "'ay°'s v,Lps��� 3�'srfi�Q,. p'.++�'`+•':.` ..• .• � �,�� ✓ • O%'" �.v:.s�'A'pap:+�' � �'1�' � i'� p + , . �,- 4 �'.'� d � � 4' e°. .� � i'�'�'.�':� � i�'i.;J�' � ti �i _t. t I �� �� o <�� y�� �w � � i��� , V t a� . � y r 4.,9, a..C�'� p pa`.`f,s' �,�� •"4'•`J'.' O r` `"�ra � ..� �,� , . :A s P� '`� �,,.,.' �a i` � ..� .��g'e �;� ::•,:�'�'�� �jr . r� e �iP 1`� � •• ' 3,,.,,y�• � r r` ,°y• • �r �s..,afi � : �.3° �� .r✓ rZoo:> / y .r s+v ♦ �v � • i � ;. ,+ �' ti ���` y:��'m�C� � �,•a �oor �, r �•,s�,�. � ,��' .��5�.�. � � �� � � 9�;'o�e�;�.�.�,>�� : 5::�, � � . ,.,s-,�. ��� ♦ w.�.: .::1�� r ^- '!'�. �/� ;• :t • +'s�..•.,,.a. �,ti��,sd� �,: � e �r �r`�;�y,�„5.�� �. s ,1 ,i � °��s''��°.'���`:�� �� ��s'�' � ., e '� �t�v � � � �ofG'�;�o�rs,v� y; a'�E�;CS��1�ti�M : � � � �►� y' �:. �i �' .o ��v''.a�,o.va .� �S�•rf•: �a� � o. � � � � c �� II!,I � ;+60���.'.i� ��`O:"40:'✓o',M'•�:• �`.�ry ��►� �°� � :'�' ���� � d s +» ♦d b w .o-����i'1 �.: . � �u��yS�o?��y� �*3,�.v' ?.:� s `i � : � : � � � • � �,II �: t. ..,:: - ��1 *4�ay�i � .. 1. . .�, l:'+s.�.�i�! ��' • , � '�! . ��� j6 �� ��• I� � / �. " �°,•�� y��p . '��+�-v �� �' „ :: ,. � ✓ ,,, + � A' :�•, � t � "'v''��,�R� +4 � �'�� � '� : � Skt��.�: '�' �.(J " i� `�Y % � � � i # . �• b , v . . . . E� �r . ���� ''iWe _ i�f� ' ' y. f �A . . P►' ' 'M ii �a'�.*. , '+�.� � � . �� ♦ ♦ .yz. m , a � "° �o`��'�r'�`^¢���:;;?:�°�°j �. : � ��'.����`y � R�� �j ' � z � � � ���,� t � ` � .� '� w .:o:�':Ar��p:-'�',�w" ���." � - • . _ -.. r �; r� ���� ��?+°' ' . ,_ > �:�w�.�,e�,�•. aa4y'� `�p..'°'aT :. � • 2 t k ���� , : i ,� ' � ��'� � 'v� .A � �it'd :1 � s ±�� �-. .: �?. �'..o:;� 4 �{ ����'. ' �' �� � �16; � • � /,/ i ,vrr. ,d f e . � • � � , �-�►^ % ;? � /. � V ���� • � I � � r� .:�- ;..� ♦ �► � � � �i� ��r. I ,��I� � f : 1 I �� : 1 1 �,., : 1 • �t�j ,=.{' . r �. + } • .� �e i i .a �` °?" • `�'�'� / � J1 �� ��� � � ,r � � ... `-� �: � : � ,.�' ,,, � , '� ",M�` , ��, � '�,��i,��� r %' ��� ,,,,,;..��/,.�,�.,'�',.,�. � � II � , ��� �@1���► O ��,`'�`'�:,, � � .,� III�� !t`� � , � ��► � 1� � ♦ ( "�3i4i �I }Is�+►'�`�"i` ".�'� ! . �;� ,� �,a i ,� ... • - _ o ���e�g �',ao,.� . r � � � , � ,i^ "� is � •A � 1 \± r i � I � � . �� < ,� :. �q �,,,/�`� i� 4�4 .ss'. • <<d `�: `'.�•b `�'�� � ,� :! i : � � �-i' !� "�� � � {�, � �. • �'� �y-��c�'������� �`���` . _ . ..'s `�r ,�� �s- �Ii�'��";i ' �.y � „//"� - .r - • r • � i "ir�l �I ��l,jil �� @���+�'���L�� 6��.*���3v�� a. .�g�� � �' �� � �il 4 � . ���"3M��.+ +�O 'aWWiZ�i�� `$� 9� v � � 9v7iyry�iyl�i� 11 'w i r � I � • � �����' r , `��'r .a� ^��,�`���a�{i�.��`�:.rti;.��'�.�A �:`-,�., .w����;,Ry'r��`.;S'�;�,>�, I I � q� � A , � II I I �ti',�`," ��'�'�0'�,3�a � .:?= • ��:.o� �. o8�.:a;SC�� '11 � �G :�. ���',"�� O. °.et i r-r -0•. �•' � � h y�m�s�P�`.�'��`� 4 I i�� t' � 1 I"' - ': ~ �'' �v.r,a�•E .rr.o '�'. �'�'��..3��� 4 A � -sG�► : � � �' , : � _ `� � �% s � � r . �� . 0 Q J� � . � r 36.0 1M � 42.� d // . _ � �,�-�-eu a�.o T�u �C�T 13 � ,, � � - � �q' •-� � �} ��-:5 , a,' r;a>, , � ,� ; � .� 1- ..� � .,- �' � &044. �•� �.cti y- �i _, �. yq� ^`�`�1 \ �� �.' � \�\ ��;� " 's l 2 pP,,,� r- � r ��/��\ -" � 8077.96 I �, �.,,,�}�� � /� !� � - `�`,a,. , ,� T W,r a '�' .n"� 8 ,�. ' '`,h' l �'a'� 9 .- ` ! k . � .- „"�/"" T _ � ^'" � � .� < '� `^,� q3` ' �t�?{'��3`'"' J / .� � ;,' � � / ; ,_..- / / � p ,,,,, ••- � � \ � , 8065J5 .=:� � � l � � � i �`, ;-:'i^ ` , �,� � \ s��,�.1 �'.��,.., . :;) ; s F6.-�' , �.r � ` ..- i= ,`,i �k.' �/� ���`�`, �' � �r� TW � /i` ./ / ' ...�...- � �`�"�'� � � `�'.;�- ;\ {, � b 6� � �r'� � � � ..p � � l f! � �� .5 BN� .- ,%",'`. ' �, a %'� � t �� ./ .S� ','� �' iC� r t / J,�.-- a\ � � `� ,- J=ao.s Tw, ""i:ti2� ,--''' ,� 4� :, , l,- 1 ,- � , ' �, '�,�,, ,- � , so�s.ii � '°'`°�.. � _ ��' � f "~l h� t�/ r � ` � \ ; ,` �� \ � � � i �` � �c�y� ',;kc,i��' Bw ,. � i o � �- ":��,.� ��, --' ��P ���., a-'� o t p • � ��--� �/ �' . �� Y> -J "�a2.o�/ ,'7� :;t�',, C� ,,,��� , ` � � � �, ,- �� , � i \ .c7 „k•- e � i-'`/,.r! �� f,,- , i � 6�'' � r �, f ,:' k.fl,`�''-'11V f ��` � � � � � �S ��'`,� �' . 8062,00 ; � "�,`c:-' � R• ,, � �,� `'J � r \i r.. ("� �� V �`� �, �: / � �'��` � �� � �x •� `;'�� � �\ �� \W , �•�/ � S r �� / �"�" �-`' � � '� . .' � / \\ -� r � � \.! � � � -^"°'•- _. a=-i`~'��."'r�,-.`--..�. ��,,,� � ; ,,�'l'�r / �, � 'P'` n � ��� t�+� , ����J / t�� � 'r l� � � „�� , J ,,, ''� " ~ - \ 4 � � � 'J �1' � Jrr'� �� 8 ���i" ' 1��. �- / /� ,,-. �� !'J��� �`"a ` ,.�0:�'72 AGRE� \ r' �, ;Y'�<=% � � � ` .., , � "- , i , ` � ,,, . �,. - , °� � � ; o `�,'� � � �' �`-� � ,. , /'` ` �� =�>. ��.a r � � - � , � _ _ _ \ � - � '�;,\, � ;� � � � --' � l �, � � � � �,� `,;;;t �� $ � � ` � ., � � � c�-a�;a '"``�,, r ` ` � 11,848 SQ F ;`,''1 :=! / �'' ~ �lll -�'� ,'� \ � �'`,\ l ° , / °' , , :,.- '�i °",..,, tq ., ,r `. � � � ,1 :� a �\ � i � � ' � � '� v''�,Y ^�.,,� -� � ,,- ., i'"`� 1772 ALF'tt�E f D�21VE ' � p �`� ' �` '�f / .'��y ��. i '� J� \/ `,.Y `��8�72.00:'.-:-� ''•p �' �� � �7$,�'� "�,�JJ .�,"�^`` � , . J,.-`' � ..- � - --1 0�? *M � 4 `,i�t XJl � `:. ' ~ / B �' � \ �' \ f �� � , ,�'G /, � '' ' i .. ,� ,,,- •'� "".- ,� � ,,,, .r � cb ���t, /`, � S* f / � '� � '� /\� 8072.00' '► � - J� �" y--'""� ` ' ". �'' ,i� '� `�- �� j ,�, � � �CJ'r"'J��"r L.�G���i � \��' �� ,���'� eo �5e`° � r ao6��Y�1 • "� �,` � F� Y � �, . � � / � '�..�� ,= � ,,. G3RIGINR'krLIMITC7�" °' �:-� � s ° ��,,, '��, � �,; ,�t�: '`, �� � � r� ` / ,'i � "� � " �� �. `�\ t � � / /`��/ � � '` � � %�.. I715TURBAW .�,(N�� � .` `•. ' i �''F � Lot 12 L�RB 5ubm'11 Ci`T/D5l05 �a�' \ .� ���" '�,' ""t' "�3' ' -' `, ,�' \ / �li 1 r, � 07 ' ..i �✓'• ea75.so � �� � � �' ` '�'`�, � "'� '' � `" °' �"OS2:on � ! `�"��' . , r r: � • ' � %� l �~;' F� %J �w ' .' .r ° Bw � �' RR,OEt3aED LIMITt?�.�,'..� ' �` � ` v�`-� � r �• � .I-°J� � l.ot 12 i�RB 5ubm'n C.�'tlt5lO5 \ BW ,�y{° / 8 8,� !,--;' ' '�% �� /'� �''�v ,`� �'d ,---'=' BW 8.08 f /,,..' � �. � Y � .I�(�?t�iR,�ANGE 1,11'i� ,� ' , �� � y� �`x ° � � ,. �6 ° � G`� '� F '� • � _ _ �� /� � �.'��tF�. �� , j \ - --'-- /' //'f J807S,58 �j ` ~��� � �'° .. �`"'.��,.�'a`��-J���{-r�� �S�%3° f � � � � �..C� �2 L�'ZB �Ur?tfi1'i'1 C}'7J�'i105 /,-• - , � � ' e. .�� .�`',. .-'c i � � \,` �;,., i " --,_,��. � 'csC�..v,�/ \ -°__-__° / \�� � � � Tw �,ct�jQg . �/ ;<' `'.,, l "'�,,,�,,,..--''° �'�. '�~� � ' �� Lvt 12C.i?'S 1C)!O�/05 / t -.. .' � ��'ry• �. -' \ } f \,,%"\ \ i'fQ Q �� � /// ''"��� /� \ ,''� � �-... �� \ i� � • . .�„�.'`a��/f i�'' / ' '`�'� f/ \ �� .r' h` `s ,." '" (�� � —..__ r � _ ,`', f ! ,' / �i � --.t . ,,%. 'r ` .. , '� � /'� ��� �" - s 1 `''^,4. ��"`` -.,, y ' � } �.ct to I�+B 'r..�.ibm�ii 1d�«21/i�5 i'�J �' � l � �' � ` � "� � �' � � � ' \ `' `'r ° � '� ,� � � �,y-' ; / \ \ `� r�� �,. �' ,/" , -°' � ,' , �G63.69 -'" ' �� � \ �" ''- --",�� f � ��� � , �f �� l � J� � ° / ` . - . '° �, �„-' //� l.ot 11 T�RES 5ubm`n 1�/O?JD5 ' � \ �T� �� `J � � �`� � �/ . /� ��r �..,4' \o .. J' f� L/1 � � ,' \ 8059,9 ��� � i�/ � .-' �� ?�--,. �` �, � 17 --�� �� ��' � '`� � " �� � �.. EXISTMG Gf2At7E �� . '� � T4/ / � J . ..�«.: '� �-����� / / J � 1 `, /' , �!��'- � / `,x � ` ,.. ..� � � ��� f � IrO� 14, 11 Fil1�l DFCB 03/01/G76 so57.t� ' i ---., . '`--- � J , -� � �, -k, ,.' '`�.,>," : ` ,.. .� �,. I r„� `f (� Lat 11 Bldg PermiG 03/03t06 � 805�� � . � , ' /' �' / / '' � '^. \ � r � � / , ° ,� � �`. � � r ..i° `�- �, � � l V � � � �° � (�t� z � •��} r-- �`= `_.. '�r/ j a � � � �' � � � Q.� �i � � � � � (� C`�l C�! `s.�—.. r— r°-� � •� � � � VJ �n� ~%"'' cw c�*i '�. V/ — I I � � '\�c�cv . "",. �° � � � N �� � � ��yy�y�y� ti � 4 �� � �/"� K.! W /�^.1' //�� � 4 _" ' � \J � �r � � �� � ti �v: � � :.... �� O� h� � � � �w GR�P�iIC SCAL� � rta zo ( IN FEET ) 1 inch = 2d it. � . j,� -'� ' „' �` i' �. �' � ^� : i � • . � ° �.. .' � ,�' .�.r' r —; �=<-; � ,�"� \ ,,, -'`'�-,,.. � �'� �,,.; ��R.EGINAd �tt�t, 17C?� ''``.,� �' �. � �' �� , - �,�' ,� �. � '`�,�4 I � 4ot 1D Sidg Permit O6108/06 �- , � r "� � � �� ,�' I?I5?URE,3,�NGE CIN� '' <' -"' .� / , Q , r� ,� � . °' -� � ""�.,. � ,r �" W \ ' ,- � - �4 � ,,. � � � \1 � , , � F'F.qP"C�ED LIM {T� � � �``� � „ � � �� � � , �' '``' � `"' � � `'"' � , �- J' ORIG1�tA�.-��MITO�F�,,(^� Q �" � � �jJ/ TUi�Bf�NGE.l: CN� ~ '` `~ r f � � '�''/ �1 i'� / �,f � ,r `° `� � � .��'' G .�C�b nUmbet": I�A�C'7� l r,. � ,,�/ li�'r''J�i{�Bl�`t�i� �..� V � r � e - � / / J � .'�---- i � � `,"� � �" � " ` / �i � '�.. '' � � �'` ..-L✓ f r � i � \ '° .� /" � ��1 �v, � ` �..: �t�o�c�� L►�t�i'a� � � , � ,�'� �' ~ �. �°� i'``�.N8g ��k1'Od"E � 73. ,- .� r'� ,' - � r °�I� � � L�r�n by. mP� � � � �1�15?URB,�QGE LiNE ' '� `` � �` �" - ._.. / � �� i�� � � ,��/ ���� f� � � � � ������� � �� � � f./t � � � � � .� Ci��i�i�C.f.� ii�: � %J � � / � ` ".i / � i . f � \` ���' �,�' ` �� �'� � ,, `,, �''' �`.,,,'� � fl `'',-�.' ,,..�" ,'' .~0.272 ACRES ,,' ,,'`� .,I-' � `� — L.�r'aUJing T"Itle: /�� r� ti /" (2Q�� �� �� I .i`�� /�� `\`'��.�"'^`"�-� / '� �\�.� � ��� 11i��� �JQ�F� � �,.'"+� j � Ij') � � ����i � ��,.i����r}�i � "° � ,_,. �� raOCJ f �,-' .' .'�:,,,� � / •. . � 1778 A�.PIt��' DRIVE ,,' ,�. -"' i .�° , �� �.,%i .- " � ! r� t}�2�%Z AGRES / .,,,� / ,/�� / ` O ` � �f , / /�f "�. � , �--� ' � �� � :�J J ' ,'� -' r i ' � � tAti��� '�^'�,' �rJ' �j \�. t `, �s ,- r'� ,- J11�84� SQ,FI'�r �><�/ ' /`�.� ~�` , /� + '� J f � = SGale. 1° - 1G7�_�„ ,''� ; ��` �. ,,�� 1788 ALP1W�` DRIVE ,'� ,�' � � ��j'- � � ° {-� ,-� ~ ; ( � � � a'' �^ �� � i� i ^�� ��f�a/� i�..'` �"` '/ f V� �Yw���'r�� j 1 � ' / � ti.____ __ ______--- ____.__ � � �f� � / /FJ '' J ----- - - °____ __°_-_-__ � -°- -- - j r � l � ! p� f ,, , , _ - , / �- �--� , � , � .� � �1 � r- - - �.- - � ,� / >L�-3 � ` • - -�-------- ---------y_'___------ .' _ � ✓'� ti--,• __.____r=----- - �-' --------------- ---- ° - .,, ,,r _ ?��� / / �y � f �' r `' --- -- 7 �•' Y� � ... �/ °�. .-° �°i�� ` �;,�, }t � � 1 � � /� �� .,� f/ � i�� �� . .. � .� �� , , .. p , ' ,- \\� �� , '� , , � � •,,� �~ � SOQ°1 ' 'E I , � . � .,, � ' / / �Q� ,, � ff1/ .a / ,,' ,,' ,' `. ,-=y� ��.w �..._.---'�i'�0.00' `��1� i --� �, �'�, � , ! , ,, , ,� j( , , � � � ' � � 1 � / � � EJ �' ' � / i i � / �1 � / i i / �.,, w ,,r �•., � � � / 1 '' f � l i i .� ^. �/ \ �- �t' f r � pJ+� g��qj � �.. �� /�� � � � , .` `, .�� ` �.�,� � 4 \\� \ �` � �, i // � � i�� i�` i�/ i�J / � _. _ _ � ._ � _ _. �-1w—'�.� � '� _ _~ _ ._. ._. _.~ "+,�� T. � _ _ _... ..� .e �. _. e � .� � ._._�'.�. � � �# rtV [ f ` / � �_Ll _ �e._J/ ._.�� �L.�� __ �G___`_ —.t��,�._.._�_�._,����.._.t—�...__�,.___�__� __�_.._..--.� —._4__.71__v _°_�_ �T� � —�— ��/-�— '� � 1 ... � / / / � r � � �„ � ` ,� � \ / \ "^*, . , � ,. , . , , ,, \Y � � i .' ,s/ � i . i � ,, �' ,'� �:'c. � y� � i r � '�/ '"'y. � i i / / .� �.�' �� �i r r / J / /' � � // ",�.. � ,,,^'� ��.���•- , _. . �,,,, r� . . . ... , , , , , , ,132.66 ' � ,- � � �.. , ,- ' ` � i•_� l � / �/, / / � / J J .._�.�.�,-� � � / � I / � /' �.. �.....�.�.�.G�..,..µ,.. .'.�..� �, ....�- .� - - � / - -"`-" «.�. -s�� ° ... e..��.� a.w.:. �� .�..� ` .. ~' —r-�. :..., ..�..�, r � "e � � � . / �� i / r �.a�� _�_� � -.'-- � ��.. ..._...-�..� .�-� � ,.,G_.�� .�.�......�..�r� �. ` .�..� �.�. ,� �,,/�/1 �' .r � � �___��� � / � ,� � ,� / �. � .---� , � j ---' � `� ��.-- j � c� �- � ���...;� �,.�" 1 A � � � ..,.. a� � � � �1� _� N-1 WP�LL ,�f2�A - 1f?2 5G2 �1' AREA E�3EL01^t LI Gf�,hUE - O 5Q FT N-2 W.�LL AREA - 55 vGt h'1" A�R�A BELUYV GR�L�E - Q 5Q FT �—� t^1r�1.� lkR�A - 2"t6 5Q Fl" AREA B�L.QW GRA%�E - 254 5G2 F"f �-1 WALL. AREA - 180 5Q t=T /S.R� B�W GR,MDE - 18CJ 5Q 1=T �-1 w��.� ,�r�� - � �� �a �r ARE� {3ELQW GRAi�� - O 5Q Fi' � N-3 WALL At2� - 23� 5Q iT ,4R� BEI..OW GR.ADE - U 5Q i=i w—� }NALL AR�+ - 1Q1 5Gt t=T' AR�A E�E.I..CiW C�FZAT.7E - 1U1 5Q FT �a-2 1^IA�LL AREA - 1'76 5Q FT �p AREA BELO}^! GR�E - 1'Tfa 5Q Pl' E-� WALL AI�EA - 43 5G2 FT AR� BELOY`i ���- o��r LUY�IEi� LE�IEL Gi�.F� ,�.N,�LY51� �� TOTAL Lc'�WER �.EVE�. Y�i�l_ �- 1,Sb8 5Q FT � WALL ,AR�R BEL.t?Y`1 GRAS.'3E - 1,255 5Q Fl" °k� G�� }'�IA�LL f�REP� B�L.UW GR�� - 6'19'u = LG?WER L�VEI.. FI.OGR ARFA - 'i'1'7 5Q Fi' GARAGE FLQOFZ AREA - 846 5Q Fi GARAGE GREDIT - 6L70 5G2 �T' 7 G�RPrG� �RFt�. - 246 ''aQ Ff rcarAL �ow�R L�veL ��r�, � - �,02� Sa Fr 6'1% OF FI�OQR AREA - 6&5 5Gt Ft LG?Y�tER LEV�L G€2F,� - ��8 5Q FT GI�Fr� ,�N,�LY515 UPPEfz LE�f�L GR�'A - M,411�1 LEYE1,. CyRFA - MIDDL� LEYEL Gf2PA - Lf?YVER LEIEL C�RFA - 1,3qa 5�2 F=T 1,'761 aQ �"f 1,fa�1 5G2 f�i' 33& 5Q F'i' TOT�L C��F,� - 5,165 �C� FT �LL.CaV�t,�f��..� C-��2F,� - 5,�Q2 aG2 f�1" i�l�'�Ef2�NGE - -1 �4 aGtFT 5-� WP�1..1.. P�REA - 1 a1 5Q Pi' WP f�REA E3ELQY`i GR,gL7E - 151 5Q Fi �-� YVALL At2EA - ,�G1 5Q f=T f�REA B�?W Gf�t�E - 251 5Q f=f � �� � �� �� � • �� ���� � �` ��p / � � ✓''�,. � LC�Y�l�.i2 �.�1r''�� �'�l�L ��'.�,� / l��' �� �3��L.Y�15 SGALE: Y�' = 1 "-O,� � �r� �� ��� ��� � � ��� �� � ��� ��� � �� � 1 � �-- �� � � l �1 % � �� a 11��� � �J-� WAl..1.. AREA - 125 5Q Pl" AR�A B�LC?YV G�AD� - 125 5G2 FT . E-�4 NWLL ftREA - 1"1 5Q P7' AREP. BELOW ��� - �-r �a Fr ���� �� � � � �� �� � � �� � � G° � � � �� �,� '�,` � .� i Z 1� I�l��...� �...��1 ��... �i..D�� �'j...�'�'t�l SG.ALE: %a'� ° 1�_U" S� � Sz f��R��E FLUCaR ,�4RF..,� 84� 5G2 FT C-a,�R.,�GE ���� ��� �',.�' Q � t � / �y .�` �� ,�, LOV�tER LEVEL. '`� FLC7C?R ,�1�E� 7�77 5G2 FT ��� LOWEfi2 LE1lEL G�F� 1,32Q 5Q FT � S �'� � lTl E-�F � �� �(�' ; N �.DY���: ���l�L �L.C�Oi� �'L.�N� �Gf�1.E:'l�s" = 1'-Q" .�... _ r„�,.. ... , SGAL�: 1a'� - 1 �-C�" � Nt�11�1 �.��l�L. �L.��'.7�2. �" ��,a1�E: YSu _ �,-0,� � ��� � , }� � �� p �� . .. . .._ « Uo�.���� � � C`�I K� ,�: �17 �-- >C `� � ' � * � 4> r� (� CT"' N "� pi�c��� �. � � ' "`� � r� � � `�' °., � Q � � � �� � ,� � � � � � i� � � � � ��,. � � � � • � i � I �' • . �, � � � i � . � * i s " � � .M► � . � � � � � E 1�5UG' r.�RB 5ubmi��ian I7RB 5ubmi55ian Fina! r�RB t�eviaw permit set T�ate ���Z�ra� 11/18/45 C73/01 JC}6 06/081G16 :' �� ��'"� �� 'i�i'�r�" �� � . • .. -. . r _ . � P I t Number: a � �� �� �� , �� , � , � , � � � <> �; , � . / / / , , / / , �� W4 -- ��` W3 -- W2 — — �/�/'� - — �� �� � . � WB WA �`�J � / �� �� , � , , , % �� ,/ � � �`� �� — UU4 — W3 - - - - W2 ^ �`�---- - 1�/1 � �'�„c� r��° � �- C %�-�° `�� , � • r�, r. cv �--' cy �ocvr��a� c� c� �o � �a c� �1- ,— �t' o � � O�p�'`N ..�m��{?� a � � (U � � C�,,, �,, � � � � � � � {J'i � � � y-- �� �� .....�. ,_.,. cJ'i �— Q�} � � � � � � � a— C� �- � �; , z Q.� � � � � � a� � � � �� .� � a � � � �� � c�'7 .� I�. cJi N�?o� � � �� . � r-- -h-� ;� � .� � � ' � � Uc�� � .�° �- r�` � ���� Issue Date DRB Submissian 1Q/21 fQ5 DRB Submission 11 j18j05 Job number: 0408 Drawn by: mpp Checked by: Drawing Title: �ower �evel Floor Plan Scale: 1 f4„ = 1,_C}„ Sheet Nurnber: A�Gi e . . \ � . �,� . \ . �° ` \ � %, r�, F \ � \ �f/ /r� � //j � //j � \ �1/ � / f / / / �l/ /// � �ir � %� , . \ ,,, , ,�, , ,,, , ,,, , %, , � ,,, , �. , ��� �� ��. . o� � ��� , �, � .' � ��� � ,' �� � � � \�� � , ,,. � , ,.� � , ,.�, � , % i , % / , , / �� � � _�,/ __ �_ , �` � I 1 _ � �t �� �, l � \ \ . \ \ � �: ., . �� � � i � / , , ! / \`'a ,, �i/� , � %, �'� ,� , ,�Ci � � 7., / / i � }� � �'� �`/ i / r'� / � / , / , � , - :,�. � �� � - Y�l� - / �� _ _ - �� �--- - ,V�11 � � � ��� ������� � � - l.�'� 3 �- ..�'�.��-�� ����...'�.� , i �`. �� �� f'� U���� �„J N `C} �` �? � � r-- � �— C� � '_"' {Um�j�� '` p C� t,.) � �n � -4- Q.' ` h`' Q (''''� � ��� 4J O v�, � � Q� v� „� � � � � � , �. c,r� � � � � � � �--- i � �� � � � Z � � �� -F= � (U \tJ } � � r> .� � � � �� � ��� v"} c� ? p � � r ' � � c+V +- � p .� � � � ��CU � � UN= �� � � '� 0��� (�aU� i���� I7RB 5ubmi55ion 10121/45 t�RB 5ubmi��ion 11/18/C75 Final FR1� Review 03/O'f/f3b Permit Set 06/OS106 �1cab number: o�aa l�rawn by: mpp � � Ghe�ked by: L'�r�wing Title: Middl� Level Flavr Pl�n ��ale: 114,� = 1 �_C��� �� ��. . � \ \ . \ . \ h'� \ . � �►� �b,, i�� �ird'c � � � � f� _� �� � i � ' ��,�f / � �, , ry � � .% ��. i i , „ ,�� ., . � ,;' ,� � `.� , �� , `� �, �� / �i' �' � � � i. �F r0 �i � �� `` � a'' 4? ' " � � ` `. t i � ii i � � r i� � ��`' f."J �� � �� ` �'a.l- �,;� �, , �� a •� Y' � , ,., � ,' �� � i A " '� ` � � „ , � ` �, � / , �'� ,�.a „ ,� * � \ ,� „ , . „ , � ' � , � fi� �� �� \ � � / ii � � / � ri i ii � �� ii ,. � i Y ii i r� � � ) / � � ir i� '�� � � ��1., � / rs i ii i i � � i i ii � � � ii i , � 'p � / � 1 � �. o � � f, ' � �� � � � ii�� ��� �����V � i � �/ \ � I � � r i � ,/�f / \ � �\\ �� i / i/ � / � ri � / � � � � / � ��� � � �� � � � � �� i � / \ � ri �� \ ��\ ��\ \ i i � i / �i � � i `` �� Q i,, ��? i i i%� � � � i � � � �� �fi �i i �� � � � �� � � / / � � +�� '� � v / / / / �� �� � ^'' �fi �� �� �� � �� �, � l �� i i i i � �� � i i �� ✓ i — i i i � � �', � j, ,� , c , , � <,� fl KITGHEt�I `., , '' � �' � `: � a � ` �� �� � �� ,,'' � � � , � Q �; ` � ,'�� �'� ,''� ,'� / � �`� \`� � ,'' ° � ° , � `, �, � / �� /, ,' // ,� , / \\ �� 6 \\ / ��� � ` / \ / \ /� � / �� � � \ �� � � � // \\ ff / ! / � /'/ / \ � � \ \ f � �/ % ii � \ �� � i �/ � �� � �r i) � � DS �i� �� �i �i f'�i `� \� �� i � � i� J i � fi �� � � i � � � i � � � r� � i � � i � � � i i � rr � , i �i � � �\ � � i � � � ii � i� i i� � � �� � i� � �r � \ „'�,�� � �' � ,,' ,'`,'` �� ' M�IN LEVEL \��, �� / � �'� � „ � � � �;' ,�' � ,' , ,%' ,��,' 1,761 �GZ FT �' � , . �" , < � � • , �• . . . �� � , .\ f � , f� \ / � � <� � � �, ,'�� � i � � , � • ,� ,� �n� \ ` �� �� L� Y C�V � � � � i � i r � �. � � . ` ,, , . � , . � ,� E . s �, . ,� �, , , , '�7., �� �\ /f �\ ., �i �� � � ( / _..��T . � . . \ . � / \ a i �� � � � � � , , ,, - , \ �\, � � � � \ �vl� \� � / �� � �� \ / \\ \ \ \ / �\ \ ��� �� x� �� i s� i .� � '�,, � � � f ,� � ��\ � � \ ,' � � � . / � d ��� ` ` � � / ' S` �. � � � � , � � , �., \\ \� � �� /� j� � � / � ( � ti� � K � � � / / �,. . � , � ,' . . �� � . u , � . ,.a. � .� . � � . , � � p� � � �� . � , , , � � . � , � , , � , � , i �, �, ,�p ,'-°�-�, . � � .�\ . � � I � (` } l \ \� / � � _ _ � � `�� . � ,' \`� .�'f � � � � �/ �� � i i � r � � � � � � � i T � ��\ � i r F �\ i , �,. ;: ,� /' ��, , � � � ; << . , / f,r' � , , , , , , �, \\` \\ \J , �,. , b �� � 9 '`� � � 7.0. PLY l \� �� i�,, c� ��� � SQ60' � �' ��, �, . , � ,�, -. . °� �� �` E i � � � � � ` `. 2� \� __-- ' � u�i A w `_' �'�- -- - �� � �`\ � -- --- =�� ,,r,,, / �� � , \ f � _ -- --- ,Cj:"'J '�'„,' �`, `. .,� �� i / , --- -- _ ,�� \� � � � _� \ / � � `�� . � ------- � - m �. . � �. . � .i� � Q r - c4� - ���� � � f � �� i i �,, ` � � ------ __ __ � :�. �,-3 � � \�� \� � - ---- � ` � I �, ------- ' � ! � _________ ----_ --- W4 - _ ,�!-- __ � _ _ _ - - - --,-- , : ! ________ __ __ ___ � � 4 ^ d1 � � i � �' T.O. PLY a. � � i � � �0 tV , _ SU65' _ !U i � � � � i � � i Q i 5%2° ' �'- /2� 4 ��_.�,,2�� �,2� 3�_.��� sY7' �a�_i�� �Y2' b'-7%' � � ��,�� �� E � � �� � '.- .a .��z ` w n..m _ � .,� ��t ... _ ._. `r � ij �` -S --__- � I _ � ( _ - tj ° � - � - -�----- - _ _ - - - - - � j� v � , J� ! � i_____1.-- I 1 c —---°----___--�--+ � I �.' � i f �� � M�TE�: m i i 1 1� � I� � � � �. I I � i I 1�1��� . ' 4 , � � � SEDRUOM � � �E � i � i �' , �, � e � '�� � I � � ;M. .#1 ; B�TH f� � ; ' � T.U. PLYYYUG�D ' � o 4 0 � � ��"_ � a , � L ao�o� ,� �`� E� i � � � � t � �#'-6" f�� �a_4�� � ,� � �, r' � �G E i �� r � �,� �s � j i j ' 1 i �� � �, ,,f � k m � � � � i � � � � rC i i, i � � i� �_ �___���_ ! � � � i � -- -_- - ` � i � 1 � i � I ( / � - + y d i � 3 6'-8" ��2�� b�_�,� 3l2 i3`-3�� � 3 � i � . i i � ! � � � i � { � j � �t� �r m � ' � � - - rl*��-T-Efi�'- - - ry � ` , ' c�L45ET #2 � %� - _ _ _ o � , , ----- - --------------- --��_ _ _ _ _ - -r - - � � _ -+-- _ _ + - _ � _ e � i �� �� �� - ; � I I � �'��' �__--_-- � � � � � � -�----� - --,-- � '�Ct � � � � 1 f" ' i 12'-11�� i ��_g�� " q'-�1'12" i q,,, ' „ _._______� . 2'_3�� q _23f4 � 12'-2" '7'-"i14,� i s�-��� � ���- � i i i i � i � � � E � � Y�k) INH Yy� l�t�' W� Y�I7 Y�� Y�LB ( YV,� . � � � ti���`� � �� ���< � � i � � _� �4 �` - - I�l� � �� - - ---�-� m � � [fl � �/�� - - ---•�- _ _ _ _ _ _ _ ._ i �� i tY :� 4 � m � ip � �4 � _� 4 _ _ _ _ �� - �V1 � � »� �� _ �.� �`�� ���M���c} � C`�! '�C3 � �(7 X'— � "i � �-- � «� c� .�r .._.s. C� �1 (� �. N '` pQ��� � � � � � � � ��� � � � � � �� � � (,� �+�-- � � � s �� S./ I � � � � � � ��� � V �"� � � 1 � � � V „� �� � � Q� r-- • .� � � � �, C`�I V./ � �� � T--- � N��y� � �� �C� -+-- � c� .� � � � ��t� � � � � = �� � � *� (7�h� ����� � ���� DRB 5ubmi5�ion 1C�f21/a5 i�RB 9ubmi5�i�n 11/18/45 �inal i�RB Review c�3/c?1/Ob Perrnit �'�-et t�6/08106 Job number: o�o� T.�rawn by. mpp Gh�cked by: L�ra�uing Titie: �tain �.evel Flaar �lan ���le: 11�r, � �,��„ �heet Number: ♦ � �b �`�' �`,�• . , � � , % i � i / Y� l l� �� �� YV1 �� ��. . \ � . �� i� � '�i� % , , � �, / � {�� — �� � r �� __ _ _ _ �� _ V - �-- - W!1 � � ... �. �� t�� � � t i � :� . .... .. , ,... � , . . ......:. t � Uo�Occ��� �.,� � cv �v ,°`�. � r— l i � . ..... � m � � � �^►`� ��JJU�`� l..L � °" ~ �`�' � � � °` c�'' � a � � � �� u� ,� {,� �- � � � .� � � � � � � � � . . 1 � 1 � � . • � 1 • � + r� � � , � .. .! � i � � � � ` ; • ��SU� L7��� I�t28 5ubmis�ican 10/.21JD5 I7RB 5ubmi��ion 11/18/05 Piraal PRE3 Revietu c�3l01106 F'ermit 5et G�6/dSllJ6 ,1t�b r�umb�r. a�oa i�ra�un by: mpp' Ghecked by: 1�rau�ing Titie: upper L.evei Flac�r F'ian ���I�: 1f�F„ � �,_�„ Number: �� � � � , � \ \ � �� `� �� �� ����i� , � , / , � i / ,(�-Yl Y , � . � . �� � � � / � �� � � � / / � .... ..._ / ' / / � / � / � � / � � / � � , _ � f�,.,� .- ��� ��� � \ \ \\� \ `' �� r �J"� i i � i t � � i ' / i � � f 1 ��� � � � Y�,. i � ..,, ,.,,. �5/� , % �' ,�'�Y � , ,� � � , � % �� f �b • /f �/ � , ��., � /� �L \ .`' \ \ \ \ � \ � *� _ _ �r�" _ _ _ _ �i� �.__ _ Y�t1 � � ��.��. � � �„l � � `C� � ��t7 � � x r-- � i- 1 � """" N�(��N � ����� � � � �� � � ��� � f.� � � � �� v� ,�.� (� ,.� � � � ......, � � � 3..L �..1� � �,,..+J t"�' ^�^'�.^� V *—° ...�..� a � � \l./ � ��r �� *'� \�,i � �/'�� �.1+% P�'/�'� ♦ � TS ""! J � 7 \.J � � � � (� �� � tll .-- t/"� Cy�?p� � �� � , cll r-- -�--- �,. p .� � � � � <C t.� � � � � ; � �� � � � � {��U� L7ate F�RB �ubmi��icn 1f�t21/05 i�R� 5ubmi5sion 11/18/O5 �inai L�RB Revie�u D3/01/06 Permit 5et Q6/a&/o6 �ob number: o�oa --T i�r�.un b�: mpp Gheck�d by: �� Iarawing ii�fe: Rc�of Plan �cale; 1r4'� = 1,_0�� Sheet Number: . � � 0 I 0 �. � I 0 ASPHALT SHINGLES CERTAlNTEED PRESIDENTIAL T� SHAKE COI�OR — "WEATHERED W04D" 2x WOOD RAKE TRIM (TYP) CO�OR — PRATT & LAMBERT °BUGKSKIN 3-108" 8x OUTRIGGER BEAMS (TYP} COLQR — PRATT 8c �AMBERT >'BUCKSKIN 3-108„ �T.O. P�YWOOD t� UPPER �EVEL 8070 0 STUCCO HEAD & SILl. TRIM C�— STUCCO SIDING COLOR — STO "SPECTRA� 32132" STUCCQ SIDING— COLOR — STO "NATi1RAL 32234'� WOOD RA1�iNG, P4STS, BAL�USTERS 8c DEGKING CO�OR — PRATT & LAMSERT "BUCKSKiN 3-1 Q8" �_ • • �i� � � ` :�.,� � t ! ` •�l C �� ` :! • t NEAVY TIMBER COLUMN 8c BEAMS COLOft — PRATT 8c LAMBERT "BUCKSKIN 3-108" STONE �INTEL & SILL @ STONE VENEER SIDING M • • C� i ' � i ` a� • r T.�. CONCRETE � GARAGE 8039 —0 i i l__J � ( � —� � �_J ( � � ��) � t_ � ._.l 8x OUTRIGGER BEAMS (TYP) COLOR — PRATT & LAMBERT „BUCKSKIN 3-108„ � - ��r c� - r � :•� �li "' T.O. C�NCRETE C� GARAGE _� 8039 Q�'t•r • I'�. t�. C�1 "-°' C�I t �G�NtY?�OC� 1,,,! N� N� �O �`' �o r-- �t' t� ��- x��}�D �.�.,. � � � p,, � ,� _ � (..� �' CT� G? ������ � � � -�-- � � -E— � tJ"} Q � U y-- ___I � � ��� . ....... ,.__ � � �� � � � � � � ♦ � � i � � ! i � � � • � � i � i 1 � •• � � • , . � � ! � � � issue DRS Submission DRB Submission Date 10/23 J05 11 /18/05 Job nurnber: 0408 � Drawn by: mpp Checked by: Drawing Title: North Elevation Scale: 1/4»— 1>_0„ (Sheet i�lumber: � �� 4 � � A�5PHt4LT SHIAJC�LES GERTAINTEED PR�511�ENTI,�L. T� SHAKE GOLGUR - "Y`t�ATNERED NIdOD" Sx OUTRIGGER C-3EAM9 {`iYF') GC771..QR - PR�+TT � L.rhMBERT "BUGKSkIN 3-108" �T.D. PLYWC�C>I7 c� f2lD�E u SD83`-6 114° 2x WOOD �'AaGlt� TRIM (7YPi GOLO(2 - PRATl' � LAMBERT "BUGKSKIN 3-108" STUGG4 H�AS'.� � all.L TRIM t�A STUGL'.C� SU�ING co�c�z - �ra °���cc°rR,�.. ������� T.O. PLYWG�OD � UPPER L.EI(EL a0'i0'-0" �� �� STUGC,� 51i+INC� -- co�a�. - �-ra ��NA�'Nf2,hl. 32234�� 0 � Y�1001? Rt�ILINC�, Pt�"aT�. BALLUSTEC�S � DEGKING GOLQR - PRA1T � LAMBERT �"` "BUGKSKIN 3-108"' i' O. t'LYWGt�D � MAih! LEYEL �5 i I 1 � � � �� } �i_ `� � 12 i 12 � W4 Y�14 Y�t� YV{ JN,H INC� � �' �{ � � �" � � —�.r 1, �i� � � � _ ,�' —�� � .. �^ � i , ' .:»� .,. .l\.; � r :.» .'n.:_.r r ,Y s'•M..' .J� �:� � - `� � `" _1 � � �: � � ; i i � � „� � <. ��.i � ,.���'�:.i:�., i ,,::�� 1`.~'! ii �` "� w,.F-� - 'r-^� .� f. i '� I E . ; ! ,\ , , � j � ` f I � J 1 � ti , , �;'; r, . � � � . � �� � .�. I x � i �� ( i j., �� . � � � =j � 1.':� ,, � r , i i ti °. � � � i � � '" f. �� j t ` , t i : i i . , �. �;. - � \I't, ;t: t. _� t� t F-�--, .1 i ` .�- �. � �. � .,-. 1 ( f r -t .: k ! �. � � �. . � :%.��' .:. , , _�_ �,f ^ � � .- . � f � : ( � :,�"� i' . i i. r.. � ' �� ' - � � i �� �. 3 :p� -; � � '.( �y �: � � . ,: � � --,�, : . �' _' !.� �. i., ': I 1 . ` ° t� I, . �'�` : � / ; - \, -_ `. _ � ; � � � f� �',� 4 . � . i-�. —� � � :.� . , � �� '-� V�. ' � � ' `.. � t� .ef 'i ���: , ;. i . �•. ' ' i i �,. ' 1 i .`, . ..l � 4 1 J l� ^< � r t �-'• P: 7. , P: I .I. ,�� f � �� � �., ��, � � t' ;E � r ,i t.��,�. { ,S �. ! , 9 :s- r 9 '. � � � iI �• • . . .. . Giiiii - �. � 0 � � � � � � Y f�� � �<> � ����� �7� a .�t,� �,���� ��s �� j � x r ' � �# tz �`��` : R � e �e.�_ �4# , f � £�� � �9� b'r�";} ?f'� F ? i= S Y's < ��� � �� }� `�� �} � �� - f���k v �+#S;�ih� %{��i�'�'2�` ¢# ry$��� — ; 5 C @ fi k t .�.�?a.% �` �.>�?� ,���:+�ava � � ' • - •�r �, �e� '� : • • • .��. _.�..�. �r�. - - i - � • .— — — :— ���° ���� �� - .: �:., � � - - c� - ���- �"illl � 1 � ' _t- � _* �--- _ . � -- "- �• � " �{ SQ3�i'-fa" ..i� T.O. C.C�NGRETE � C�AR,4GE � i ' i � � r- —� --i� ! `� I- �'I i � I � � I � i � � I � i i I � � i � k �1 � i Ee � �� Y�12 Y�12 Y�12 YVI YVN Y�C� a 1N1 W� i I , Y�11 W2 YVG YV� I 1 i o I � � i � l i � \ \ �-Jl�- a � t �� ��� � ���.w�� �� I i � �,� _ � � � . ' ( ::...; i ' ( ,: <, ' . , d. _ _ —}� �: i� : I � i , I � ■i�ii�ii�ii �i � � � ' ' \ --�.� .�,�`� I�*� • � � '��� �` ��� �� , ��. � f � � ��' G � I �� , i _ _ __� -_ ` -� —_ -� _ _a � , . � ; � � ; y ; ( s. .�.; � i �.: �.( � � � �� Y�— 'r < � �.�.�:��,: w� � � i � �' ��ii�� �� y .A�i i �� � ' � � � � �� � � . ` � j � I ( I 4 � 1 -f ��___.._._'.� � ` — _.m i __ ���_�' � _,.M.� j�i._a.:_I � � ` �; � � � � . ;: � � �:f , '.: a . , .. i � . .� . , E � �: I . :� .�. .. ' ,. .^, -.—�- ' � -- WC.)C'�D HEAD � SIDE'F"RIM & 51LL � WINDC?Y4 GOL,c�R - PRA7T � Lf*�ME3�RT „E-�UGKSKIt�t 3-10&� — Hc�RIZONTAL W�7L7 all�lh�lG cayo� - �w�rr s �r�t��r ��BtJGKaK.lt�t S-1Q8�� r.ca. ��.�rwc�v � u�P��: t.�r�i.. ,f�_ S�"iQ�-O„ Q �--- 5T'C1NE YENEER - "WYOMING MU55 f�{:K.�ifG�� �..--.— 2�� 5T�?NE Gh�P � GOLUMN BP5E5 4 STC�NE V�NEER _ _ T.U. PL1`WOUD � Mfk}N t.EVE1. � . ���"�� ��GH BETNtEEN R�TIN�IM NtAi,.15 V BVVL�L+W'� ("�4�.7'41 �Il�i,V ! V'�� I.. .. . - ..r �� r. :� f • � _ _ .. �,. � � � �,_ _T.°� .m _,,,_ �_� � _ _ � � �,� � },.s � � _ 31LL .s e _1SStL _ _.... 31LL _ SSIIL _ �.. L _ � S1ILL e � d11 . .e � 14I.tL � �_ �!� _- = a J..1LiiL. � -�SILL��—a �uiL _ �uL a�. �1ii! .�_ �v1L e.... �ui_-Ci�� .3i1/L e^ ...SSail..� e �i[s .s �uiL � ^ � � _—_.- --°-----�.e_ ' �_ n .�..A___._ -..,�_ .u� ____ ..,u. _L'� ____ .� � �s� � � —. ��.. _Z"�. _._.. � . �i� �,.e __.�. u�_ �_ ..�,._ _ : .0 . � . _=�=��__ _"�,�,,:_.�':u,.=_=�_�.�- '� -�--- ---�---�--- � _ _ � ._ �tt� ��uk� _,ut� � �ut� m �vt� _ � � � � :�w� � _��tc_ .�ucc� ..� a�1c�: .._ �+ir. ' � ��..u� � su � ..w_ �,...�r.. _iu � � _ � ..�T.u,_ .�..�ru_ -�� ..w_ �.�� -�u�..u� �.��u � � � � r —� ��_ I � � ,. •, - . _ � _ . • � v � f � , . - _ - � -- � -- s -_ �. -- - , �; _ - , - , - • _ � -� - .- _ . � � -- , --- , , - , � -- � , y - _ � � 7 = _ , - . � - _ f � i � � � � � � � � � � � � � �' III i I 1 I I I � I I � � � � � � I � I � � � E � i i � I STOhIE LINTEL � �ILL � 5TG?NE �IENE�R 51T71NC� �0 � T,C7. GONGRETE � MUf�RUOM �,, � � SQ3��_6" �- "I`.G'?. GO1�tC,f2E'i� r� GHF�AGE � 803q'-D�� �� g��.t�,� �''' C# (,�,��t��� �„� � N rU , ,��... �.[? � � ;� cu�°��� '� � C� C.� � �' � �°- '�a � � � � � (�ry � � QU t/"� „� (� �►— � � � s +�.�..k \%�j � � � �.L � � t�� � � � � Q 1 � V./ � � � � (1i � � � � `�+ ! • a+rr � � �� � `� � � � i� � c� �"°^ �/ 7 � � y � ^-+. ) � � �/�' �yyy �� . cu �-- � �� �I"1 . 5... �.J � � ��C� � ���� O� � � �� O � �`�. �, (���� �G��� t�RB SUbkni55ion 10/21105 L�RB 9ubmi�5ian 11t1S/c?5 �inal 1�B Review c?3l01/06 Permit Set 06/DS/O6 Jc�b number: vaoa 171"auln bt,�: mpp �`�'____ C.hecked by: T�rawing "Citle: t�orth �ievation 5c�le. 11�F"- 1�_d�� 5heet Number: � �./ . �� A�SPNALT SHINGl..E�a - GEi�TAINT'�F� PI2E51DENilAL TL SMAfcE - G4LOR _ ,�W�THEREP WG�" �-" "'�`"'`,`�� / �/ / � T.G7. PLYWUG7L? r� f21DGE / - - _ �SO&2'-10" j - _ __._.. _ _�_._ _ _ ;' SX OUTi21GG�h2 BEAi�tS (TYPi �-______�� __ GQLOR - PRA� LAMBERT ~------._____� �'BClGKSKiN �-108° �`° s � T.O. F'LYWOOl� � EPrVE e r � i � i � / � � r i / i r � i r � � 1 r � � � � r i � � � � � � � i � � Y�II WH Y�C� ,� W� 1N� Wi7 Y�G YVS Y�t,� l / � � � ��� � � , f � � � __—�°_"�� � I _ ,� _ __��_ _ - --i ,,�0'►�i -2 ,,- 0 i f � 2X WOOD FASGIA TRIM (TYP) i / GGLt?R - Pt.ATT � 1..AMB�RT �, ,� ,�BUGK9KIN 3-148" / r r / / HOf?IZC?NTAL WG�DI? alI71NC� �' GQLt�R - PR1�.7T � LAMB�RT � � "BUGKSKItJ 3-108" � / � � _ � i.C?. PLYWOOD � UPPER L�VEI. L V L. ,r / &O'10'_G" _ �.- _ _ _ �� � WUG7D H�AD # 51D� TRIM � / °°°--_-_______-.� 91LL � WINI�t�W / GOLG?R - PR,�7T � I.A�MB�RT "_S'�"~�����°°°°-.-�.._.` / r "BUGKSKIN 3-1C78" // --nr / , , O / WQC727 RAILiNG, P05T5, BHI..WSi'ER.S � � DEGKINCa / ''f GY�L.t�R - PRATT � l..P�MBERT ..°�-�.�,� .---_ / "BUGKSKIhJ 3-108" � r 0 / � T,Q. i°LYY�1CyQi7 � M�IN 1.EV�L � � aa6a�-o�� - _ �� _ _ ___� . / , / � / .� / � / % � .� / E / � � r �r r � / �" �TONE GAP C� GDUJMiJ SAS� # — °"�'"� �ror�� v��� �,..�.--- pSTQN� VEh1�EF: - "N4YUMI1�lG MG�S -_�� ROGK" �� .--- STONE LINT�L. B aILL c� 5TO1VE YEN� ��~ SIDING l` __„ '" � r �T.G>. PLYWUC.73a � MIT?DLE � .��. _ _ SQ50'-O° f � f � / / f r / BF.�GH BEf'YVEEN REATIt�IGIN YyAL15 ---��""`�`�~l � � Q � .�' r- ,�' ! /� BOULDER R�TINING WALLa / / / / ''� T.tJ. GQNGRETE �+ MUI�RGK�Nf ! / SQ8�1'-&" �'_._.�____�__._s _ _ _ r / .� GRET"E C� GAf2AGE / � aa�a-o�� 1 i � _ i j � i i � � -- ------ I � i� � �� i �-- —) --� i �� J � s � i I � � � a i � i i � � � a r � , � � `— �JCISTING C�RAt�E �, �-- P#NISHED l�Rlit?E _ _ T.O. PLYY'10Qi7 +� UPPER LE'�l�L � 80'i0�-O'� �� � _ _ _ _ _ _ _ _ �_ __ _ — _____ _____ i . - . - � � -- -- --� - -- -- - -- -- o-_-----�------ . " ( F I I ' I , � r � ( 1 ( _ 6 I I � _ _ , � I I i I �( � � I _ T,C7. PLYWOOD � MAIN LEVEL� SD60�--0�� T.O. PLYWOOD � MIDDLE L.EYEL � � _ ��--_— i _ � -.-_--�.� � � _ � = ��.�_ - _ _ 8050'-O" �" �--_--_____-__---�----------------�------ ----_-� I ! k ! f � � � ! � � � � � � � �� I � ( � � � i �i � � t � � � � � � � � � � � I I I � � � i.0. GC�NGR�T� ca� MUDRC'�7M — — � �— — — — — r�.- _ � � m SC�3a"-b°� � — ,--- ----7-- — — _ =� =f— �-� _ i � � � � 1.._ __._� .�I � � � � � � i.G7. GONGRETE � GARAG� SCJJq'-O" � � � i � � � � � � � i � i � � � � � � � � i i i s � i � ���7.�� V �N��� cr. � a�- � «� c� '� . +..�. i Nm(�Q`N "` pC�{..)�u� u ��� ��Q � �� � � � � � Q� u7 ,�.� t,� s.F._. � � � . ..... � � � � � � � 1""�. ^.F--- V t-- ___I Q � � W./ � � � � � � � � � � � •� � � � � � k� � � r--� C'� .� 1`�.. � ���*�C� � � � Q} r--- �"'� � (� •Q � � ` �_ ��� � � ��� �•� ���� i5�ue t��te LaRB �ubmis�ic�n 1D/21/05 L�RB 5ubmi�sion 11f18/C)5 Pina) DRB Review �3/D11D6 Permit 5et C76/OS/C76 Jr�b number: a�o� __._._ i7ra�un by. mpp �hecked by: L�rawing Titie: V�te�t Eleva�ian ��a[e: 1 /�"- 1 `_C��� 5heet Number: �� . .� _.� , �. �. �! ASPHALT 9HING1..E5 ��F:TAtiINiEED PRESiI�E1JTIAL Tl.. SHAKE �,.�R — ���►�,��R� �„ �� �X �-����� ��� r�a --� GOl.4R - PRATT � 1.�MBER7 "BUGKSKiN 3-108" 2x WC�Ui� R,4KE TRIM CM'I � GOLOR - PRRTf' � IaAME;ERT „BUGK''aKIN 3-108„ T.O. PLYWC�C.?D � R.ID�E SOti2'-10" .�..�.�—� _ � 5 ! 5 �.�°�`� \ � 12 ( Y�4 � � � I � .----- LINE C7F RC?T,4TION 4F ELEYATION ( I I � �1 �4 � � � , � � t i ��'_/� 5 i 5 �"� € I 12 I 12 ( �� � _ T.O. PLYWC�G�I� t0� F21L?CaE � SC�&2'-2 1f,2�� �-�"'�s`-� - r.--- �_ �' r ` `� HORIZCJI�TAL Y�D 51DING :r..�-r� _.�.��__� ' ._,_ �' '�.- `� � ' j • ~, � � GC)LQR - PRrhTT � LAMBERT - ._��._�._._._ � � � .j � � f :. ; e `� � 1 � � ��BUGKSK(N �-1t?8" ! ` �-' � 1 i � i 1 j , � � � r . , r � I ~ t . � ,,, '' " .. -' "� `� �. / , � � �, � ._ ._... � —,'. -'—,_ _.. . T.O. PLYY�tG70D t� E,��/E � d _ �-. � ,- ' ` ° �" EAVE . ---�- _ � ;. � � ,. _ � � y : i � � _ _ _ _ _______. T.4. PLYWC?G7l� � ��, f �. ! f 00't'1'-8 1 �/2" - - - - _ �. ' � �..� � � � � � ,� f �� " F . ` M `' `yj . , � , *%� r,. � v z.ti SG?`i"i S V2 � ` rnnP�.� ,..c ., t. � ;:� ,�� .',.�:c .:�w'" ,..� � u ..-- , r 1 -- � � . t . ! . ,� .1 f y , . . f . � f ,., 1 ,� � ~ �. _�___ _ I I i :r. . . . t --' . ', ,;\ > . : . . 1 . - ' � \ ' .: � : : �. � ". .. . . . ; . ;: F� _ : , \ � ! d`'� '. l : � .� ° !. � . . . . _. y . _ , �, ' ----t- i' . . . / ,. , ' ". . ' :_ ..'. .�( i. . , �, �, 1 .� �� � .. \ � f;:' _ � t . � - .YE: � l ` �_;_� - ,. � _ � I T j .'.: .� r l ________ __T__ . '< ' ,: _ `. r :f. \I \ �. � . . I #, . . . �. -.,_ . i: . �: � . :;�...., ; fi ,.. � .:- t i l "�----�''' � �" : . ,� ; t� - . .; : : . l: . : . . .a-- i , � . ,. . . ., -, - .r . ,,. i ; :. 1 - ; . .� , ' r . ,!. i . ' r . . ._. �.. ..� I '{ _F � § ... � :,: , I -1- . , ,, . I � r . i . ! -; � • .�.: , ' I �. , ' � . . 1� ' �i. . , 1' I �`' • I i.. .� , :\ '.7 / ' ' I;' �.. I I j i, — --- -._. __._ -- .i £ —;. � ,� �� i� l { � %,.;, ��! \ �a � i .� _.,. ( !:O '-.:_' . '. ,I . 1. 'i':� : .< . . ., ' j,. / \4 � -_�,-- , _i, _f . I 't _ I fi �,, I �I 1 : " " --- — „_„_ I j i >. . `� . ' - . . . � . , . . . \ � \ � � . i., ti I � � . . 1 (' f .. � : �y ! I — � , , �. , �i,3--. � . _ . . 1. _ ! /� _ . , ..., _ .�. : :. ; ,.,�, . ' ` j � "\ . }\ C � . � `.,..,... �, T --` \: :I�"} . r r . , . . : � :\. (: I �i >;�. .. - 3 I � --,. � r' r'�. . . ... . >;, . . :. . __ �: . ° i`;' .., � ` - 1 `� `. �.��. 1 .. � � LL �( y � C l . :f ' `I. � Q Y�4CaQL7 HEAi7 � 51DE T'RIM � -" _ • � 1 " ;. t �,: t� c0 � � 1 . , � . . . � '/ _ , � i ` " / `- �--_ ----�- � s .�, � _ : _ � - � i @ -- i �� i . ��':. . ; � T � f �_ � t � STU�CA HE.f�7 � 51LL TRIM t�D SILL c�D WIt�1DCaW � -�_ _ _ _w � _._� _ � _ � � � C - ' : ", , ` t � . � � , ' .:_ 1 'i �. p C. : , ti � . . , - - _ - ! i = _ � .. : '` ` -. ` \ , a � ,.- , ��. 9iUG".GG7 �aIDIN� GOLc�R - PF2ATT � L.rkMBERT { G " - _ i - _ i 21 �.: . ,. f ,. ,:.�,,, . ,. ,. . . _ t % � ,s,� \� � � � GG�LDR - 5T0 "�aP�GGTR/�L � 32�� i� ��BUGKSKIN 3-108° _ � - � ' .�- ,.` ` '�:i�" i �, i ij � k � ' . F - �' � I I ' _ - - � �1.. � �� . .�,� � t� � . ��'. � � � I I 1 1 � 1. • I r. .. ° 1 i .. � ,.. I � " 1 - - - ` I ` ° -�-,. ,..,. I I � S ! � 'Z; � r � }\ . ac' / � T.Q. PLYY�tO�?D c� UPPER l..EV EL _ _ . . � �_ ,_ — - _ _ _ - _ _ _ L-! - - - = - - - - = - - - --�- ! - - - - - - - - - - _ _ _ _ _ _ _ _ _- __ _ - _ - - _ _ _ _ _ ' _-_--�-� �,.:._ � �;, � , , , 1 ` ; ; _ _ _ _ T.O. PLYW0017 � UPPER LEYEL %� { t _ _ �--- � _ _ _ _ _ _ _ ---�- �.______ � �, -___ __ _�.�-- ____ _ _. __________.____________ --,.. --- - ---�--� - _ _ _ _ _ � _- _ _ -�-��,--�-� SC7'f ' SG?�O'-O" I � . = ' � '- -- ..... � _ � 1 ...- � D...-0"�F. ..._ .,,_ _ .<.- _ _ _� ____ _________ _________________________ ____________________________ °_ _ � / ��� __.\ p ^ � `/,�M,� � � �, i � . _._...__.. _. .._�..... _ _ _. _ _ `'� --_ ,..�----------- ---�'----------------- _ � � ,2"' STC'�N E G,4P � GOLUMh1 B4O.5E5 4 : � � � �,, - - - - - - - - - - _ _ _ _ _ _ _ e _ _ � ..7. ��' � r" ;:. .� --- ' s ' �... �.-- �.. \ 'S:w rc`z��t,,.a4.r�'�`-;�'�f r+�`� r�t> T�`}}� '4{.. . sro�� Y�� � I I � � I � _ �-� ; ��i_�. _�_ .�,��...�.. � STC�N� Y'�NE�R - "WYDMINC�a MO�-..�" I ( ( F..7CI5TING GRAL7E � � '" � � ;1�..� � ' ° � ,�, � �" p � I ( I I `'` '��" ' SIUGCA 511�ING i � FINISHED GRADE � I ~ '�,,� .�'.;. ! i . GG?L.C�R - �7G? "NATURA+L 32234° ..� ,. � � i � � I I � I V � � � '�'.t� ` T �I I I � � J � � `� � � � � � � I I . � ,�* .�. a , � , (� � r I � I � " woov r�„ai�.ix�, pa5�-�, e,��w�r�rz� � I I � I I �. :, . - � , p�:ir►� _,�._-- � � � ( � � , I I �``. ,� . ' ��� co�.oR - �t�rr � �r-tB�RT , { � � � � � I � I ., . =! „�u��s�ix �-�o�„ T.D. PLYYYOOL? c� MAIN LENEL _ _ ?w _ _ _ _ --n-- � — _ _ _ _ -- _ _ _ _ . _- _ -- � _ _� I � - _� T.t�. PLYY�tUUQi� � MAlhl L�YEL _ _ _ _ _' __ -�-_ _______—____— — �_-.�� _ _----------==-----=--- —_— _ _���_____-_____=��_____�_____-_____- ________-_-----�-- - __ ___-____�- __ _ _ _ _ �6Q-� SQ60'-U" �___________ �_-_____ ____ � -� -�------ �"u „ 4 _ ` _ _ _ _ __ _� � _________________-----1-----------___.____��.________ _ _a _�______________--------- � ---_-_°________________r�_---____________________°_------ ` -----°----------�-------_____°_-__-_---{------°------------! t � 1 ' I I I �\ , , ,) , � , � � � I I i �`�\ I I ' � � ( � � � � � � � ~,� � - - � I � � II` � , I � I � ( . � S{ � � ( ( / �� "�w. I � ' 1 ��� r^'� `^_ � 'a ,s� � '� "� °"` ^*... 1 ( I ' 1 i ! � I ( ! 1 I ( ( � r.d. PLYY�C�� c� MIQDLE L.E��EL � � 1 ( � � _ � I � _ ( �._ � � _ _ _ _ �_._. _ T.O. Wt�Oi� � MIUi�LE L�VE1. _ _ _ _ _ __._. � _ ._________ ___________________________-- _ _______________________________—�_ , , - _____________________________--_ -_----- ---_----____________—________________ HC?50'-0" � --�------------------ ; -------�__'-__________-------_-_-__ � � E ( 805C7-C7' -�_______________________ �-- ---__ � - --_____________- �- ---__________________---___------'_ � � �V_______________—____--� �----------------------___ �-______________�-__-------------- -�- - �-------------------) I � � I� I I I ( � � �( , � ( � � { ( � � � � (! � � � � � ! �� i I 1 I ( ( �� � � � f � i � I � � � � ( � ' 1 � I � II � � I � I � j � j� I I � � � � i � � � ( � � � ( � � I -r.o, coNC�� � Mu�r�c�rr _ _ � � ---�.-- �f.___ ,� j--- - � _ _ _r.o. CC>NGi�ETE � MUD�t - _ _ _ _ � � - - - - �. _ _ � _ _ _ _ _ _ _ _ St?3q-6" _ _ _ _ -- __ _ _����� ,� __—_ _ _ ---- -- ----r=---------- - - - - �G73q-Ea"� ���__��� _ �s._._.._---_.__._.--- --------- -�---- �-=- — _ _ � � _ -�-- — —� — — � I_i.__1 � l__�J i t �--�—r---------i---------�-1 �,.___.__...__._..�------- '__I T.C,�. GONG�ZFiE � G,4f2t�CaE � � � � � i_ � �l l_ _� _1 l_ _ J T.O. C�ONGi2� � GARAC�E SQ3�i'-O" � SD3�i'-O° ( � � G i i i � i � i i � � i i i � � � � � � � � � �����rt�� �� �, �i 1 �C/'X�J�c'��� `�MeMf iS 4 `1 � � � \.! � r ( r^^ I � •--- N�°p���,, `` qQ(,.)a� � � °_ ` r` ° ��� '� o � .� � � � vi �, t� �- � � � • ..� � � � � � � � ;� -��--� V �— � Q � � � � � .{� � (� ��.+/ � �� � r-- s y /1 � � .�r , } � Q� -- � �.✓ �� � N � � tl� ��p� � � � r-- N �. �� � ���� � ���o � � U N� .. � �� p�r�� i��ue 1�ate URI� 5ubmi��ion 10/21105 I�RE3 5ubmi�5ir�n 11118/G>5 �ina! DRE3 Review 03/U1l06 P�rmit 5et �Jb/vStOb ,�cb numb�r: oa�oa i�raum by: mpp _._----- Ghe�ked bt�: i�rawing Title: �`aUUth EI�Vat�'1C�r� 5c.�le; 1/4"'= 1'_p�� Number: ., ,� . � \ � \ \ \ \ �� O \ \ \ � \ \ \ \ \ `�� \ \ O \ \ "'^,... O � \ O \ \ � � � � � ` ` ..... ~ � .., �r� �F� � � �. '� ~ �,. \ � ASPFtAL.T SHINGL�'a � �� � � �� � G�R.T,41NiEED PRE51I: ENTI,� TL 5Hf41G� � � GC?LQR - "WEATHERED WG�C?I.�" � � I a y �' ` "`- -- -_ ,_ \ � ~ .�r'_���5 5 � i d i " ° 'i�2 -- �` \ � 12 � � �- '� O � T.Q. PLYWdC�D c� i2.UaGE _ - - - - - - _ - _ - �, ~.. °. �. &C?83'-8 3f4,, � � Sx CXJTRIG�"aEFZ BEAMS (7YP) — GOLC�R - PRATI` � i�MBERT "BUGK�'viCIN 3-1C78" 2x WOQD F.�3GIP� � Rr�10E TRIM CT`YPi -' GOLOR - PR.f�TI' � 1.f�MB�RT "BUGKSKIN 3-148" T.O. PLYWOQD r� EAYE �aa-i�i�-a �r�" � T.Q. PL L? t� UPPER LEYEL _ aa-ro�-c,�� 57UGCA H�i? 8 51!_L_ TRIM SiUC.,GO 51DING � GOLOR - 5T0 '"SPEGi'R�l. 32i82" STUGGG> 51I�It�1G -•---------•---. GOLDi2 - STf1 "NATURf�L 32234�� T.Ci, PLYtNC70D Cm MAIN LEr//El. SC?6C?'-O" WC70T� RAILIhIC-�, PCxTS, BAS_1_tJ�aTERS � ��GKINC� coio�z - PRarr � �M��r�r ���ucKStc.it� �-�a��� 4 � � + - +�� � rr s• • w � i _ i � � .-'��v_.. � _ �G i �� �� �� 1 I i 1_t 1.r°f� -�.��� j - L`::��,,, ' , � � __�-� -.-.,-z--._� � �°`�-.=- --�°- , ` � � �. -y � '-� �..� r�. --�.._ . � :,L. � , ��.,-^ �,` ' � � .._ W�... �'�� .i � 4 , ,^ � ��.� � \ f�,. t � I '��, �-�^'�� '�„ �r�! .:�.',� . P ..-.. 1 .�f . �l. � �� '�.''�4v�' 4' . ' ""'� .:..�.,�''4 '.� ' `:-.� �'� r.`\ . . � '-,�r . �,. � .� � � , ; � , \ ._ ,i f� , � j., � f ��: : \ � k �`. �._._ -� `�`'. . S � � � a - \ , ' � , _ �• ---�T , �;, . _� ' _ �J .l f,:: �. i f 4 iy ~-.'�: ( .. � " .� f.. �: :,,' ,2 , r p. .: � � � �' ` tw�i,v.�.:so•..3. `�a�ss,,.' `�- �/ . ti , ''" "`a. --�. , / /1 � 1' � .,`: �' t k � . � � � � �-� � a. ' r '' �. `. {� '� � E �� � � i , ,-C = � 1 :" . �-...: ( . v � .'4 / � ' _ ��� ( . � , ,_- �c. � � �' � � i i i .r . �� � �": r �t ,:. � �t �j � �" � �ti�' � �� � � _ , ! f � �� __._ � F o --- � - F\ ,:- , 1 1 ; � � �'' � ` � a . � � � " `,-r �'' --� t i ��'� ' � � : i . \. \ � , : � , { ` � � \ : f . ; ' �! �, f . \ � . f y � E � '- � . � : � r :I � . '�' 't' j � ��; � -°_�� : � - E . . ��, t r ". I {'' k _ i 1�' , _ j . 1 �- r ' ?' ,V " P � , \'S i 7` ' _ � _ � I 1 / ' \. , � ' ti � �. l 1 j� �.� ��� .�. � �� � 'k�{� � ��:` �� I - �i� ��` �i� . 1 � f ` / ' '- ( � \ �, I, �'""��.«,,,.,,,, '� �,. . � ' � � . . � i .,.:t 1� `� ,� . � .. , � I � .1' i � '. � f � �� . -,. 1 r � � --- -_..�_ �""}„!�.. � - V .� r t � f j i: }.# ,^ �' i �`.'} i j � \ �.~ �a'.-�'--�� _�� �,� �� _� 1 , �.� �. �� , � ��. :,� �,' 2 �' -. � � �`- � � ` , � � ` �f�, , � �f. � . ' �t L ♦ :� �q . .7 ' � �' ° `� . ., `. � — — - '°t-----� =�c= � ` _ >' �-!- �"=�—,.------_ _ �— =�_�'--� � ---�-`''--= — ,— = =� _ _ ---L. _\ �� � � � � _ � i_ ti. _ . f �l� � � �r i ��, `� ti���� =1. ,� �i,,,� �� ��� �<,>� �„� V � � � � � � � " � � - �-?� - -� '�- �- -� -; ` - .1 _ ��. � ,� � � _ � _ "' -� ` �- � / �. "�' � f � ! _ � � � � -v,,} e �sly �'� � L {Kr-, s se �q5.-�'�ea"4� .✓Ekt x 3 7E .� -:� � � � � : : . \r� � -� � ��^ �� ° �`.w.. . _..�..��'� �." � " -- ��.� �. � \ � i�` � r � � �_� � n- • � �� � 3 I ` � �� � ; �. I " � -,._ � , � -* I 1 � y . r� � ,,✓ '" `-\ , `,` 1 .- � � - � ��,- �-. - � � _ !. �� � ,�..` �, � , . � , : ,% � � ��� ! , ,. � , � !, _ � I , � � � � r ' : %- ! � � `'" � . � � �' \ �' !, , y { �.. 1 't[-" '. . , j, ' � � "i '� - � fi � i. . 1 t 3 � �.,,. <>. . � ` . ,� f � 1 �`;; r r 1 : ' : I; � 3 �" � I :� i �� / f' ,� , � _ �� .��.:. ~� ,� a .,-- � � i. ' � i . � � r f.l� `,,�. \ !,� �r' �.1�` h.� � � _ 3r ' �� (�.�.� _. �. � � '�, , --f„�' `�_\,' $^". - � .�,;,.., ` r ��- ! iB _____ ._--_ �. .,,-r. i � :, j :... , ,� ~ f, � � , f ii : i { i i � 1/1! '°'! ` I . _ 1' � ' � � . F{ rt h= � � �� YV� Y�4 Y�4 INC� l�lH W,I ( � i � � � �_ i � i �� i' i��'!!'�'�' �� , � �� .. � � n � � . � ; . .. �1 �1 1�tH 1 W2 � � YyC� Y�H l�ll � � i i � � i �..-- � � I � � ( j�� I �� Y � . � i � i � � i � i ��.. Sx OUTRIGC�ER B�AMS (TYPJ GC?LQR - PR1h7T � LAMBERT ,�euc,�.ir� �-�aa„ 2x Y�OC3L� Rr��KE 7R1M (T�'Pi Gt?LUt� - Pt2r`�TT d LAMBERT „BUGKSKIN 3-108" � � �N 1 ` d ��� "!�a �J � � � �,�. "� J x r° � � � � •-- �m��� '� �C�U�,`.r' {� �.. a- ' � c� S..G. � � o, o � Q � .+.� :� � � t./'� ,� ( � y-- � � V/ . .�. � � � � � � T.Q. PLYWG)DL7 t� �4�lE 80"?D"-5 1 /�,� ,�^� V y _ �' _ ` _ `° _ T.C7. PLYWCXiD �+ UPPF..R. l..�VEL � 1'�"' &t�-►Ci�„o,� � "�..." T.D. PLYYVqOL � �4YE �•J '--- ` � _.__ _ _ �%�i�-a �i.��� �1 Q �-�- HURIZC�NTAL, Y^IC'aG�L7 511�ING � � �"'�'----�..`' ° -._ � C.OLOF�, - PRATT' � L.AMBERT °. � ��BUGK5KIN �-148" � �} -- Wc�t�D HEAi% �. 51Ta� 7RI{wt � � � � 51L`� �..Yti1NDDW � �C.C��LOR - PR�a1"i" 4 J��+MBPRT � i "'BUGK5IKI�,,1 B-1c�&" � �` � Q> �� ~ � > � � "� a...` "° -,.. Q) T.O. PLYWUC'�la �+ MAlN L�VEI.. m' °` � �}''� t- — - - - - 8064`,�" _ + � � � � � � � ��� � � � N�(�� � � �� � . � r— �_ ■}_ �_. � +� � � � �Q� � '� U c� = � �- � � �� Q � � r.o. ��Ywvoz� � r������ t�r� }� ���> � ___ _____.___.________________ _----------___ _ _ __ __- _ __ _ - - ���"`-----__� `��_ _ �,p5c�-O � � �� � j ' ~ - � � � � _ � H�AYY TIMB�R Gt�UJMN � B�MS a � ( i s\`' � = - -� fi � �.. �` t_ � — HEAVY TIMB�t� GOWMNS, B�MS d GOLOf� - f'R,�'fT � �.f�MB�RT ( " �... � " � � ; _ - , - ��2AC:KETS ��BUGKSKIN 3-108" � � �-° o- - � � GOLOF'z - PI�iT � I.AMB�f2T ' i �� °BUGKSKIt�1 8-108,� � :0 9TC?N� LINTEL � 51LL C�+ STONE V�NEER t � � � EXISTiNG GRA1�E � e � ' .� � � � Ej 51I�ING ( . - - - - ^ � STONE `JEtJEER. - "WYG7MIh1C� MC� !0 � � FINISHED GRADE �, i • �I- � � �"°"---- FzC?CK�� 1 I i i i � �.. . 4 .- I��-� � �""°°°—_--_._— 2,� STOhtE GAP � GC.�LUMN f3A5E5 � I � ( � " �'. �: � � I �rcar�� v�r-..�z ( ' f �� � � � � � , . � - � , � , _ T.G7. GONGF2ETE t� MUDRUGM 1 a _ � _ - --µ��_ �._ ,_ _ _ _ _ _ --� - - - � _ _ � ' - _ _ `..� _ ` - � . _ _ T _ ______ _ Y _ ______ T.D. CANGRETE � MUL�R__�� 803R'-b° _ _ � _ � — _ _ _ _ _ ' - . _ . " - 809q�_b„ r � � i—}---�--�.��___..._-----r—_.�—..__—.._»._r-------- ---r � � � � „� __ ��SU� I�ate T.D. C,C7NGi�,�T`E � ra,�AG� �— --� � I `�`'`. ,�.. � T.O. GC1t�GRE=TE � C�,RAG� DRB 5ubmi5�ian 1t7l21lO� SC�3�'-U" � � � , � I � � 1 � `� `' -w. � � Fc"1�q'-D" � I�RB 5ubmis�ion 11118/O5 ii f i i �—�--�--�--°r------�-- e—�--�----i------ �=^»f--�—�� I L._._II._L_—II--- ----_. � '�I� �. �_.-----------.I ��1i�"�"`..,�.I FinaIPRBReview 03/G�it06 € f � i i � � 9 � � 1� I i` ~�' °� Permit 5et C�6f�38/06 0 � i i i � � i i � i i i � i i `�-.., -.... ,� I � 1 I � � � � � ! � � ��`~°-�. i M i i i � i i i i i � � i � �' "� -.. I i f I� 1 I I I I ���---_ _ i f i � i � � i i i � i , i i `�~� .r... ! a `' �... � � � ( I � } � ( � ` �' ~' '— .�. ._ Jok� number: oa�a� I i I ! I I i I I I I I � I i '�"' •�--. `" -- . T7r'auln by; mpp I I 1 I I� E I � ������� ��: i i i i i i � � r i � i � i t 1�Y'�ulirig Title: I � � 1 C I ���� �����tN��, �c�le. 1/�F��= 1'_0�� i �� �� . _ �� . � � �� _ � � �� __ � ___ -- -_ Number: �c :3.'�� , DESlGN CRITERIA: LOT 14 A�PINE DR. JOB� 0512-06 Raof Live Load (Snow) ------------------------------- 80/100 psf Roof Dead Load ----------------------------------- 15 psf Floor Live Load ------------------------------------ 40 psf Flaor Dead Load ----------------------------------- 30 psf Deck Live Load ------------------------------------ 1 QO psf Deck Dead Load ----------------------------------- 15 psf Wind (3 Second Gust) -------------------------------- 90 mph {Exp. B} Seismic Design Category ------------------------------- EXEMPT IBC/IRG Edition ------------------------------------ 2003 FQUNDATIflN DESiGN: a. Design of individual and continuous footings is based on a maximum ailowable bearing pressure of 1500 psf (dead load plus full live load). b. Foundation and retaining walls have been designed using a lateral pressure af 60 pcf. c. Footings shall be placed on the natural undisturbed soil, or compacted structural fill per fihe reGOmmendatians of the geotechnicai engineer, below frost depth. d. This foundation has been designed according to the design recommendations set forth in geotechnical report #04185 by �KP ENGINEERING, The contractor shali follow the construction requirements fram this same report. e. Pravide continuous foundation drains around the perimeter of all basement walls and at the base af retaining walls. Contact geotechnical engineer far details. f. Provide crawi space ventilation per 1BCfIRC requirements. g. A representative of the geotechnica( engineer shail verify soils canditions and types during excavation, Report any discrepancies from original fiindings to structural engineer for re-evaluation of foundation design. h, Backfill around and above structurai buttresses and retaining wc�lls shall be compaction-tested per the recommendations af the geotechnical engin�er. REINFORCEb CONCRETE: a. Gancrete design is based on the "Building Code Requirements for Reinforced Concrete" {AGI 318} as adopted by Chapter 19 of the 20Q3 IBC. b. Structural concrete shali have a minimum 28-day compressiue strength of 30fl0 psi. c. Concrete shall be praportioned using Type I-II sulfate-resistant cement. Admixtures cantaining chloride salts shal! not be used. d. Cold weather cancreting pracedures shall be provided as reeommended in the ACI Manual of Cancrete Practice. e. Anchar balts for beam and column bearing plates sha11 be plcaced with setting templates. f. Expansron bolts shall be iocated at a minimum af 6 bolt diameters from concrete edge and spQCed at 10 bolt diameters unless noted otherwise. g. Anchor bolts far wood sill plat�s sht�ll be placed at 4'-0" maximum spacing with one anchor bolt at 12" from each end or carner and a minimum af two anchar bolts per pieca. h. Cancrete floor siabs on grade and on metal decking or plywood supparted by framing shall have sawn or tooled control joints at a maximum spacEng of 15'-0" in each direction. Locate cantrol joints along ca{umn grid {ines where passible and provide slab isolation joints arour�d columns. i. Cancrefie coverage for reinfarcing steel: 1. Concrete cast against and permanently exposed to earth; 3" 2. Concrete exposed to earth or weather: A. �5 bar and smaller 1 1 f2" B. #6 through #18 bor 2" 3. Concrets nat exposed to weather or in contact with graund: A. Slabs, walls, joists (�11 bar and smaller) 3f4" B. Beams, columns 1 1 j2" REINFORCING STEEL: a. Detailing, fabrication and placement of reinforcing steel shall be in accordance with the ACI Manual of Concrete Practice. b. Except where otherwise nated on the drawings, reinforcing bars shall conform to ASTM Specification A615 and shall be grade 60 except ties, field b�nt bars where permitted by note on plan, or bars to be welded, which shall be grade 4�. c. At splices, lap bars 44 diameters. Do not weld or use mechanical splicing devices unless specifically approvad by engineer. d. At corners, make horizontal bars cantinuous ar provide corner bars. Around apenings and steps in eoncrete, provide {2)-#5 bars ext�nding 2'-6" beyond adge af opening or step, a. Extend reinforcing stesi a minimum of 2'-6" through cold joints. Unless spacifically located an plan ar detaiis, coordinate cold joint locatians with engineer. f. Welded wire fabric shall confnrm to ASTM Specification A-185. �ap weided wire fabric a minimum of one full mesh plus two inches, Laps shall be wired together. q. Epaxy adhesive for reinfarcing dowels shafl be "Hilti" or "Simpson" or approued equivalent adhesive systems. Minimum embedments, if not specif'rcally indi�ated on the drawings, shall be accarding to the mflnufacturer's specifications. h. Metric bar size conversion table: METRIC INCH-POUND #10 #3 �13 7 � �5 #� s #s �22 �7 #25 #8 �29 #9 #32 #10 #36 �11 STRUCTURA� WOOD FRAMING: a. Except where noted otherwise, all 2" nominal lumber, except studs, shail be Douglas Fir-�arch �2 and better, and all solid timber beams and posts 3" nominal and wider shall be Douglas Fir-�arch #2. b. Studs sha(I be Stud grad� and better pouglc�s Fir-Larch or Hem Fir. c. Buift-up posts sholl consist of D�uglas Fir-Larch or Hem Fir �2 or better 2x4 or 2x6 studs per plan and shall be nailed together with 2 rows of 16d nails t� 6" on center along each stud. d. Built-up beam$ cansisting of multiple Zx members shall be nailed together with two rows of 16d nails spaced at 12" on center, or with two rows of 1%2" diameker thru-bokts spaced at 24" on center. e. Tap and bnttom pfates shall be Douglas Fir-Larch or Hern Fir #2 and better. Platss placed directly on cancrete walis or slabs shall be pressure-treat�d Hem Fir #2. f. Wood beams bearing in beam packets in concrete c�r masonry walls shali bear on a treated 2x6 bearing block. Provide ��" clearance around end of woad beam. Block against sides of beam pocket with fireated 2x blacking to provide lateral suppart for beam. g. Within f(oar joist spaces beneath solid or built-up calumns nated an plans, blocking of area equivalent to calumn obove shall be provided, Door or window trimmers consisting of a singie stud do nat require special blocking in the joist space. h. Except as noted ntherwise, minimum nailing shall be pravided as specified in the "Nailing Schedule" on the drawings {2003 IBC Table 2304.9.1), i. Balts used for wood framing connections shall be installed with standard washers and nuts. j. Unless noted otherwise, steel connectors such as those manufactured by the Simpson Compony shall be used to jain rafters, joists or beams to other beams at flush-framed conditians. Use all speci#ied nails. Connector conditians not otherwise nQied sha(! utilize Type U or Type HU hangers of a size specifically designed for the rnember supported, as shown in the m�nufacturer's published tables. Contact structural engineer for details as required. k. Wood nailer plat�s installed on steel becams or concrete walis for "t�p-flange hangers shail be ripped to matc� the width af the wall or beam flange. Nailer plates supporting top flange hangers from one side only shall be instalied flush with ths face of wall or beam flange at the hanger locations. I. Manufacfured joists shall be from an approved manufacturer and shall be equivalent in laad carrying copacity trnd defiection criteria to BCI 6QOiJ or �PI 300 series jaists in the depths and spflcings indicated on plan. Provide blocking, braeing, web stiffeners and other accessories as required by the manufacturer. m. Laminated veneer lumber (LVL) shall have the foliawing minit-num properties. 1. Flexural stress ------------------------------------- 2600 psi 2. Madulus of elastieity --------------------------------- 1,900,000 psi 3. Tensian parallel to grain ------------------------------ 1850 psi 4. Com�aression parallel to grain --------------------------- 2310 psi 5. Compression perpendicu(ar to grain (part�llel to glue line) --------- 750 psi 6. Horizontal shear ___________________________________ 285 psi 7. Conneetion of muitiple-member beams: A. Tap-loaded beams i) For members 12" deep or less, nail each member to the next with 2 rows of 16d nails at 12" o.c. ii) For members greater than 12" deep, nail each member to tne next with 3 rows of 16d nails at 12" o.c. B. Side-loaded beams i) For twa or three member beams, nail each member ta the next with 3 rows of 16d nails qt 12" o.C. ii) For four member beams, bolt thraugh with 2 rows of 1/2" diameter bolts at 12" a.c. iii) FQr members consisting of more than four members, contacfi structural engineer. n. All lumber used in constructian shali have a maximum moisture content of 19�. o. Framing Notes: 1. Exterior walls: A. Ali exterior walls are 2x6 studs � 16" o.c. to a maximum height of 12'-6", 2x6 studs C�3 12" o.c. to a maximum height of 14'-6", and (2}-2x6 studs Q 16" to a maximum height of 17'-4" unless atherwise noted. Walis taller than 17'-4" shail be framed with manufactured paraflom studs, contact engineer for spacing requirements, if not indicated on plan. Cap with a double top plpte installed to provide overlapping at corners and at intersections with other partitions. If overlap is not possible, strap top plates with metal strap ties (Simpson ST292 ar equivalent). B. Gable-end waiis shall be balioon-framed to the bottom of rafters or end-wall trusses unless approved by engineer. G. Flaor or roof framing members must be aligned to bear within 5 inches of the studs beneath. D. Provide 7f16" thick APA rated sheathing (plywood or OSB} rated 24/16, exposure 1, at exterior face of exteriar walls. Block ail horizontal jaints anci nail panels with 8d naiis spaced at 6" along panel edges and at 12" along intermediate supports. E. Provide (3)-2x10 headers over ali door and window openings, with one 2x6 trimmer and one 2x6 king stud each end, unless otherwise indicated. F. At beam bearing locations in stud wc�lis, provide multiple-stud posts equal to width of bearing member unless noted atherwise. 2. Interior Load Bearing Walis: A. Interior load bearing walls are 2x4 or 2x6 studs (as indicated on plan) C� 16" o.c. with 1/2" gypsum wallboard both sides uniess noted atherwise. Gap with a double top plate instalied to provide overlapping at corners and at intersections with ather par#itions. if overlap is not possible, strap top piates with metaE strap ties (Simpsan ST292 or equ ivalent). B. Flaor or roof framing members must be aligned to bear within 5 inches af the studs beneath. C. Provide {2)-2x10 headers over all openings in wall, with one 2x4 or 2x6 trimmer and one 2x4 ar 2x6 king stud each end, unless noted otherwise. D. At beam bearing locatians in stud walls, provide multiple-stud posts equai to width of bearing member unless noted otherwise. 3. Floor Construction: A. Prouide 3/4" thick APA rated Sturdifloor rated at 24" o.c., tongue and groove, expasure 1. Giue and nail panels to all supports with 8d nails spaced at 6" along panel edges and at 12" along intermediate supparts. lnstall sheathing with long dimension perpendicuiar to joists and end joints staggered. B. Provide solid blocking between floor joists at all bearing locations. Blocking material shall match the flaor joist material. 4. Roof Construction: A. Provide 5f8" thick APA plywood sheathing rated 40f20, exposure 1. Instal! sheathing with long dimension perpendicular to rafters or trusses and end joints staggered. Nail with 8d ne�ils spaced at 6" a(ong panei edges and at 12" along intermediate supports. B. Plywood sheathing shall be applied continuously over the primary roof inembers (rafters or trusses) below averframed areas to provide adequate laterai stabiiity. C. Provide windfseismic anchors at supports for all roof joists and trussed rafters. See nailing schedule. D. Pravide solid blacking between roaf rafters, trusses and lookouts at all bearing locations. Blacking materia! shall match rafter, truss chord, or lookout rnateriai. 5. Wind Bracing: A. Walls over 4 feet long which are sheathed with gypsum wallboard an both faces and ore indicated as shear walls an plan have been designed to resist wind forces in accordonce with Table 2306.4.5 of the 2003 IBC. B. At shear walis, screw 1/2" gypsum wallboord ta ail studs and to top and bottom plates with #8 x 1 1/8" drywall screws at 7" maximum spflcing, G. Exterior plywood or QSB wall sheathing is required unless specifically deleted by engineer. STRUCTURAL GLUED LAMINATED TIMBER: a. Materials, manufacturer and quality control shall be in conforrnance with AITC Product Standard PS 66-82, "Structural Glued Laminated Timber". b. Laminated members shall be fabricated using Douglas Fir with the foilowing cambination symbols: 24F-V4 5imple-span beams 24F-V8 Cantinuous or cantilever beams 3 Columns c. All members shall be Architectural Appearance Grade, unless indicated otherwise by the architect. d. Pratect members from damage or exposure to maisture prior to and during construction. e. Adhesive shall meet the requirements for wet conditions of service. f. Do not camber laminated members uniess indicated on the drawings. STRUC7URAL STEE�: a. Structurai steel shall l�e detailed, fabrica#ed and erected in accordance with the most current editions af AISC Specifications and Code of Standard Practice. b. Structural steel W shapes shali be ASTM A992. Other rolled shapes, including plates and angles shall be ASTM A36. NSS shapes shall be ASTM A500 grade B. Pipes shall be ASTM A53 grade B ar ASTM A501. c. All bolts used in steel framing shall canform to ASTM Specification A325. Anchor bolts and balts used in timber cannections may be ASTM A307. 8olt sizes shall be 3f4" diameter unless noted otherwise. d. Typical framed beam connections shafl consist of pairs af 1 j4" angles using the maximum number af bolts called for in Table II-A of the AISC Manual (ASD Ninth Edition). e. Expansion balts shall be wedge type "Hilti" or "Rawl" ar "Simpson", ar approved equivafent with the following minimum embedments: 1/2" diameter ---- 2 1 f 2" 5/8" diameter ---- 3" 3/4" diameter ---- 4" f. Epoxy anchors cailed far an the drawings shall be "Epcon" or "Rawl" or "Simpson" ar approved equivalent anchor systems. Minimum embedments, if not specifically indicated on the drawings, shall be accarding ta the manufacturer's specifications. g. All welding shall be done by an AWS qualified welder. h. Delay painting within 3" of field welds until welds are completed. i. Where corrosive soil conditions exist, steel angles that are used to suppart exterior stone veneer shol! be galvanized and shail be attaehed to the foundation with galvanized or stainless stael expansion anchors. BACKFILLING: a. Do not backfill against retaining wails until supporting elements are in place and securely anchored, or adequate sharing is installed. Cancurrent backfilling of each side of a retaining wall to final grades as indicated on plan or sect'son is required unless temporary sharing is installed. b. Verify type of fiil with soils engineer and structurai engineer prior to backfiliing. GROUT. o. All �rout baneath column base plates and stee! beams at bearing snall be non-shrink, non-metailic type grout. Grout shall have a minimum compressive strength of 2500 psi. GENERAL REQUIREMENTS: a. Structural erection and bracing: The structura! drawings illustrate the campleted structure with aCl elements in their final positions, properly supported and braced. The contractor, in the proper sequence, shall provide shoring and bracing as may be rec�uired during construction to achieve the final com�aleted structure. Cantac# structural engineer for consultation (not in contract) as r�gu ired. b. Dimensions: Check ail dimensions against architectural drawings prior to construction. Da not scale drawings. c. Canstruction practices: General cantractor is respansible for means> methods, techniques, sequences and procedures for construction of this project. Natify structural engineer of amissions or conflicts between the working drawings and existing conditions. Coordinate requirements for mechanical%electrical fplumbing penetratians through structurai elements with structural engineer. Jobsite safety is the sole respansibility of fihe contractor. All methods used for constructian shall be in accordance with the latest editions of the IBC/IRC. d. Details nat specifically shown on the drawings shali be constructed in a manner similar to the details that are shown for like conditions. These items ahall be brought to the attention of the structural engineer as soon as possible for approval. Approval shall be obtained prior to installation. e. �t is the responsibility of the contractor to contact the structural engineer at the appropriate time to perform site observation visits. Observation visits to the jabsite by the engineer are far determination of general conformance with the construction dacuments and shall not be construed as inspection. f. Though every effort is made to provide a complete and dear set of constructian documents, discrepancias or arnissions may occur. Release of these drawings anticipates cooperation and cantinued communication between the contractor, architect and engineer to provide the best passibie structure. These drawings have been prepared for the use of a qualified contractor experienced in the construction techniques and systems depicted. 2003 IBC FASTENING SCHEDULE (TABLE 2304.9.1) CONNECTIO(`J FASTENING°� m LOCATION 1. Joist to sill or girder 3- 8d common toenoil 3- 3" x 0.131" nail 3- 3" 14 gage staple 2. Bridging to joist 2- 8d common toenaii each end 2- 3" x 0.131" nail 2- 3" 14 gage staple 3. 1" x 6" subfloor or less to each joist 2- 8d common face naii 4. Wider tnan 1" x 6" subfloo� to each joist 3- 8d common face naii 5. 2" subfloor to joist or girder 2- i6d common blind and face noii 6. Sole plate to joist or blocking 16d at 16" o.c. typical face nail 3" x Q.131 " n a i i a t 8" o. c. 3" 14 gage stopie at 12" o.c. Sole plate to joist or blocking at braced wall panel 3- 16d per 16" braced wail ponels (4)-3" x 0.131" nail per 16" (4)-3" 14 gage staple per 16" 7. Top plate to stud 2- 16d common end nail 3- 3" x 0.131" nail 3- 3" 14 gage staple 8. Stud to sole plate 4- 8d common toenoil 4- 3" x 0.131 ' nail 3- 3" 14 gage staple 2- 16d common end nail 3- 3" x 0.131" nail 3- 3'� 14 gage stapie 9. Double Studs 16d ot 24" o.c. foce noil 3" x 0.131" nail at 8" o.c. 3" 14 gage stapie at 8" o.c. 10. Doubfe #op plafes 16d at 16" o.c. typicai face nail 3" x 0.131" nail at 12" o.c. 3" 14 gage staple at 12" o.c. Double top plotes 8- 16d common lap spiice 12-3"x0.131"nai! 12 - 3" i4 gage staple typical face nail 11 Blocking between joist ar rafters 3- 8d common toenail to top plate 3- 3" x 0.131" nail 3- 3" 14 gage staple 12. Rim jois# to top piate 8d ot 6" {152mm) o.c. toenaiJ 3" x 0.131" nail at 6" o.c. 3" 14 gage stapie at 6" o.c. 13. Top piates, laps and intersectians 2- 16d common face nail 3- 3" x 0.131" naii 3- 3" 14 gage staple 14. Continuous header, two pieces 16d common 16" o.c. olang edge 15. Ceiling joists to plate 3-$d common toenail 5- 3�� X a.����� naai 5- 3" 14 gage staple 16. Continuous header ko stud 4- 8d common toenail 17. Ceiling joists, laps over partions 3- 16d common minimum, Table 230$.10.4.1 face nail (See Section 2308.10.4.1, Table 230$.10.4.1) 4- 3" x 0.131" nail 4- 3" 14 gage staple 18. Ceiling joists to paraliel rafters 3- 16d cammon rrrinimum, Table 2308.1Q.4.1 face nail 4-3"x0.131"nail (See Section 2308.10.4.1, Table 2308.10.4.1) 4- 3" 14 gage stapie 19. Rafter to piate �- 8d common toenail (See Section 2308.10.1, Table 2308.10.1) 3- 3" x 0.131" nai! 3- 3" 14 gage stapie 20. 1" diogonol brace to each stud and piate 2- 8d common face nail 2- 3" x 0.131" naii 2- 3" 14 gage stapie 21. 1" x 8" she4thing to each bearing wail 2- 8d common face nail 22. Wider than 1" x 8" sheathing to 3- 8d common face nail each bearing wa{i 23. Built-up corner studs 16d common 24" o.c. 3" x �.131" naii 16" o.c. 3" 14 gage stapie 16" o.c. 24. Built-up girder and beoms 20d common at 32" o.c. face nail at tap ond 3" x 0.131" naii ot 24" o.c. bottom staggered on 3" 14 gogs staple at 24" o.c. opposite sides 2- 20d common face nail at ends and at 3- 3" x t}.131" nail each splice 3- 3" 14 gage stople 25. 2" planks 16d common at each bearing 26. Collar tie to rofter 3- 10d common face nail 4- 3" x 0.131" nail 4- 3" 14 gage staple face nait 27. Jack rafter to hip 3- 10d common toenail 4- 3" x 0.131" nail 4- 3" 14 gage staple 2- 16d common face nail 3-3"x0.131"nail 3- 3° 14 gage staple 28, Roof raffer to 2-by ridge beam 2- 16d comman tosnail 3- 3" x Q.131" noil 3- 3" 94 gage stapie 2- 16d common face noil 3- 3" x 0.131" nail 3- 3" 14 gage stople 29. Joist to band joist 3- 16d common face naii 5-3"x0.131"nail 5- 3" 14 gage staple 30. �edger strip 3- 16d common face nail 4- 3" x 0.131 ° nail 4- 3" 14 gage stopie 31. Wood structurai panels and particleboard:b 1/2" and iess 8d°�� {per KRM)4 Subfloor, roof and woll sheathing 2 3/8" x 0.131" nail" {to frt�ming): 1 3�/4" x 16 gage° 19/32" to 3/4" 8d (per KRM}q 2 3/8" x 0.131" nailP 2" 16 gagep 7/8" to 1" 8d° 1 1,/8" to 1 1/4" 10d� or 8d� Single Flaor (combination subfloor- 3/4" and less $de (per KRM)4 underlayment ta framing): 7/$" to 1" 8de 1 1/8" to 1 1/4" lOdd or $de 32. Panei siding (to framing) 1/2" or less 6df 5/8" 8df 33. Fiberboard sheathing:9 1 j2" No. 11 gage roofing naiih 6d �ommon nail No. 16 gage staple' 25%32" No. 11 gage roofing nailh 8d common noil No. 16 gage staplei 34. Interior paneling 1 j4" 4d� 3j8" 6dk NOTES TQ TABLE 2304.9.1 For Si: 1 inch = 25.4mm. 2 3j$" x 0.113" nails and 3" x 0.131" nails are standard $d and 10d Gun nails. a. Common or box nails are permitted to be used except where otherwise stated. b. Naiis spaced at 6 inches on center at edges, 12 inches at intermediate supports except 6 inches at supports wt�ere spans are 48 inches or more. For nailing af wood structural panel and particlebaord diaphragms pnd shear walls, refer to Section 2305. Nails for wall sheathing are permitted to be common, box or cosing. c. Common or deformed shank. d. Common e. Defarmed shank. f. Corrosion-resistant siding ar casing nail. g. Fasteners spaced 3 inches on center at exterior edges and 6 inches on center at intermediate supports. h. Corrosion-resistant roofing naiis with 7/16-inch diameter heod and 1 1/2 inch length for 1/2-inch sheathing and 1 3f4 inch tength for 25f32-inch sheathing. i. Corrosion-resistant stapies with nominal 7/16-inch crown and 1 1 j8 inch length for i/2-inch sheathing and 1 1 f2 inch #ength for 25f32-inch sheathing. Panel supports ot 16 inches (2Q inches if strength oxis is the long direc#ion of the panel, unless otherwise morked}. j. Casing or finish nails spaced 6 inches on panei edges, 92 inches ot intermediate supparts. k. Panel supports as 24 inches. Casing or finish nails spaced 6 inches on panel edges, 12 inches at intermediate supports. I. Far roof sheathing appiications, 8d naiis are the minimum required for woad structural panels m. Stapfes shaii have a minimum crown width of 7/16 inch. n. For roof sheathing applications, fasteners spaced at 4 inches on center at edges, 8 inches at intermediate supports. o. Faste�ers spaced 4 inches on center at edges, 8 inches at intermediate supports for subfloor and wall sheathing ond 3 inches on center ❑t edges, 6 inches at intermediate supports for roof sheathing. p. Fasteners spaeed 4 inches on center at edges, 8 inches at intermediate supports. q. Items nated as "per KRM" have been changed from the IBC schedule ta a more restrictive requirement. ALL LUMBER CQNNECTORS IN DIRECT CONTACT WITH PRESSURE-TREATED LUMBER SHALL HAVE A SIMPSON ZMAX FINISH OR EQUIVALENT CQNNECTION SCHEQULE Q SIMPSON H5 B(� SIMPSON ITT3511.88 �C SIMPSON SURI/LI3510 j12 OR LSSU935 �D SIMPSON ITT11.88 E{�} J L 4x4x1 f 4 x 0'-5 1%2 Wj (2}-3/4"b THRU-BOLTS EA, LEG F� L 4x4x1 f 4 X o'-a� �/� W/ (3)-3/4"� THRU-�O�TS EA. LEG {G} SIMPSON LUS28 �H SIMPSON LSSU410 PACK 5TEEL WEB WHEN APPL.ICAB�E I{� NOT USED Q SIMPSON HB5.5/11.88 �K SIMPSON HU612 L� SIMP54N BA3.56/11.85 �M SIMPSON LSSU210-2 (�N SIMPSON HUS1.81 f�0 0 SIMPSON ITT3511.88 (INVERTED} P{� SIMF'SON IUS2.37/11.88 OO (6)-16d TaENAILS R(� SiMPSdN �SSU210 S� SiMPSON MIT3511,88-2 O SIMPSON HGUS5.5/10 PACK STEEL WEB SOLID � J L 4x4x1 /4 x 0'-8 1 f 2 Wf (3)-3/4"b THRU-BOL.TS EA. LEG �V SIMPSON IUT3512 VQ SIMPSON LSSU125 ♦ � � � ♦ � A.B. A.F.F. A. F. G. ADJ. ANCH. aP��ox ARCN. sQ. BLL G. 8 LK G. BM. BOT. 8.0. W. BRG. CANT. C.J. cr�u CEM. GLG. � CLR. ca�. CONC. CONN. CflNT. caNST. C.P. G. W. DBL. DET. DlAG. D WG. D V+lL. EA. E. J. EL�V. ENG. EQUIP. EQUIV. EXSTG. (E} EXP. EXT. F. D. FDfiN. FL.R. FRMG. FTG. GA. GALV. GEN. G.�, GYP. HDR. HoRiz. HSS HT. IN7. INV. K JST. LAM. �LV LONGIT. LTWT. LVL �SL MAX. MECN. MAT'L MANUF. MIN. ��) NOM. 0. C. OPNG. dSB R PLYWp. PKT. R.O. RAD. REF. REINF. REQ'D RET. REV. �,�. S�MED. SECT. SH T. SIM. S.I.P. SPEG. SQ, STD. STL. STRUCT. T T&B T&G r.a.c. T. C?. F. T.O.L. T.Q.M. T.O. i'. 0. W. THRU TRANSV. �� TYP. U.N.4. VERT. V.I.F. W.F. W.P, W. W. F. VdD. W W�0 ANCHOR BOL7 ABOVE FINISHED FLOOR � ABQVE FINISHED GRADE ADJUSTABLE ANCWOR APPROXIMATELY ARCHITECT B�ARD BUILDING B�OCKING BEAM BQTTOM BOTTOM aF WAL� BEARING CANTILEVER CONTROL JaINT CONCRETE MASONRY UNIT CEMENT CEILING CENTERLINE CLEARANCE c��ur�r� CONCRETE COt�NECTiQN CONTINUOUS CONSTRUCTION CRIPPLE POST CRIPPLE WALL DOUB�E DETAIL DIAGONAL DRAWING DOWEL. EACH EXPANSI�N J41NT ELEVATION ENGINEER EQUIPMENT EQUIVA�ENT EXIS7ING EXISTING EXPANSION EX7ERIOR FLOOR DRAIN FOUNDAiION FLOOR FRAMING FOOTING GAUGE GALVANIZED GENERAL GLUE-LAM GYPSUM JGYPCRETE HEADER HORIZQNTAL HOLLOW STEEL SECTION HEIGNT IN7ERIOR INVERTED KING STUD JOIST LAMINATED LONG LEG VERTICAL LONGITUDINA� LIGNTWEIGHT LAMINATED VENEER LUMBER LAMINATED SiRAND RIM MATERIA MAXIMUM MEGHANICAL MATERIAL MANUFACTURER MINIMUM NEW NOMINAL QN CENTER C}PENING ORIENTED STRAND BQARD PLATE PLYWOOC} POGKET ROUGH OPENING RADIUS REFERENCE REINFORCE/REINFORCEMENT REQUIRED RETAINING REVISIt�N Rouc� sawN SCHEDU�E SECTION SNEE7 S{MILAR STRUCTiJRAL INSULATED PANEL SPECIFICAI'!ON sc�u��E STANDARD STEEL STRUCTURAL TRIMMER T�P & BOTTOM TQNGUE & GROO,VE �raP oF eo�vc�E�rE TOP QF FOf371NG TOP OF LEDGE TOP OF MASONRY TQP OF TOP OF WALL THROUGH TRANSVERSE TUBE STEEL CQLUMN TYPICAL UNLESS NOTED OTHERWISE VERTIGAL VERIFY IN FIE�D WIDE F�ANGE WATERPRt7Q� WELDED WIRE FABE�IC WQOD WI TH WITHOUT j,` , f ' � �-1 � � � ,` � a � � �� i `���...�..:-� �� Z � Z Q J � � Z C1 � � � � ��,, > s � i� _..,�: � � .� � � i7 � � � � .� N � � .� � N II L � � � � � � � G i "' � � � � i � �.� . � �� � � designed by drawn by _ checked by issued > � �t � � C°o�d �L Ca ct� c� HNU6�� Q � ��ir� 0 ,.� a r� r� ��-�L�Ci7 �t-~oQ cc���r�� co tn J �....- N � � � r� �n r� , y � c � rn ���� xp�ra- O � � � � .�.-. o=j°Q CL > � .�--..� � �� � � � � . � � .1I � �;: , .� � �, � " � � �: �. � .... ��,;" � � r. l���� � • is !i •• ' � iw •� ' � i • � 5i1��� ��� #��� �-�� � � � � ¢ � � � � � r� 0 0 N 00 N � 3 � N 0 J a N il3 c� 0 N � 0 � c i S � � � 0 v c .� <C � � a � � a N � �t} 0 � a � c� s 0 � � 1 � �' ♦ NORTH SCALE: �1 %4" = 1'-0" ��� PLAN NOTES 1. E�EVATiONS OF CQNCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: T.O.W.=TOP OF CONGRETE WA�L T.O.F.=TOP OF CQNCRETE FOOTING 2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING C�NDITIONS AT THAT DEPTN. CONTACT ENGINEER IF OVEREXGAVATION IS REQUIRED. 3. STEPS !N TOP OF CONCRETE WALL INDICATED: �� 4. CONTINUOUS CQNCRETE �`QOTINGS ARE CENTERED BENEATH GONCRETE FOUNDATION WA�LS UNLESS NOTED OTHERWISE. 5. C4NCRETE FOUNQATION WA�LS ARE 8" THICK AND CQNTINUOUS FOOTINGS ARE 8" THICK x 16" WIQE UhILESS NOTED OTHERWISE. 6. DO NOT SCALE DF2AWlNGS. SEE ARCH. FOR STAIR � RiSE A�lD RUN TYP, #3 CC}NT. EN EA. 4 NOSII�G �i • �" a s� �o. °�r�`r �' ����� ����;ti; l� �/ 1%2" 4 x 1�" A.B.'� C� 48'> O.C. IN CONT. TREATED 2x6 R (2)-#5's CONT. HORIZ. TOP 8c BOT, 1 1 /4x1 � 7/8 TIMBERSTRANQ �S� (OR EQUIV.} R1M 1/2" � x 10" A.B.'s C�? 48„ O.C. 1N CONT. TREATED 2x6 �' GONC. STAIRS SEE 1/S2 8048'-9 3 4 T.O. W. ( � jj ° � VARlES � � F T.O. CCiNC. ° ° � �, � ° (2)—�5's CONT. H�RIZ. � TOP & BQT. �5's C�7 92" O.C. TRANSV. V��S�`G T. 0. F. �� O 1 PERIMETER DRAIN PER 501LS ENGIRlEER SCALE: 3/4" = 1'-C}" ---- 5" CONC. SLAB PER PLAN, TYP. /- �5 Q WLS x ir� I C�7 16" O.C. �— � 1 �'2,> 8039'-6 ,� T.O. SLAB �'i'- T.O. W. ELEVATQR PIT 8Q38'-1 ,�,, T.4. F. #5 Q W�S x � o l�? 16" O.C. 1'-2 {3) #5's C4NT, �4NGIT. 2x6 STUDS C� 16" O.C. Wf 1 j2" PLYWD. OR 4SB SHEATHING 1 1 f 2" �TWT. CONC. ._.� � .._. 8050'-0 � T.O. P�Y. a a 4 4 q.°° 4° ��a� �"����''�'�� �,�,,`�,�,,�ir��, �ff��`��,� 4 Q , f��t�. �.., � � 4 � . . �. d a o. . .: ° Q 4 1'-Qr� �,> g>, � c� 2����r � I-JOIST PER PLAN - #5's C�? 12" O.C. VERT. - �5's {� 12" O,C. CONT. HQRIZ. - 5'> S�AB PER P�AN 8039'-6� T.O. SLAB -- �5 D WLS x � �° C� 12" 0. C. t cv � Vy� SPREAD FO�TING SCHEDULE TYPE SIZE REINFORCING A 2'-4 x 2'-0 x 1'-0 (3)-#5's x 1'-6 EA. WAY B 2'-6 x 2'-6 x 1'-Q (4)-#5's x 2'-0 EA. WAY C 3'-Q x 3'-0 x 1'-Q (4)-#5's x 2'-6 EA. WAY � 4'-6 x 4'-6 x 1'-0 {6)-#5's x 4'-0 ER. WAY E 5'-0 x 2'-6 x 1'-Q (6)-#5's x 2'-0 TRANSV. {4)-�5's x 4'-6 �ONGIT. NOTE: TNIS SCHEDULE IS FOR NON-BATTERED STONE VENEER WITH A MAXIMUM THlCKNESS OF 6". CONTACT ENGWEER FOR OTHER CONDITIONS. �5's CONT. - H�k1�L. `V' (Jx� #5 DW�S x ( ° ------�, c� s" a. c. ��, _ 2'-0 (2)-#5's GQNT. HOR(Z. TOP & BOT. �5's x 3'-10 TRANSV. C� 24„ _ N (5)-#5's CONT. LONGiT. o I � � � PERIMETER DRAIN PER SOILS ENGINEER SCAI�E: 3/4" = 1'-0" ! `� \ --�-------- #5's VERT. � 16" 5" CONG. SLAB PER PLAN 8039'-a � T.O. SLAB 4 O d . d �-. d �. (5)-�5's ° d a CONT. LONGIT. 4" = 1'-p,> � � / '� T.a.w. _ �o�g'-o T.O.F. = 8Q35'-2 � �� J / V ST�EP � �� � � � , ' ,� � � /��v �� � � T.O. W. = 8053'- 0 � T.O.F. = 8038'-7 � / / / � / \ � . � ; _ n s,.�` ;�-' �� � �� � T.O.W. = 8068'-9 3f4 T.O.F. = 8t339'-� PERMARIENT SOIL NAILED RETAINING WALL BY OTNERS INDICATED THUS: � l �,�� =f ° �; �'"`a,l.'� � 4 .� ,+`�° �� � ���,,� :�$ �� ara il `,i �.,;�, • . • • � } a� � Q c� � g � � `� o a � ¢ oa�oo a� � H N U t7� C� � o Q r� r� � ����� � w,�.,,-., � �t-~o¢ •� cfl��r�� � cts �n � ...... � � .� � � �y oo rn � r� � r�} ,1� c,p o� r– � ¢ � � � � X C} d- d- U p � C5� O7 3 � ^^ �ax .� O—t�.Q � �>�� � � � � � � � � � � � � � � � � � � � � � � � � �, � � � � � � � designed by MPS drawn by M TN checked by issued PRELIM �4�4 C}6 PERMIT 06/QS 06 REV, � 08 f 23/(J6 REV.�2 03 2� a7 sheet 'E ' ° � ;,� _ �: : � �s � � •' i �► i • " " . " , , , . i � � 1. INTERIOR WOOD STUD BEARING WAL.LS ARE INDICATED QN PLAN TNUS: �� 2. POSTS BELQW ORIGINATING FROM Tf-115 �EVE� OR ABOVE ARE INDICATEa: � NON—CONTINUOUS POSTS FROM ABQVE ARE INDICATEQ: � SINGLE STUD 7RIMMERS THAT DO NOT REQUIRE BL4CKING BELOW ARE INDlCATEQ: p 3. ALL CQLUMNS ARE LABELLED AT THE TOP. 4. F�OOR SHEATHING IS 3/4" TONGUE AND GROOVE APA STURQIF�OOR, EXP.1, SPAN RATING 24 O.C. 5. {XXX'—XX") INDICATES TOP OF STEEL BEAM ELEVA710N. WOOD BEAMS, EXCEPT HEADERS, ARE F�USH WITH F�OOR JOISTS UNLESS NC}TED (DROPPED). 6. "Q" INDICATES CONNECTlQN TYPE — 1�EE. S1 FOF� SCHEDULE. 7. A�� FLOOR J01ST5 ARE 11 7f8" BCI 6000 QR LPI 300 @ 16" O.C., TYPICAL, UNLESS NOTED Q7NERtNISE. � 8Q48'-9 3/4 T.O. W. �� � � (2}—#5's GQNT. � _ d 8Q47'-6 T.O. OPEN(NG (VERIFY) � :� ! � � • ' ' 1—JOIST PER P�AN #5's � 16" O.C. VERT. (2)—#5 BARS ACROSS WiNDOW 4PENING. EXTEND BARS 2'-0 EITHER SIDE OF OPENING SCALE: 3I4" = 1'-0" ��� � � � � 1 � � • � � PLAN NOTES: 1. INTERIOR WOOL� STUD BEARING WALLS ARE INpICATED ON PLAN THUS: C.:� 2. POSTS BELOW ORIGINA7ING FROM THIS LEVEL OR ABOVE ARE INDIGATED: G; NON—CONTINUOUS PQSTS FROM ABQVE ARE INDICATED: � SINGLE STUD TRIMMERS THAT DO NQT REQUIRE BLOCKING BELOW ARE IhJDICATEQ: � 3. A�L COLUMNS ARE �ABELLEQ AT THE TOP. 4, FLOOR SHEATHING IS 3f4" TONGUE AND GROOVE APA STURDIF�40R, EXP.1, SPAN RATING 24 Q.C. 5. (XXX'—XX") I�JDICATES TC?P OF STEEL BEAM E�EVATION. WOQD BEAMS, EXCEPT HEADERS, ARE FLUSH WITN FL04R J(71STS UNLESS NOTED (DROPPEi�). 6. " Q" INDICATES C�NNECTION TYPE — REF. 51 FOR SCHEDULE. 7. ALL FLOOR JOISTS ARE 11 7/8" BC! 6000 OR �PI 30Q @ 16" O.C., T`YPICAL, UNLESS N4TED OTHERWISE. °�,, :� ti '.7 rl . ., _ �3 ��,.. �a" ' � � � ._ , �.. ;: °'`a .£� � €.'iJ�� i i x.» i.� .. . „ U Z (%} F— d I— J � (li Z O U � � � � � .� 47 � � � � iJ� � .� � � � .� � a� L3 � � � U � � �—+ � 0 ��. �' � �, � ��i � � .� �r � /"_„'`. � � designed by drawn by _ checked by issued � � .� N 'S � O '�t' �t c> a3 �? i—�,vrncn � I I O � p��r'� t(� � � � � � ��—�O�C ca�rr��.. cQ v� � ,..,.._. ���� �.c� co cr' `r' �t- �p I I rn a� x � �r- �- o v c� cs� � .-..-�. � J � � � � �� � * �� � � � > � � . ",� � � r. ij � '� a •• � " !"s !i �i ' %� ii �� '' �► • • ! sheet t�" ° )) , � ° �' �i ,� � �s CONT. FASTEP �EDGEF 16" 0.( 0 •� 2x1 � �: coN (�}- (9 ) LEDGERLOK SCREW C� 32" O.C., TYP. t� ROOF U.N.O. rv-rrr-��nn � �r n nrnc^ n nr. � � � � ' � � vniv �. ��vv4n . . � � � � � . 1 " --- ` �. LVL LEDGER P. ANCH's C� ' EMBEDMENT) )ISTS W/ JNDER VENEER SCALE, 1 /4" = 1'—C?" 1. INTERIQR WOQD STUD BEARING WALLS ARE INQlGATED ON PLAN THUS: 0 2. POSTS BELOW ORIGINATING FRC?M THIS �EVEL OR ABOVE ARE INDICATED: E� NON—CONTINUOUS PQSTS FROM ABQVE ARE INDiCATED: � SINGLE STUD TR1h�MERS THAT D� NOT REQUIRE BC.00KING BELOW ARE INQlCATED: p 3. ALL COLUMNS ARE LABELLED AT THE iQP. 4. FLOOR SHEATHING IS 3f4" TONGUE AND GROOVE APA STURQIFLOQR, EXP.1, SPAN RAiING 24 O.C. 5. (XXX'—XX") INQICATES TOP OF STEE� BEAM E�EVATlON. WQOD BEAMS, EXCEPT HEADERS, ARE FLUSH WITH FLOOR JQISTS UN�ESS NOTED (DROPPED}. 6. "O" INDICATES CONNECTION TYPE — RE�. S1 FOR SGHEDULE. 7. A�L FL�OR JOISTS ARE 11 7f8" 8C4 5000 4R LPI 300 C� 16" O.C., TYPICAL, UNLESS NOTED OTHERWISE. 8. RO�F SHEATHING IS 5/8" APA RATED SHEATHING, EXP.1, SPAN RATING 40f20. 9. ALL ROOF RAFTERS ARE. 2x�2's C�? 24", TYPICAL, UNLESS NOTED {7THERWISE. •- / / / / / � �/ f // � �/ � �/ � �/ ! // ' l� � �� � 1� � �� � �� � � � �, � � � �T � . � � � � � � � �� � � � SEE 4/S6 FOR RAFTER CONNE� � HIPSfVALLEY SNQWN ON PLA � � � �' 1 � ♦ P�AN NOTES: 1. POSTS BELOW ORIGINATING FROM THIS LEVEL OR ABOVE ARE INDICATED: � NON—CONTINUOUS POSTS FROM ABOVE ARE INDICATED: IBI SINGLE STUD TRIMMERS THAT DQ NOT REQUIRE BLOCKING BE�OW ARE INDICATED; p 2. AL� COLUMNS ARE LABE�LED AT THE TOP. 3. ROOF SHEATHING IS 5/8" APA RATED SNEATHING, EXP.1, SPAN RATING 40/20. sca�E; � /4» � � ,_a>7 4. " fl" INDICATES CONNECTION TYPE — REF. S1 FOR SCHEDU�E OR SEE SECTION 4fS6 FOR ADDITI4NA� CONNECTIONS. 5. ROOF BEAMS, EXGEPT NEADERS, ARE �LUSH FRAMED UNLESS NOTED AS (DROPPED). 6. ALL ROOF RAFTERS ARE: 2x12's C�? 24", TYPICAL, UNLES5 NOTED OTHERWISE. 7. '!/�`,�'� INDICATES ROOF QVERFRAME. OVERFRAME WITN RAFTERS TO MATCN SPACING OF ROOF BELOW, WITH 2x4 GRIPPLE POSTS TO RAFTER BELOW SPAGED 48" O.C. MAX ALONG EACN QVERFRAME MEMBER. � � -� _ � G� � • 2x12 STRUCTURAL. A�ClA, TYP. �ucTU�a�. 'YP. � C� 24", TYP. �`TER & �. . s',> =t . ,'.. ��� , � � z " y ``'s» . , < r ' r' U z � � Q i— J � � Z C) � � � � >:�;,'+���7 s '�� ..., �t_�`$-: � � .� N � • • • � � • � � L � a-.+ U � � � � 0 ��� r; � i � .� �� � designed �y drawn by _ checked by issued ltJ � � N d � `�'r �Od�- �c o�� F- c� (� Ci� a� o� �� Q�r�� ���rnrn � ��-�aQ tD��r�� ct> U� � .1..., � ��"�� ��rn �t op 1 I Cn C7� �Qd_r#' pUCnrn m ,-..--. Q =' i°� �c �>�:: � i� � � .. i� � � � � � .. �. . #. • " #s �i ii ` %� � 's i • • b .• sheet E�'/II �� �. ii ;� •� 2x6 STUQS C� 16" O.C. �� "_..,-.� �/2" � X� o" a.B.'s c� ��" a.c. IN CONT. TREATED 2x6 f� �39 - 0 T.O. SLAB � � f 2" SLOPE SLAB �...,� a �� L3 ° ° d �, 4 3'> �; �5 DWLS x in — @ 24" 0. C. ° 1 1 /2" � � •-- � q �4 �,� �„ �s � Qa 8035'-2 Q T.O.F. Q A. � � 4,> �„ 4„ �,`�a, � d t� o�� . _ REF. SPREAD — FOOTING SCHED. SHEET S2, FOR REINF. � . _ EQ. EQ. SCHED. WIDTN 2x6 STUDS (? 16" 4.C. Wf ---\ 1 f 2" �L��!�(D, OR USB . SHEATHING 1 j2" �b x 10" A. B,'s C� 48" {�. C. IN CONT. TREATED 2x6 f� UV7Gr— 11 T,O.W. _ • �� . . .. STONE VENEER -�'" PER ARCH. � CONT. � PER SCHEDULE SEE SHEET S2 2x6 STUDS C�? 16" O.C. W/ 1 f 2" PLYWD. OR QS8 SHEATHING 1/2" � x 10" A. B.'s C� 48" — O.C. IN C4NT. TREATED 2x6 �, �, �o�z'–a T. a. w. (8073'-6 C� SIM.) STONE VENEER --'` PER ARCH. '� CONT. L PER SCHEDULE SEE SHEET S2 UNGOMPACTED FI�L ON 4" LAYER QF CRUSHED GRAVE� ON SLAB - 3'-0 MAX. TQTAL DEPTH OVEi� METAL DECK ��� p PQUR STOP .�������������i\ � - 5" CONC. SLAB PER PLAN, TYP. CaNCRETE CURB ���'`����% BY OTHERS S�_ �Qp� SLAB ����f .� Q 8039'-6� �V. i. F.�� ° --� T.O.W. 'r" I •o. �LAB o�� �r.o. s�a� t�o�s'–� c� s��.) . e� e �� 8053'-Q ----------- ' ' " " --- 8" MIN. � � � d -� �\/\\J{\f�,� . ...�. �%�.�<������ . `: . . , �:. - .... 4,> 4„ 3'-0" MAX. a - (1)-#5 CONT. NOI�IZ. @ MIQ-HT. - — a 7 1 f 2" SLAB ON 1.5VLR18 COMPOSITE � d _#� QW�� X METAL DECK BY Q @ 24" O.C. � VULCRAFT OR I � a � APPROVED 6'� EQUIVALEN7 (7 1/2>, � � -(2)-�5's G4NT. H�RIZ, TOTA� DEPTH) REINF. ,.. TOP & BC7T. W/ �5's C�? 12" t�.C., ° EA. WAY -- -- �, [1 a 8" C4NC. WALL. REINF. Wf — �5's @ 16" EA. WAY W/ Q �/2" � X� a" a.g.'S � 48" o.c. – , IN CONT. TREATED 2x6 I� (2)-#5's CONT. NORIZ. TOP & BOT. #5 DWLS x ° C� 16" O.C. N 8Q39'-0 �'� (2)-#5's CONT. T.Q. SLAB HORIZ. TOP 8c 8039'-6 r{,� SLOPE SLAB T.O.W. "fT BOT. r a {5) �5's CONT. a �. a 2 3/4„ �ONGIT. �,��r �, a. #5's C�12" 0. C.. \\\� \\� \\� \\� .4 4°. a a A a '�y o TRANSV. a d , .Q 4 � .. 4 4. ' . ' a � -#5's VERT. C�7 16" Q.G � � ° ° �4x4X1 /4 w/ s/8"�bX7" ° ° ° . � _ EXP. ANCH's (� 16" O.C. 1'-11" �/}� 2'-1 1/2" TYP. (PROVIDE 6" EMDED. - lNTO CONC.} 4'-6" #5 DWL's � 8" O.C. x _� . � — — — — — — 8050'-0 INTO FDTN. WA�L. � T.O. PLYWD. � A�TERNATE HOOK ��-� ` . ° DIRECTION a a PROVIQE (2) 3/4"�x6" i.. -----�-- ------------- SGALE: 3/4" = 1'-�" HEADED STUDS C�7 EA. ,,,»-�' c SC�IL �JAIL, CENTERED IN 1NALL � a PERMANENT SOIi�-NAILED 8 MULTIPLE 2x6 �R 2x4 COLUMN- F�ETAINING WA�L ° REF. l�l.ARI BY OTHERS � 16d DRIVE PINS C�7 16" (�.C. PROVIDE MIN. 4 � IN CONT, TREATED 2x6 R {)��-----�-.._ :::� . SDIL NAILS -- a (iF HEATED SLAB GLUE ALIGNED VERT. d P TO C(�NCRETE) W/ WALL � 8039'-6 T.O. S�AB � 9' � �Q {8039'-1 C�? SIM.) � . �ff�.��������rr��: o SQ38'-7 ° . . ,�� r� r��r, � ,���.�� � � T. 0. F. . . d ° ° . ��%'°� , . . . � ° e � J c� � SCALE: 3 f 4" _ �'-�" °.�� . I-JOIST BLKG. PANELS t� 24" IN FIRST JC?IST �„ �„ SPACE Wj (5}-8d NAILS INTO EA. PANEL, TYP. �. �, 1 1 f 2" GYPCRETE, TYP. � 1! .� � __._ 8070'-0 T.O. P�YWD. a: a d PERIMETER DRA{N PER SQI�S ENGINE #5's CC}NT. LONGlT. @ � z", Top � ea-r. � S5 4! p � 1'-8„ 8>, 4'- 0" _ `�-- LEdGER PER PLAN, TYP. #5's CONT. HORIZ. C� 8" O.C. #5 DWLS x ( �? @ 6" O.C. �� �_ �(2)-#5's CONT. HORiZ. TOP & BOT. 5" CONC. SLAB PER PLAN #5's (� 12" O.C, TRANSV. TOP & SOT. 8039'-0 ° 4 T.O. SLAB � �, � (8039'-6 @ SIM.) ' �'o 4 d fi i�r �i% o �OO� � � a � . s� �/`��/,��/\fi " � � �r��i � 1'-8" � �} SCALE: 3/4" = 1'-0" UNCOMPACTED FILL ON STONE VENEER CpNT. L PER SCHEDULE 4" LAYER OF CRUSHED PER ARCH. SEE SHEET S2 GRAVEL ON SLAB - � i��ri���e���%% > >, .....�,�.��. 3'-0 MAX. TOTA� DEPTH ���%�%i%� #5 s VERT. Q 16 O.C. �.,a,���yf� � . OVER META� DECK �� � �S�QPE SLAB `���%�. �� CONT. L4x4x1 f4- w f POUR STOP --- V.I.F. 5f8"bx7" EXP. ANCN's C1 T.O. SLAB e�� a 16" Q.C. TYP. (PROVIDE 6" CONCRETE CURB e ." 4 . �. . ° EMDED. tNTO CONC.) BY OTHERS - - - - -= - - - - - ° �-- 1 1 /2" LTWT. CONC, TYP. Q 8„ M I N. �.L .� � — 8060 -0 � �f/��,\��\ :. :, , .. T.O. PLYWD. . a Q �B TYP. 4» 4;, 3'-0" MAX. � � 7 1 /2" SLAB ON ° 11 7 j8" I-JOISTS PER PLAN 1.5VLR18 COMPOSITE � CONT. TREATED 2x12 Wf METAL DECK BY VOID SPACE Q � (2)-16d DRIVE PINS @ 16" O.G �ULCRAFT �R NpT TO BE ° APPROVED BACKFI�LED ��_,.__.----�--�---- SEE 7/S5 Ft?R ADDITIONAL EQUIVALENT (7 1 j2" HIGHER THAN � WAL� INFORMATION TOTAL DEPTH) REINF. �H��rN �, � W/ #5's @ 12" O.C., cr� n i�- -� /n_" - �'_. n" EA. WAY ° ��— LEDGER PER P�AN TYP �� �� . d a a Q, � � a�t 2x6 STUDS @ 16" �_G. W/ --� 1 /2" PLYWD. OR OSB SHEATHING 1/2" �b x 10" A.B.'s Ca? 48" O.C. iN CONT. TREATED 2x6 f� 8051'-0 T.O. W. ¢� 4 al � a 4 Q a h a 5" CONC. SLAB PER PLAN, TYP. �5 DWLS x �n C� 16" O.C. 3" � � �2 � 8039'-6 ,ti. T 0. SLAB T' ° T. 0. W. s ,��, . 4 '�l��/��%/��1��� > d r r i.i. 8038 -6 Q ri�i. T.O. SLAB C� �i�� E�EVATOR PIT ' �d� 4 VIJ�U'—'� T. 0. F. 4„ �» 4„ �5 D WLS x ° 1,_4„ C�} 16" O.C. � �„ SCALE: 3/4" = 1'-0" I-JflIST SLKG. PANE�S Q 24" IN FIRST JOIST SPACE W/ {5)-8d NAI�S INTC} EA. PANEL, 7YP. � 1 1/2" LTNJT. C4N G., TYP. �--- — — — 8054'-0 T.O. PLYWD. 11 7/8" I-JC7ISTS PER PLAN CONT. TREATED 2x12 Wf (2}-16d DRIVE PINS C�? 16" O.C. STONE VENEER ----'" PER ARCH. ��i��i����%�� � �d ��i�%i�v��,�: ����}�%�ii 4 4 ' ��i 5's CQNT, HORIZ. O 12" O.C. CONT. � PER SCHEDULE # SEE SHEET S2 #5 DWLS x �°— � �5's VERT. � 16" O.C. 8" 0. C. � ,.� L_ Q 1'-2 d. (2)-#5's CQNT. NORIZ. Q TOP & BtJT. ° #5's C�7 16° O.C. TRANSV. 5" CONC. SLAB PER PLAN Q 8039'-6 T.O. SLAB � 8039'-1 N a a a o �.V.i. o o �Q' . O . , �tl '� ' ..q.-' h �� � a' Q d . , Q . � ��Q O �,�� ��d 4 Q� d� Q Q�Q \/�j`�//�!�/\�/� �: °4 : ° , `��'`�� .�� {5)-�5's C�NT. LONGIT. o �. , d.. . , 6: - �f�`�: �� PERlMETER DRAIN PER �x_`�" }, �,-Q„ � SOILS ENGINEER � � � 3'-0" i� �-- I-J�ISTS PER PLA�J, TYP. � � .— ____ — �o�a'–a � " T.O. PLYWD. {�B TYP. �----_ _ LEDGER PER PLAN _ �1 1 f 2" LTWT. CONC., TYP. __._. ____. __ 8070'-Q � T.4. PLYWD. � B� TYP. f-JOiSTS PER PLAN, TYP. SCALE: 3/4" = 1'-0" ° ._---.- #5's CONT. HORlZ. t� 16" O.C. ����� ��.��i�i� ��.r��i�:�i�>>��� . a PERM AN EN T ��!�yfy�ir.,��! ��i�ry�,�y�i SOIL-NAILED . y��!�✓ ��,�,��% .a �5 DWLS x `° RETAINING WA�L ;:.��`� z `%fi . Q 48" O.C. � BY OTNERS � � d ' � 1'-6 (2}-#5 s CONT. HORIZ. � k � �" CONC. S�AB PER PLAN TOP & BOT. a #5's C�? 24" O.C. TRANSV. (8039'-6 Q SIM.} 8039'-p � (8Q39'-1 C� SIM.) a� 4 a T.O. SLAB 8038'-7 ° a a T.O. F. d , Q d � a � , .. � 0 4. � 4 _ b / /Jtif /�i " d � �i� r��i� �� f o �irr PERIMETER DRAIN PER SOILS ENGINEER (3)-�5's CONT. �ONGIT. � �������'�� � d �, . ����� i a a �r��i � J 1'-8>, �„ �,�g„ v 4'-0" � SCRLE: 3/4" = 1'-0" 2x6 STUDS @ 16" O.C. W/ 1 /2" PLYWD. 4R OSB SNEATHING 1/2" 4� x 10" A.B.'s C�? 48" - O.C. IN C4NT, TREATED 2x6 R. NUTS MUST BE COUNTERSUNK INTO � UNDER STL. BM. _�_8048_'__-9 3� � T.O. W. STONE VE�IEER ''��!��'�� � \ � PER ARGN. ��% CONT. L PER SCHEDULE --� SEE SHEET S2 sca�E: 3/4„ _ �'_o" BM. PER P�AN 1 1/2" LTWT. CONG., TYP. � � .� — - 8050'-0 T.O. PLYWD. `�f 1- 11 7J8" 1-J41STS PER PLAN !-JOIST BLKG. PANELS C� a 24" IN FiRST JOIST SPACE W/ (5)-8d NAIL5 1NT0 EA. PANEL, TYP. <4" 4" a� ° #5'S CONT. Fi��,'IZ, Q 16" D.C. #5 DWLS x`�' ° #5's VERT. C� 16" O.C. c� � �" o. c. � 10" ° {2)-�5's CONT. HORIZ. g��� -� ,�-- TOP & BOT. T.O. SLAB d #5's C�} 16" O.C. TRAI�SV. Q° �" CQNC. SLAB PER PLAN SLOPE SLAB d �� N d ° Q . � . T, O. F. o � � : • Q ' ~ � o ` �°'�° ' � � 4 d �. Q � \%�%�f/��� �• e.a 4 0 4 A` �� \, i, ° a ; � .: {5)-#5 s CQNT. LONGIT. r� . PERIMETER DRAIN PER 1'-4" 8" 8" � SOILS ENGINEER 2'-8" � � SGALE: 3/4" = 1'-0" � � . . � � � w � . � ;� �2)-#��S �� TOP & BOT UST PER PLAN MPSON CPS7 }-�5 BAR x 1'-6 � �� �» �ATTERED �T{�(JE VENEER `ER ARCH. 4}-�5's UERT, � –�. c� ca�vc. ��E� � z � (4)-#5 DWLS x � 6" � 2'-0 (2)-#3 TIES x ° N ; SCHED. FOR REINF. SCALE: 3/4„ - 1,_�>, 2x4 OR 2x6 STUD BRG. WALL CONT. TREATED 2x6 {� Wf 16d DRIVE PINS C�7 16 O.C. (IF HEATED SLA@, GLUE f� TO CQNGRETE) z'–a �4 DW�S x a�-a---.•--..-..-� Q 24" 0. C. N (8039'-6 C�7 SIM.} � Ut,./��x_'� �f T.O. SLAB i� 8038'-4 T.O. W. (8038'-10 C� SIM.) ,� 8035'-2 � T.Q.F. � PERIMETER DRAIN PER SOILS ENGINEER � a Q a A 4" 4" ° ,--� d ,,, QQ 4 d � 4„ �,� �„ 1'-q.,, SCALE: 3/4„ = 1,-0„ 5" CQNC. SLAB PER PLAN (N4T S�.OPEI? C� SIM.} SLOPE SLAB 4 - ,� � � ... a � � �� � o %�i\�� (1)-�4 GC3NT, HORIZ. �,--- {1 }-�5 CQNT. HORIZ. @ MID-HT. �,,,--- �� �wC..s X�;►� ��'–� o c� si�.} C� 48 0. C. � �» ---- (�)–#�'s car��r. �oe�iz. T4P 8c BQT. SCAL.E: 3/4„ = 1,-0„ �� �` , ', � t �.� ���'. d > '_ ��t � � . � , Z (!l H Q H J � � U � � � � � � � Q � � � � ,.�� °° o d�- � ¢ o 00 �o � !— N � G� O� � �� �� � �.n Q zr,� ����rn w �,-. � � t° � � Q �� ����� � co u� � ..�t.. N � .� � � �COd'1r�.. f`� � � � � � c.o rn �-- L �- � I I � �rn �, x�,�-�- U ��rn� .y_J �i � Q Q u� fi > � ..�-� c� � � � � � � � � � � � � � � � � � � � � � � ., � � � � � � � designed by MPS drawn by MTN checked by issued PRELIM iJ4%24/06 �E�MiT o�/o�/a� REV. � 08 f 23 f 06 �EV. a a3 26�0� sheet 4 _. , — , �j o � i : ; � � �► 2x6 STUDS C� 16" O.C. --�°��»..,,,a� W f 1%2" PLYWD. OR OSB SHEATHING 3 f 4" T8cG STURDIFLOOR PER PLAN 1 1 f2" �TWT. CQNC., TYP. =� �, �aso'—a T.O. PLYWD. ���� (3)-1 3/4x11 7f8 LV�-1 (2)-1 f2"�x6" LAGS INTO POST � END OF BM. � 2x6 STUDS t� 16" O.C. � �/�" � X� o" a.g.'S c� ��" a.c. IhJ CONi. TREATED 2x6 (� go�g'—a T.O. S�AB � 8 q � +� a���� �u �� 1 1/2" LTWT. CONC., TYP�-==� ^ �SEE PLAN FOR HANGER SEE PLAN ,�. T.O. PLYWD. 8059'-9 3 4 T.�. STL. STL. BM. PER PLAN W/— CONT. 2x R QRIVE-PINNED ��•-�---- PA�K WEB SOLID FQR FACE TO TOP F�ANGE MOi1NT HANGER. FASTEN BLKG. {DEEP BEAM GO SIM.) W/ (2}-3/4"k THRU-BOLTS EA. �� SIDE OF HANGER S6 W10x26 W/ 2x NAI�ER D�IVE-PINNED TO FLANGE Wf 16d NAILS C� 16" 1" DECKING PER ARCH. O.C., TQP ,_, ,.. . . � � . , „ . � � » 8 x 16 '�",.,•�. � �� � 3„ NOTCH POST FOR 8x� 6 5" C��lG. SLAB PER PLAN, TYP. 8039'-6� T. Q. W. �' T.O, SLAB � a � � ~-^..�``'�---- �5 D WLS x � 14 C�? 24" O.C. � S6 <� d �n a � L 7x4x1 f 2xQ'-5 1 f 2 W/ (2)-#5's CONT. HORIZ, (2)-3/4"� THRU-BOLTS C� �,� �>, �t� TQP � �aT• SHORT �EG & {4}-7f8"b THRU-B�LTS EA. �ONG LEG. 1, _ 4>, � 3„ � � f4„ SCALE: 3f4" _ �'-O" 11 7/8" I-JOISTS PER PLAN SCALE: 3/4" = 1'-0" �G TYP. � JOISTS PER PLAN (2)-3/4"�b THRU-BOL7S � 12x12 POST GONC. WAL� L 7x4x3%8 LLV (2}-3/4"� SIMPSON 3j4" T&G STURDIFLOOR WEDGE ALL EXP. `� ANCN's, PROVIDE 6 1 1 f2" LTWT. CONC., TYP. � 3/4" EMBED. INTO CONC., CENTER BC?LTS 2x NAILER DRIVE-PINNEQ � ON WAL� T� FLANGE C 16" O.C. ;.� � ._�. ___. — — 8050'-0 T.O. PLYWD� 8Q49'-9 3 4 {2)-3/4"� T.O. STL, THRU-BOLTS, (1) EA. SIDE 8i}48'-9 3 4 o� w�� II iI T.o.W. �� �� ca��. 1 /2"xBM. WIQTHxO'-6 BRG. � ON 1" MIN. SHIM & GROUT 1/4" WEB STIFFENERS (1 } EA. SIDE OF WEB W10x30 TREATED Sl�L R Wf 1/2"�x10" A.B.'s t� 4'-0 3 f 4" TBcG STURDiFLO�R PER 1 1/2" LTWT. Gt�NC., TYP. --� ,� 8050'-0 �' T.O. PLYWD. W14x34 Wf 2x NAILER DRIVL ,.,.,.�� TC? FLANGE W/ 16d NAILS C� 16" O.G., 1'OP & BOT. CC?PE F�Af�GES FOR CONNECTlON SCALE: 3/4" = 1'-(J'= 2x6 STUDS C�} 16" O.C, ----°� w/ � /2" ��..Yw�. o� ose �`'`�-�. SHEATHING 3/4" T&G STURDIFLOOR PER P�AN 1 1 j2" �TWT. CONC„ TYP. A�� _._._ 8Q50'-0 T.Q. PLYWD. �P, TYP. 1-JdISTS PER P�AtJ —' PACK WEB SO�ID �OR HANGERS, FASTEN BLKG. W/ (2} 3J�"� THRU-BOLTS C� 2'-t? O.C. 8049'-9 3i4,�. T.O. ST�. '�.r W10x30 (CANT.} SGALE. 3f4" = 1'-0" :�.. . . .� i '� a. ,— 7- — �- TYP. O O O O � O O O 4 �„ � 1" DECKING PER ARCN. .I, 8059'-10 3/8 T.O. DECKING W14x34 W/ 2x NAILER DRIVE-PINNED TO FLANGE W/ 16d NAILS C� 1�" Q.C., T�P & BOT. SCALE: 3 f 4" = 1'-C?" E'.}�I[, SCALE: 3/4" = 1'-0" .�---- 2x6 STUDS C� 16" O.C. W/ 1/2" PLYWD. OR 4SB SHEATHING �3 f 4" T&G STllRDIF�OOR PER PLAN �1 1/2" LTWT. CON C. , TYP. ___ � — 8060'-Q T.O. P�YWD. 8059'-9�� T.O. STL. �-1 /4" WEB STIFFENERS EA. SIDE OF WEB � W10x49 2x6 POST PER PLAN SCAL�: 3/4" = 1'-�" ==�j-7--ll----- ]--R----- ��� 5» 2x NAILER DRIVE-PINNED C� 16" O.C., TYP. 1/4" WEB STIFFENERS EA. SIDE OF WEB (2)-3f4"b THRU-BOLTS .._. � � — ___.._ � � ____ w 8Q60'-C7 T.O. PLYWD. � �„ 8059'-9 3 4 T.O. STL. 0 {3)-1 3 f 4x11 7/8 LV� BM. NOTCH �VL BM. TQ FIT — SNUG�Y BTWN. FLANGES ,�, 8059'-9 3/4 T. �?. STL. 8058'-9 7 8 T.O. STL. , / 2x NAILER ---� _---°- W12x26 ---'"°� , z � � (2)-3 f 4"� �AGS —� W10x26 SCALE: 3/4" = 1'-0" �--- 2x6 STUDS C� 16" O.C. WJ 1%2" P�YWD. OR OSB SHEATHING �3/4" T8cG STURDIFLOQR PER PLAN �1 1/2" LTWT. CONC.> TYP. — .— — 8Q60'-Q ___ _________ T.O. PLYWD. 2x NAILER DRIVE-PINNED C�? 16" 4.C.> TYP. � W10x26 (2}-3/4"� THRU-BOLTS, (1) EA. SIDE OF WEB NOTCH POST FOR W12x26 12x12 POST SCALE: 3f4" = 1'-Q" � STL. BM. PER PLAN (2)-1 f2" b x C" LA+ BUILT-UP STUD COL. PER PLAN Y� 1 1/2" LTWT. CaNC�, TYP. �SEE PLAN TL. a B� TYP. '_` o W8x15 � LVL BEAM PER PLAN ;� ,r, 8070'-3 1 /8 T.O. ST�. � � . . . , 4" = 1'-0„ 8060'-0 T.O. PLYWD. 11 7/8" R-JOISTS PER PLAN SCALE: 3/4" = 1'-�" PACK WEB SOLID FOR FACE MQUNT HANGERS. FASTEN BLI�G. W/ (2)-3f4"� THRU-BOLTS EA. SIDE OF HANGER 1 1 f2" LTWT. CONC., TYP. � ____ � 807Q'-0 T.O. PLYWQ. (1)-1 3/4x11 7/8 LVL BM. SCALE: 3f4" = 1'-0" ' � � = (3)-16d NAI�S INTO EA. LOOKOUT, TYP. � . EQ. 2x12 STRUCTURAL SUB-FASCIA, TYP. 2x12 LOOKOUTS C�J 24" O.C., TYP. 2x6 STUDS C�7 16" W/ 1 /2" PLYWD. OR OSB SHEATHlNG 2x12 RAFTERS PER PLAN 2x10 BLKG. B1 RAFTERS C�7 BF 2x6 STUDS C� 1 /2" PLYWD. t SHEATHING SCALE: 3/4" = 1'-�" -SOLID B�KG. BTWN. LOQKOUTS Q BRG., TYP. EQ. , �A TYP. � 2x12 RAFTERS PER PLAN SCALE: 3/4" = 1'-0" CONT. 2x12 STRUCTURAL SUB-FASCiA, SEE PLAN {3}-16d NAl�S Q EA. RAFI'ER, TYP. SCALE: 3/4" = 1'-0" RAFTERS HEADER SM.-o �� � � A /r r , w � � � � _, � � � L � � � RlDGE BM. - VAL�EY BM. VALLEY BM.--� � (HIP BM. SIM.) {HIP BM. SIM.} O L � � �as 16d NAILING SCNEDULE (.162" D x 3 1/2" HAND-DRIVEN) MAX. � 1� �2. 3�} �'-0 (3}-16d (2�-16d EA. SIDE (2}-16d EA. MEMBER 6'-0 (4}-16d {3}-16d EA, S1DE (4�-16d EA. MEMBER 8'-0 (6}-16d {4}-16d EA. SIDE (8}-16d EA. MEMBER 10'-0 SIMPSON �SSU210 SIMPSON �SSU210 (12}-16d EA. MEMBER 12'-0 SIMPSON �SSU21 Q SIMPSON LSSU210 (2)-3/4,>�6 THRU-BQLiS GUN NAILING SGNEDU�E {.131" � x 3" GUN-NAILS) MAX. L 1� {�2 {�3 4'-0 (4)-NAILS (3)-NA1�5 EA. SIC?E (3)-NAILS EA, MEMI3ER 6'-0 (6)-hIAILS (4)-hlAlLS EA. SIDE (6}--NAI�S EA. MEMBER 8'-0 (8)-NAILS (5}-NA{LS EA. SIdE (11)-NAILS EA. MEMBER 10}-0 SfMPSON i.SSU210 SIMPSCJN I�SSU210 (2)_3�4.,'�b THRU-BOLTS 12'-0 SIMF'SON LSSU210 SiMPSON LSSU210 (2}-3 j4"t� THRU-BOLTS SCALE: 3%4>, - 1,-Q,> ,�, �SEE PLAN -Y T.Q. STL.� � � 1 1j2" TYP. WIDE FLANGE BM. � i PER PLAN I I BRG. �': 1/2"x�M. W1DTM � x0'-7" W/ {2}- 3 j4"� ( THRU-BOLTS, (1}-EA. MSS COL. ►) � SIDE C?F WEB. PER PLAN � � � i SCALE. 3/4„ = 1,_a„ NC?7E: WQC}D �f�AMft�G NOT SH(JW�1 FOR CLARITY CC�NT. 2x TOP � DRI' PINNED TO SM. � 1 r� SEE P�AN �Y� T.O. �TL. � 1 1/2" LTWT. CON�., TYP. � ..____ ___.. �_ �.� ,� �asa —o �T.O. P�.YWD. � 80�9'-9 3 4 Y.O. STL. BM. 8058'-9 7 8 T.O. STL. BM. W1Qx26 {2)-3/4"� TNRU-BOLTS,--- STAGGERED � n I� (� SEE PL.AN FOR BEAM SIZES, TYP, �OF'E F�ANGES FC?R GONNECTIOf�. SCALE: 3/4" = 1'-0" 1 /4" WEB STIFFENERS EA. SIDE OF WEB �� 0 0 II �� �� W12x26 2x NAI�ER QRIVE-PINNED Ca7 16" O.C., TYP. �CALE: 3f4„ = 1,-�>, � �� � "1 ,, � -� K `r '� � � s� � ������ ��w ��� �f`�i� �' �� ' r#` � z U? f- Q i'- � � a � � � � � � � �' � rv .� � � c°o� � Q oaoo� � ��'��� I � � � �p �� � ���rn� w,..,,..-,, � ����¢ '� cU�_�1.� � CD (/7 J ..iei � � .� � N �4 r��� � ��rn� � �t- ap I 1 � Xo�� � a��� � m �-�,,,� L _; a x .�, C7 — 1� {L t� n: > °�' �.�-�-..� � � � � � � � � � � � � � � � � � � � � � � � r� b-�� F--�4 � � � � � designed by MPS drawn by M TN checked by issued PRE�IM 04/24/�6 �ERMIT 06 0�3 06 REV.Q ag�/2� a� �EV.� a3 2� o� sheet E ' ° �`�� (�� ! : ,l, • � s �au�a�� wa��.s TQ MATGH EXISTING BOU�OERS RE. STRUGTURAL NOTE: �OTTOM OF Rf ELEVATIQNS REFER TC7 THE BQTTOM QF STRU� � .�'" .�'`' RETAINING WALL 1 RE7,4lNfNG WAL� 2 RETAINiNG WA�k� � 'i * � � . • +� � �r - � . AINING WALL 'INISHED GRADE, NOT 11RE BEL�W GRADE. `,,. �`a, e° . BEi.OW W�tLL 1.7.1 S�OPE STABfLIZATf4N �REQ'D � � � � � ,� � �s. � � RETAINING WALL. 7 AINING WA�L 8 RE �I�1 NG WAL� 9 e� avz�. �� � � ��� `. i / ��'`�-�-... �,.. . ..i., ' A ' � • i i' � . ; �cz�.7� vc2�.�c -- -' �,w�u.t� � ?�� r�st �, �-- *�v.�`'^`" ��,u ,.z7 � �a.� � � ' .� -'�- / � v ' • ` ��:��.�� . -----° .w ���*r `' „�.,.. .----°" .�.. ��35.27 �",r . .,.�`d7 �3 �-' -------'- E Vti= . .._. ,� ' �.-' .,�...,a-----"°'"" �„° ""° TL`�.` / -------°° � ._ ... ��37.C� -� ,�. `� "� .,.-, _ _ �_ - , � .-°'' s�3�.�. �. _ ,�,,- °°. __'� ���.ss � ;� ' ��'" �.,,.� -�-- �,,, �' � �... -- �e � � e° � --°' �, � �` "~LL , -. �o�.z? � ---- ___.�. __--- M� -- � '�"°� „� v...,�� � � .°�Ssa a � � �,'`' �",r ��� ��.�� ;; °. , � • , -'' �� � � \ U? ��{�.z� -,.„ "'� ,--_ ,--� rv� �eou�.a�� waLC s ,.. �. N a��.�� ��-- °� -- �-� --- `� r�� . .�-- ---°� �,�`" �-° / ��se.�� � �, �--' � � .� �,.' --- `:�~-=--_ ��:s�.�� -- -..- ~°� � ^ �/� F � .. !.��% s�....-' s.✓^` . "' �: _,��- � �, � � _-- - ,��. � � � } � �� ___- � .�-�- � / � �� � � � '. .�,s ., .- ���(�;.,.°" .. ..�-""` �. .�-- Pf ,iz.s� � r / ..,..� . � ..�;'36.7� � � � .. '°°' � �.. €= � � F,;� r ^,- � �� � �-°, r ,t`I 1 1 � � �a.�� � � r°' � `_� ��. � / �„�_ � �T' �,.,.. �/ �' `�-`"`�_:...1,` �---- r� °°�� ---�°" 1 // `-- �- / �--~ ° �--- ..--° ° � �.. / ° --�- �, � � --°° .�.-- �,.� � tl 7I `.�r �. ��.�.�� .�-° �- � � j ff x��� �� �� , � �--° � � --. � � �.�� I f�> � ����� � � � I/ /� � f r'' -�' 1 ---�'' ,�----' °' ���� � ? �� I!/ �I ! _ _ _-°` ��~ � ..--' .� � � °''_ ,r'` ��. j� �° �. �� ,- f.l� � -- � � � -° .� �-- �� r.- � r,� `� ���<1 ur� •�",� � � �- .- � r..- �— �=';, ' rr` l � . _.e..�- � r ,--.� ..� �'' � �.. � .i.r _ -- —°" .- �� � I/ r''.,�'�A '�" `�-.l �f �e,>s.€sq ��� � .--- aca�_cc� �.�^`� �.�^' `�d� .,✓... :F �� % � /�i'� � �t"' � '..`t'�,-'^° £' :RF „� �,.., ` � .�-"" �r 6 � , { . � . . � �! ` �o .. .�r l ���.�� � '� ._. � ��� ✓'� 1 y�%''' �� � � � `' � ...-- '�� �--° f f.- �- �� ,' �° .�-° , /� � �.---- �..-- r" �.^ac.�r> �a�t�.�r J� /{.�°�3 f� P--" -°" � °. ? � ,5 °� � "� �c �p �p i� V� '�-- BOULDER WALL 5 � .-i �,�' �.-.. // . � ---- `� FL'OW LIC��°' � ,�.,� � �.-,.. jj -�-" � --°' r .� � � � ` l`� ..rr ~�- � l� � _--- `� � �.--' �--f' si � "' `r-w--° `� sn7o sr s---~" .,..-- � � ,�� BC3ULDER WAL� 6 t, r•� . �°` '`� -rv�'" �� c� � r7,� �a .�'/ , `� � `--��„ �?��� �-'' � " ; �' .,,`/' � ----°"' r�,s � � ` �t� ��.a, rr r . ,�- '''' o�.a'° :---°' r-� � r \� BOULDER WA�L.�7 � �. � �-��� ���&� �� � �''��� r° �-- 4 F �T.�'. ; r �- ,,,.- e _ „_; /�.- � � , �� ae�,.�; �,,, �.�, �- �,. ^ °-`° uoz� l °` 1---~' �t � �,�,. --° � ,.E .s �.. . ' � � . s� .. : �,, i``Fd �,"'° �.^ // � � � E�a7.� 9 � �„M-- / � � ,<� \ �''.f l,.� J.. " �` °`",. ^',- "n ' ` ,._ f,,,- �..-- ---°" � � ���� � ` t ii '� � • p�,P�'�' � � � � ,�,.-- y--° � t.: '.,- �,, . ` -- ��1 � . , ar � ��'cG � ����4 �<; f,,.: � .�..--� J�. -=� . � � � l� ���1 Q' � �fa.�` � all"C�-I �,.-- ``l ..--' �' k " T` HIGH PC�It�F�' � °' l� a Q��.� f � � �s�� - _ --'"� ° � .�_-- � � ��59.7: "' "'��` FG7t.�3J —` ' ��� �. � .� ��`° ,°`' ..---�° ��i � sc,��.�^ ''� / .�°�„"�y� ��1 �, �cs�.�� � . � �,,�-- .,,,-�` �— _s �r ,,-�„ � �...-A �'',.� s.�;,s.�� a� s�.�sr _,---` ,,/' '�""� � " /r �-� e�^, ��--' ,,� , s;��.fir °arry:s:� �,.--` ��.. . �s,� �,,r-�-�- �,�f;� �,. �....� � �.. .�--�' -�-�---- " I ,�-�°' °°��,,s -r'� ' �- ''r ..�-- �� � - / '`� '�''�.�-�.12 "r'' �- r �.- - �,�., .-.--.- ,�'� /`° ---�_ ���`� ,,'' f � / / / ,,-° ��, -°'- �- 'J- ,-~ ,�-- �,,s ,,,.- �' � � ° �� .. ° �l �,,, ,/ �.-' / �„/ �,f- ,�--° ��- ��,; � . �w �.� ' .�'"� --°" �°'� � �'� �f.��.�� ° �--�' R�JNIING WA��;(.-•'6 ,-'` ..---r �.r -�� � / �-'hr ,--' � �,. ,� � � � ,,r � a-�' � ,, ° % �� � � � � � � � � � � � � � � ��' ./ s ' .,� ayf�.�e ''`� � I�ETAININ-U' WA�L 5 °' '"`,-� -s`-- .i --p°l �' ,-,' �`'' r' .: -�' r-°, ` �,.�- .--' ��,, '°� / �.�- � �� ;�' r.� , � � ,�- �, � �' ,,- �, °� ��,,. 'Uc��.,4, �,,,�' r' % �,��t� / �-Y `�-- '� / --'` � -'' ,r �,-- I �' f� ,,` �,° � �,` �r / ° �; �-..�.. ,�,. ,�'� �,,.. ..-°Y �° ` -� ,-�''f -�� ' r% ��;��±�' �' --_-`. f`' /- � �„ � r.- �,-°' r° � �,/'� �,,/' e' � �t''tr,�'"�" � / f /' � �..,^' � � ^s � r/ JY� 'r.- �,,1 r%� � '�,,..,. o'`� f ' . ` -°' ` `/� �-"" ,/ ' ---° / .--,° ,/ --'`' r° ,� ''� ,-'' --''` --°` � � ,r'` � r°f % °� r'� /� / ,,/f � '°J� �-`f � s � � / �� �` .,-'`' � . -�`" � � � �, � - �E�i rr�c wa,�� 4 � ,.--- � � � ,�- � �,- �,, Pr�.- ,,,-~- f,.- � �,,, � �y .-' �., � �....- ► � , f,--'` --' � '� `� `f ,,-�' � J,r-~ �'`�-,,. �,•r' � `-°' -''`� `~' r` ld� ,-"` '`` r�-^-' `� 1- . . „" �,.r' ,-�'' �, -/' r'" � r''� ,,'`` ' ��, f �' ,--'` / / �-' �� � ��.. ,- ff,.,- ..-'` � �-` ,,'` ,✓'' s'�" .� ` �t--� .--'°` �,, � ,� � °° �~ r° � --°`` �� ,-°` `'� / .'' ,/ � ,,�~' /' � ,-°' / ',,� % �` ,/, ,--�' / �, �- � �,, g, `�, � �--`- � �, � �, � ` �- ,r°' � J,,,� � /' � ,-`' �,. ,�'� .--'�` e' � �.-s ' ,A`r �� � ''�'" �, Ff `° .,/' r.,•f /" ° " ,r�` .,m" !r �"�w �!'' �. � �,,� �,✓° ,,� � � ``r� a,r � r � f�,, '`�� �,, ``'� r` l-,. `� �,' � / / �,, -'� /' ; ',' �,. ��,,, �,-°` �� � �,�- �,, �,. f,,�, ,. .�- � ��,,. � ��-° �,�- ' �� r ,�' � / ,o' .�--° r` ,o' / �,,. �-- �-.- �' �. -'' ,- �- �� � �'� � ..---- ,-`' f�-- .� ,-� � :�` � �'`� --' � .�- ``� ,�" ,� �-- ° ,-,- ,--°� ,,-- �-;. � � � .r--� ..--�' ,-�- .---� ;,' �.�~ �,,.-- � / ,- ,/ � j,,f P�- °' �, '� � �,,. � .�°' ``-�,,,-- � �,, -' � �-° ,--- �.-- `' ,.,-- � i � o f' .,-°° ,-� � .�--° -�--° �.--- ,,% p+ �,,,t ,,--� �,, r' � �,,- �,,.,.. '° ���,� � : °� � ..--� 1e` ,�° � •--�° ,.--�' � -`�' �,., �+' f,. �,s- �,,. ,.-�' � / f,- �,,,- �,s- J, ��;- � .�--°+ / � r '--°'° ..-- f `� � ,r � ,/ ,.: -�' �(�� f� /' ''� ,� � � �` f s'' � r' � /' f � i` f €�'� ��'' � _ _ � r � � { � ,,,� / ,�` ,� .�°"` �'' �°`� -``� .r`- �" / -°" -°' . -' E �,s� � �,- �,, / /` ,� � �,•, �,,,�,' �.,-° r-'' �-° �,�,- � � ",,�` ,,.--' / %,� `.�'� ,/ �, ",�" � / `�' ''o ``�� � /, `,- �, �,�' � .�`� �, ,�--�' -°" .-°d � / �✓ f{ , ,�'' f,�°" /' �,,- � ` � �, � f,�- � �,.A-° �,.',- �,,, — -a�------ f �' ,/ '� ,, f ' r'' ./ o° , � v � � � � v �. __.�� _ ° NOTE: DRAWINGS PROVIDED BY MPP DESIGN SHOP, INC. AND F�EAK LAND GC}NSULTANT�, INC. w � •� .� � � •s � i .11�. '' �a r � � .4 • � � a � �r., ., . � . • L*�� R. �,�o o a��� V��''+� srfi� � �°: oQ o,��F v .., 3 �/? 38549 -r _ �. � � � � ! � � � � � �► � . � � � � •� . � � � ` � ! �r � � • � � � ���������������������� REVISIC3NS � � � ; � � � i � ���� � � i PRQJECT NUMBER: 06-0Q3 PlC1T DAi`E: 911At46 DRAWN 8Y. CLT CHECK 8Y: CLT sc��: �°=�o� .__..�.��_.� __..� � � � R�I� 1 � i ° ����� � i�_� �.�..�_ a 804Q 8�t�3� 8020 $080 8070 8Q60 RL=6' � TW 32.5 TW 30.49 C#7 BW 25.5 gW 24.83 10 20 26.66 RETAINING WA�.L � s�ai�: �" = �o' ,. _ 8040 8G130 $t720 8Q40 __ 8a30 8020 " RL=7' RL=4' TW 42.0 - 1`W �40.5 �..,.____. .�.. �.. ____ ..� TW 32.0 �..._._....�...� . _____...�... �- _�....____.... �, - BW 33,5 - - B W 34. 33 -�°. BW 25.5 --�' 0 10 24 3Q 40.24 RETAINING WALL 2 so�i�: �� = �o' TW 78.04 �...�... � _�� _ � BW 71.33 � E3W 65,33 t� � 0 2a V�V� 8Q20 8010 "' RETAINING WA�L LEGEND --- ---- - Miragrid 3KT Geagrid or Equivalent TW XX.XX Finished Grada at Top of Wall BW XX.XX Bottom of Wall Elevation RI.=X' �ength of Geogrid aeinforcement Q 10 �t7 34 �GALE IN FEET �o �o � _ 8040 - 8030 :8020 RL-4' 8050 TW 46.T5 TW 44.0 8040 BW 42..42 . 8W 41.fl$ ` 0 14 19.61 RETAlN1NG WALL 3 Scale: 1" = 90' �rw 72.a ..._,....�...�....�...____......_�.. �. ._...�... �..._. .�. .`.. .�...� ..�... � . ___.... ____. _ __._. ..� ___ --.. ...�. _. `.. � . .`... ____... " � BW 65.33 --f �o so �o sa sa RETAINING WAL� 5 Scale: 1" = 10' R�-7' TW 21.27 TW 2(�.16 / � TW 20.69 � 0 �...�..r.., BW i 6.93 -' 10 20 32,1 RETAINING WALL 7 Sca(e: 1'" = 10' 804Q _ �o�o ; ��}.�i� ` VQ3O 8020 8C110 100 110 120 8030 8020 ' � � �Y BW 27.57 TW 76.0 � � 8�80 8070 BW 75.3�3 130 _ - 806Q ���,�� $050 8040 TW 28.77 8070 , 8060 ' ao�o ;. � RL=S' �TW 66.71 ___ i-- TW 64.74 C .i . 8070 � TW fi3,69 �...�. .T....____...�..._..._...�.....__...____..,�...____... TW 58.0 �...__.__...� __. .-.. T _____.____,_.. ___..,_� ..`.. �...�_.�,... --� -� ; _ 8060 BW 58.67 0 10 20 30 4Q 50 RETAINING WALL 4 Scale: 1" = 10' 8fl80 go7a _: 8{�60 ; �-- BW 21.57 0 10 20 3Q 40 50 TW 79.�4 8W 57.33 �o�o 60 70 8Q 87.32 �L=�x TW 78.12 iW 78.0 808Q --�--� BW 76.83 BW 7$.16 � BW ?2.83 �070 o �o TW 27.28 �o __ , _ _ __ _ 8060 �o �o so RETAINING WA�L 6 Scale: 9" = 10' TW 24.55 1'W 2�.65 `-- BW 20.24 s'a �o �o so fioo RETAINING WA�L 8 Sccale: 1" = 10' BW 20.91 -•-j BW 19,57 . 110 123.2 RETAlN1NG WALL 9 Scafe: 1" = 10' :�'.� .,___ 8C?40 �c��a �ci2o $030 8020 so ss.s .� � i .nr► i0 � � � � � � , ii � i � .� -'a � i �I� � � . . ����....a�� �' , � • ` ���i : � �� w � � . • . .. � ' . .. r +�r +r � s . s • � � � � � � . � + •s • � � � � � � r � "'y i � A • . ��vts�oNS ________� ; � ; � � � ' � � , ,. � , ' ��.�,.��.. '_ PROJEG7 NUM6ER. 48-Q03 PLQT DATE: 3I14i06 DRAW�I6Y: CLT CMECK BY: GLT SCALE: 1" =10" �.� �_____� k � � j I�.VY"� � i�__ �._ ��� � f � � � � • r � � � � � � �� � - � � � � � � t � � � � � � � ��'��i ��(� js� V � 1�.?�.�Q�'� �d'.��. : �^^ 'f.: „ : N 3$549 -Y: ,,. � � � ' - 1 � � � � � � � . - � •! • � t ` � ! � � � +� � i i i P�o,��c�r r�unna��z; as-oas ��or aAT�: ar�atos QRAWN BY: CLT CHECK BY: CLT SCALE: NT3 ._.___._._ ��.� ��V Y `� � ��. _�i /" .' � WALI HEIGHT FtN15HED GRAQE �- STANDARD UNRS TOP OF WALL CAP UNIT - STANDARD UNMT 4' ADS SOGK WRAPPEO PIPE. OUTLETS 5U' O.C. 8" Min. -� '`� 6" Nominal � LEVELING PAD {SEE DETAILS} .. ...;. .. GUARDRAIL TYPE 3 {PER CDQT M STANDARDS} 8" !OW PERMEABLE SOIL # ,. "� � . . E STRUC7URAL GEt}GRid l' � �' ., '} PER ELEVATIQN VIEW `•' :'' ! .•, ( * ' r. � .� :4 I { � 1 �. •.� � � . ' r ' 2, � 'x � . , � : r 1 � ��� � REfAINED 1 S4IL� f REINFQ �ED,,, 2• M�. � .,��7 ! 1 i DRAINA�E FILL � 1 �� 12" Nominat GRId EMBEDMENT LENGTH PER ELEVAT1fJN VIEW �j FOUNDATION S41L. " f ' ��r TYPICAL CRUSS-SECTION 's" {NOM.) f ``�"u-T � � i I � � � � � 1 I f NEN2 VERt1CAL AUGNMENi BATiEREO ALIGMMENT STANDARD UNiT 1PALL BATTER DETAIL 5/8"(NOiAj � � � ( � 1 � I I I � � � TRIM FlNt>ER& IN FRONT oF` ranr�sVE� en�z r STiWOARU UNiT , �, ► BATtEREG ALIGNI�ENT 3TANDARD UNIT AND GEOGRID CUNNECTIUN DETAIL cEac�a t TQ WAU. GEQGAIDS AND THEIR ORIENTATION STANDARD UNIT AND GEQGRID 0$IENTATIflN ISQMETRIC _ _ _ �12" NOM. 1$" � � j { � � I � � STANDARD UNTP � �12" NOM.------j ( � 4` � CAI' i1NIT CAP UNIT ISOMETRIC WALL HEIGHT FINISHED GRA[)E 8' LOW PERR7EABLE SOIL TOP OF WALI CAP UNIT -�� � S7ANQARD UNIT 4" ADS SOCK WRAPPED PIPE. OUTLEf'S 50' O.G. s• n��n. -� �. 6" Nominal � LEVE�WG PAD {sE� oErat�S) WALL HEIGHT 8' MAX FINiSHED GRADE 12" Min. :_a .. NOF�NAI. &" 7HlCK CRUSHED ROCK srrwo�o u� � 24" � LEYELING PAD DETAIL TQP OF WA�L CAP UNI7 - STANDAE2D UNI7 WALL fiEiGHT PER PtAN VIEW t i ! 2 � � ' 1 � t t r coMP�crEa '"�, � NATlVE MATERlAL ► i t i I DRAINAGE FiLL � � 12° Nominai 1 STk2UGTt1RAL GEOGRtD r PER ELEVATIO►V VIEW 1 1 l i REIhIFORCED l FILL� 2` Ma�c. 1 1 r i t �,r RETAINED t sa��-''� J 4" ADS SOCK WRAPPED r ! PIPE. OU7IETS 50' O.C. j 1 ! �t f 1 �_.�__._,......�.-----."'""j"" g" Min. _ j _� _______________________._-.------�' . . : : ..- - � i � GRID EMBEDMENT LENGTH 1 + PER Et_EVATION VIEW I ! ! I DRAINAGE FILt ! STRUGTURAL GEOGRID % 12" Nominal PER ELEVATION VIEW 1 I t I � �- RE7AINED � REINFORCED 2� �� � S01L'"`� FIL�� ��rr I I t �' 1 i GRIQ EMBEDMENi LENGTH PEEt ELEVATIOIV VtEW �j FOUNdAT10N SO►L "' / ' `..� �0 TYPICAL TIERED CROSS-SECTION STRUCTURAL GEOGRID PER CR45S SECTtONS � REINFC3RCE0 FtLL� '�-�'�`--- �- RETAINED SO{L� 1.5' Max. Note: 1. Singte Tier boulder walls do not need gep grid. 2. Construct walts per Blodt Walt Notes 8. �eogrid shall be the same as for the block walls. ( GRID EMBEdMENT LENGTH ( � � PER GROSS SECTldNS �j FQUNDAT(ON SOIL � ��-� BOULDER W'ALL TYPICAL CROSS-SECTION STAPIDARU F�-9'"'1'_ �$� _'I �� ��y�J .', ' `,.. ;n� • .. . �5 4 • . � � � t_EYEUNG PM � S"I- TYFICAL LEVELING FAD STEP DETAIL STANDARD 1.0 MSE Wail Materials 1.1 Backfiil soiis 1.9.1 Fteinforced zone back611 shaii meet the following gradafron: Sieve Percent Passing 3" i00 �° aa�oo No.4 �a7o No.200 0-44 1.3.2 The part af the backfiil soil passing the No. 200 sieve shall have a liquid limit less than 85 and a ptas6city index less than 6 when tesied in accortiance with AASHTQ T89 arrd T9Q, respecYivsly. 1.1.3 tZetained zone backfiil sriatl be granutar nnateriai cansisting of at leasf 50°lQ sand or gravei with a maximum particle size qf 4"' and the fines content having a plasticity index of no mare than �1 U, 2.0 MSE Wall Constructian Sequence 2.1 The MSE wails shaii be founded entirely an campetent material. The founda6on shali be over-excavated so that at least one facing black is buried 6elow final grade. 2.2 Instatt the drain pipes as shown on th� drawings. 2.3 Reinforced zane and retained zone backfil{ shall be placed in lifts no thicker than 8". Ba�ll shall be pl��ed in horizontal tayers and compacted against horizontal surfaces. Only riand-operated compactian equipment shall be used wi#hin 3' of the back of #he facing blocks. Backfill should be placed and campacted sequentially fram the facing 6locks to the back of the geogrid reinforcements to aid in geogrid tensioning. 2.4 Reinfarced zone and retain�d zone backfill shall be compacted fa at least 95°la of maximum dry density as datermined by the standard Proctor (AASHTC3 T�99} a# aptimum moisture con#ent t2%. 2.5 Instalt the leueling pad an compacted backfill as shown an the drawings. Use crushed rack for teveling pa�. 2.6 Place geogrid reinforcements as shown an the drawings, 2.7 Geogrid reinfarcement length as shawn on the drawings is measured from the front of the facing blacks ta the back of the geogrid. 2.8 Track vefiicles shall no# be operated direc#{y an the geogrids. A minimum of 6" of backfill is required #a aperate track vehichles over geagrids and tuming shall be minirrrized #o avoid displacing the geogrrds. 2.9 Rubber-tirad ueriicles may drive stowly directiy on the geogrids if necessary. 210 Geogrid reinforcements shalt be placed with #he machine direction perpendicular to fhe wall face. 2.1'I In convex wail curves, overlappin9 geogrids may be placed if at least 2`" of backflll is plac�d taetween overlapping geogrids. 2.12 Permanent surface and irrigation water diversion is the responsibility af the owner. The backfill sails should not be aUowed to saturate. 3.Q MSE Wall Design Parameters 3.1 The MSE wall has been designed in general accord�nce with procerfures cantained in the NCMA "Design Manual for Segmenfal F2etaining Walls". 3.2 The following values have been assumed for saiUrack design parameters: � � Y (��9? tp��} (K�G�? Retained zona fill 28 d 130 Rein%rced zane fill 28 0 13Q An experienced geotechnicat engineer shautd verify the aboue design parameters during cons#ruction. 3,3 The groundwater table was assumed to be at eleva6on 4684. 3.4 Factars of safety 3.4.1 Glab�{ � FS=1.3 3.4.2 E�ctemal Bearing capacity - FS=2.5 Overtuming - Eccentriciky<=Bl6 5liding - FS=1.5 3.4.3 Intemal Pullaut - FS=9.5 Tensite overstress - F5=1.5 Geogrid strength reductian factor - k=0.16 3.5 Surcharge lc�ading = 250 psf 3.6 Seismic Inading = none 4.0 General Reqetirements and Notes 4.1 Wall geometry used in design was based on plans by Peak tand Cor�sultants, lnc. and MPP Design Shop. 4.2 ihis design is ualid only for this site and is #a be canstructe�i by HTM Cansfruction or Dantas Builders anly. 4.3 O#hers are responsible for field tocating alt nearby utilities. it i� our understand'+ng #hat there are na �#ilities conflicting with the w�ll excavation or geogrid reirrforcement locations. 4.4 Refaining Wall Detaiis may be changed at HTM Cansfruction's Discretir�n. [xfj iiP. (1 i t�7� t ii.."�:i1:1►I.T•l�i ¢» °� �_�_»�� �� 8" MAJC. IXiA1N PCPE � �R PRlN'OSEO GRA�E i .-"R w O_._ :: _-..', _ . . ; b ►. ���..r._,._..._�...���.,��+�.� DRAIN PIPE Oi3TLET DETAIL CURVE DETAIL �� � � �► '� # � � � � i � �� � � �1 � r �I � � � � � � � .� w � .� .� i .� SEAL ���p4 Fi�`qrs T,uO`;: � Ep� t'c�� � c°, O� o� , o .° .��85A� Q-�!F' � �Q;..yJ �py.=,t,iu ��`�'�:..... �.�� ��t,.`�s o�A� `��1s� � � I � r � • � � � � � � i � � * � !. •f � � � i " � � � � � � �. � � PROJECT NuMBER: os-tlo3 PLO7 DATE. 3l14/Q6 DRAWN BY: CLT CHECIC BY: CLT SCAtE: tVTS � _.___ �. _�.� i � ���~� i � __.. �.__�_! SEWER MANMC}LE MH Q$6Q RIM ELEVATION = 8016.6' (PR4JECT BENCHMARK) / �� PEAK LAND CONSULTANT5, INC. PEAK I.AND SURVEYING, 1NC, 97D-47B-8644 EAX 97t7-4?6-8676 i000 lION'S RIDGE LOOP VAiI, CO 81657 , �Q �*.. �T '�� �� Q� � � � �� �}" �� � � rr�� i��n n��� n_ MATTERHORN VILLAGE RECEPTION No. 98291 FOUND PW & AL.UMINUM CAP L. S. 30091 GENERAL NOTES 1 PROJECT BENCHMARK: SEWER MANHOLE MHQ860 NQRTH QF l.aT 10 ANQ ti. RIM ELEVATiON = $q16.6�. (SEE t�RAWlNG}. 2 BUIL.QING TIES ARE IND1CAiED fN PARENTHESlS. � PEAK I.AND SURVEYING, INC, DID NQT PERFQRM A TfTLE SEARCH OF THE SUBJECT PROPERTY TQ ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS-4F—WAY OF RECORL}. RECORD DOCUMEN7S UTILIZED IN TMIS IMPROVEMENT LOCATION CERTIFICATE WEFtE PR�?VIDED 8Y LAND T1TCE GUARANTEE �OMRANY, ORdER No. V5C1012854,1, DATEd JANUARY 8, 2008 A7 5; 0�1 P.M., 4 NQTIGE; ACCQRDING TO COLQRAD4 LAW Yt7�J MUST CQMMENCE ANY LEGA(. ACTION BASED UPON ANY pEFECT IN THIS �URVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFEGT. W Np EVENT, MAY At�Y ACTION BASEQ UP4N ANY DEFECT IN THIS SURVEY BE CQMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREUN. IMPROVEMENT LOCATItJI� CERTIFICATE ~``'^� i HEREBY CERTIFY THAT THIS IMPRC�VEMENT LC7CATi0N �ERTIF'ICATE WAS PREPARED '`'`�.,,,� �OR DANTAS BUI�DER5 � 7HAT IT IS NOT A LANI� SURVEY PLAT QR IMPROVEMENT SURV�Y PI.AT, AND THAT IT 1S NOT TQ BE RELIED UPON FUR TME ESTABLISHMENT 0�' FENCE, 13UILDING OR OTHEE2 FUTURE lMPRQi/EMENT LINES. I FURTHER GERTIFY THAT THE IMRROVEMENTS ON THE ABOVE DESCRIBED PARGEL ON THIS nATE,11f1fJQ7, EXC�PT UTILITY CQNNECTIONS, ARE ENTIR�LY WITHIN TNE BOtlN[?ARfES OF THE PARCEL, EXCEPT A� SHOWN, THAT THERE ARE N� ENCROACNMENTS UPON TNE DESCRIB�[} PREMCSES BY IMPRQVEMENTS ON ANY ADJOINING PREMISES, EXCEF'T AS INDICATED, ANp THAT THERE IS NO APPARENT EVIDENCE QR SIGN OF ANY EASEMENT CRQ551NG 4R BURDENIhl� ANY PART fJF SAID PARGEI., EXCEPT AS NQTED. � � �. �, k ti^ ,.i:���'�� �? � �� '�1� E3J ° ��' � DATE; ________� __ ,, �`t,,� �� � ��„ ___________________ _ T BIGGS s9��, �.� pC" . qDC} P.�.S. NC?. 27598 .� ��,��� � =� ��, � ���� � �4��� �`�'`���Ai ���� HlGN�AND MEADC3WS FI L.1 I� G N a. 2 RECEPTION No. 177192 GRAPHIC SCALE �a o � ,� zo ( IN FEET ) 1 ineh = 10 #'t, .� � � � � � � �� �° � � �P . � "� :; � ` ,. � ' s ,, �, . � , �; :. �:-�, ,._ : . � TB� �020.5' "°� BT�i -'aUi�l l TBC 8J22.� �3021.6" � E-�TII/i-4'JA�i_ � �3022.8' T0�'-�rV��� � f�02c.i' ^�y � I 7BC � � f,, " � F � �022.5' ~ �, �' 8TN-�,�A�� ��� . � � �� -�( 8023.i' �\ I� !� T��-�ua+ � �cz�.� � �d'r�- :�Ia�.L 8023.?_' ��''�-._ TB C E3T3Vi-Vt/A�i. �C}19.4' � F3020.1' ���-v,ta�� 802�.9' . •% �' t✓ � - -��%�`.-= � Fo� �,� � ���7.�' � �� ����T� �,, �� g�r�s-�uA�� ����� o �o� �o��.�' t��'� Ta�-w��� 8019.7' � iBC SEYVtR ��1t�NN0�E �fN 0860 8014.6' RiM ELEV�TlON = 8016.6' (PRQJECT c3ENCNiUiAr2K) EiT!�4-WALL EDGE QF ASPHALT g0� 6.3' f 5 TBC /�. �DGE OF CONCRETE 8(715.�J' DRAINAGEPAN gT�v9-V�IALL � ,,�.•/� � I 8017. C�' NATIVE GRASS�S T�P- WAL� � ' AND FLC}WER TE�C F . MtX � - 8�'.7_n.6' _� 80i7.i, ` / � � ���, � � �i�OP-WA�L BTPII-WALL /'� j; � �02�.�� �°°� 80��.3' ' , � �,' �j I A TBC �� �� � � �� � 8aE8.1' .r,,. � i i � M j �., „+y'' �� j i� r ,-''f ! I i B7it1-lN�1L� �' I � � �,�o, �. �' i I I � i � ; i . .�? �" :. r.�,�Q i 1� i� I .� ��� j 1 i��� i�. � I����I 1 I �� � � E0� 80?_8.7' 0 ���-�v��L .I i/ 8028.5} � C}Ar� r 8030 �, � � � � sOP-WAl�� 8029.6' B i�1�1- A�L 80 1.9' EOA 8031.8` �uA�o�ai�. �asT iYP(CAL g �r� - wr��� �o� a.�' T��-v�t��..� 80 T 8. 5' TBC / .r �; /r { . � A �� � �� � � � � � O � � ,ri� / / / / / / l �,�,\ :� �� � r fl � � � �� . '� �a►� � � i �� ' ' � � � � � � � , � r �� � az�-��r��! 8028.7' ' ��� 8035. 4' \BT€�-i�lALL 8024.7' \ i0P-�'ALL � I j� �i'� TOP-WAL(� 8027.5 �` � 8027.5' � EOA � �: B�iPv1-WALL �a2�.s' �03�.�' e��-w��� �a2�.�' BT�U-UdALL �o�_vti�a�� 8�28.9' EOA �8033.6' 7UP-VVAI�L 8t732. [' -���_�p�y FROPERTYLINE �3Q27.Q' TY'PICAL � EDGE (7F ASPHAlT �__� � � ' escrsmr�c ;J -WALL sr,nace�e a�� �� B T�V - GVAL� 8029.9' TOp- F�IALL 8032.8' c0A 8035.7' � EOA 8Q3�.4' ��r�-w�[ � 8025.8' C�T��-�h?Al.l� 8029.1' `..�.. `, � d.,.R �. A � � � '�-w. �v ` �� � , � � `�,- A � � , � f � A A N... � ' � � � j TOP-NiALL � � � � � 8033.t?' � �, � T0�'-`rVAL� _ �y� ^ A� 8C? s9, 2' EOA 8037.3' �a� ` � . � . . . 0. 8C38.8' �l �.QT 1 f� \ , \ � � l \ � � \ / Eo� � � � �„�- ��2�.0' � ''' � � � s caa �, �, � / �o��.c�' `�° � � ..--� r \ � ��l.�N[7 f� �V 1 � � � � ;�5 REBr�R � � \ l ` � \ � � � \ � \ �\ \ \ � \ � BT�A-WALL ' 8036.8' a-r�--u����� � MATT�RNURN VILLAGE 8042. �' I REC�F'TlON i�fio. 9�29 i � B TM - �tALL -. A Ri 8��3.8' � A A % a I � �_ ,� i � ° I � i `~� � TCp-NlAI�L �` 8046.7° ,�-.... � � I �� TOP -'vVALL `° �fl5(J.9� ��.. � \ � � o� ,�. �o. L,�, � � � ��A P I�' L� � � � � � � • LANL�SCAPE P4AN SASEl7 UP£7N ASBUILT EXNIBIT St1R�EY, dOB NO. 13g9 AS PR�PAREQ BY PEAK LAND CONSULTANTS, INC. pAT�D 1 Q- 22 - 07 � ��� `'�,. \ � \. ``'�.. � \ ~�..,.. � \ \ �`' „� \ ` �'�.' ,�'�. l \ �``� � �''`` ��.. \ � �'�.. ~�``' `'`�. \ �' °.,�, �` .`�. � � T 13 � � �` �K.. ` '�/Af� VI���GC Uti�EST � � � � �= I� E� G i� o.1 � `.,. � � � � �� � ~' ��.... � � � � � � ; �\ � � \ � ```�� `` ., j � ~ � � � \`'� � .� _. _._._ � � _____ _._.__ .� � _.,_. ~ � _.__ ______ ___._ ____.. _____ ,� �. ____._ ,�. .� � � �____ � _.__ ^ ____ ____ � ___.. � ___._ � ____ ____ ____ ____ ..� ___._ ____ .�. ` __._ ____ .T ____._ _._._. _._._ �.. � � � _____ � � _.�--- °° f j I HI�MLAN[� N1EAD4W� FIL.IN� No. 2 ��CEPTION .,Na. i i71 �2 � � # � �,� . . ` � ; r ,,� ` 9 '� �� , II��I I!� „ ... 11►. �. ,�:> A f * ' � � �� � , �� � �� �I�� � � � �� � ,� r � • w � u i . I �. � � � . i � �I�►: � r . -, � � I ,a(� \ R< _ ? �� I � ;� � ,� � � � � ��� � " � �, w� ;. <' �, 4� : � �?#. . . , #� . .. t � , � � � � ��� `-"«„ „ ��,�: � , ������.�„ ;1 � ry� � � H �� � " �i��� � � � ��'��. , . /' u �°' `' � % � � �<�� � � ; a � � � ���.,�� _ � � ' � � � _.. � - ' : ,, , °,� � A �, � � � ` � �� , .. � °� � � ��a��' � � � � ` „� � w� .��. ; � , , ^" .�;.�,� � � � , �. w . �. �.< �, � � � < t > � �x ; �, � r � � � .„ � , " � � � � �: �� � � � � r � . �� � �� . �� r � �, # , �� � � � � � � , : �: ; r ,_ � . � �� f { � �� � � ��� � » t . $ �' .� •� k-,�,=xi �r � , '* � :.'9 � � ��' . �e � �� � .��` �����; i �. 3 . � , � "�, � � � �?.� � � � � ' ' � '`'`� � . �� , �� ��a�� �-��' �'` � �'� � x � �� �� � � x � � �� � �' . �� ,a ? z�s � �,.z> � � ���- �� � � ��.s ` = �^ � � � �: � �� � � ,�. �r� ��� ? w � .�>;�`` : �� �, ' `�w ' � . , ' � �; �.���. �� . �; , �� � ��� � � ��� � ,��� ,� �� �, � �, ��:.: � � _ „ � � � �' � � � � � �'' � ... `' .: � < �� ,.'�� �„ � � � � � � � � � �� � �: �; � � � �. �" �j � � � � „���,�" �� �� �. �; i � � � �J �-� �� � � ` =� � � �t a � � � ��� ,t � �' ;, � � � 'e'-T'� '� �,� , � f � �� ,»' �, i � .� � � � £ � ��t � � �y �� � � � �� � �� �� �� � �� �. ����„z�� .u�' � ( t c �� 3, .t� ` � m $r � r;� ', �,� �,� ;.