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A 4'-C?" �.�. �I�TiN� PATIf� �it�t 8" x 2�4'" GR.f�[�� B�Afv3 I �-#5 TC�P � BC�T. ?" DiA. PI�R.� �a 8' O.0 X ' D�EI� WI 2- #� VERT. wC�c TC� I �X�� �x �o� �-� � � ��� �• K �Xi� ��i l �XI� N �?�. GC�� �/ 1 � r,.✓ ��� � �� �� �y � � � �� . �../ � r �► t► j c :s r a �► I�U�.I I ! ! iA�� MC��JNT�C� MA�J��i�� ��IIR' � � w � � , 1 � � . .�y,,.ri.': . � �. I, � .. �.. �� �� � , ,,.; , y .�. � � } � � a � 6 � � .�....I --= � � � � ��� � � a�� � � � ��� � � CC� � �`` �} -� � � �� w t`� C�' V t�.,, u..� �.-.. s� -� � a�G C�`� (.L... � �L �' > � � � � � � � � � �1...! � � � � � � � � � � � � � � � � � � � � DAT�:t�5���4- l C� i��VI��D: 1��R�tIiT:CJ�- I �- I � � +� � � �► �' ' ��r.J�<■�t�i�i��l�>i��: )DCl'ION @ G DECK €VING � ThES structure has be�n de�igrad t� ineet the rec�u�rements aP the �OC79 ; Internat�onal Resident�ai Code with amen�ment:, as aaap�ed by the Tow:a oF Vad. : i All oni�s5ians or ccn�l�ct� between variaus elemenks oP the work�ng drswings x andior specificat:onJ shali be brougf�t to the attencioi� af the Structural Eng7iieer e { before preceeciing with �rry �nrorlc so invot��ed. The General Contraciar siiall verdy ; a'si d�mens�an� and cona�i�on� at t1�e�ob s�ie and ahail be re5pons�ble fior th� � mean5, methods, techrnc�uea, aec�uence� and proGedure.a as5ociated with thxi5 ; pro�ect. Fu.�°the�more, he :�i�all be ^eapt�nsib3e Far coordmat±on of a1t work and ; mater.ais ia�cluding tha�e furi�sshed lay aubcon�r�ctor3, Thc St^uctural ��tgmeer : 5hai1 be cantact�d during tne con��ructEOn �hase *o make ths Sob s3Y.e �napect�on:, � neGe:�sary to crn#Erm that tfie actuai field condition5 are conei5tent wrth *.i�e ; de�ign assumpt.ons and that th� construci�on u procee�lmg according to the rplans ancf apecjficatians. € ; l.�ve E.aads Used in Dr,s�gn: 2 Roof 80 psf ; Fioars �t0 psf # Decks i 00 psf � Earthquake 5e�5mrc Zon� C � Wmd 9Q m�h, � S�cond �usi = The foundatfon de�ign for th,� re:.;dence i5 based upon S�bsod Study for � Faundet�an Q�ign Ns�. 401 1�7 prepared by E1P Geotewn an June 27, 200 I. � The 5ayls Eng�neer shali be can*acteci dun�xg excavatioi� to tnapR:ct ihe �ite � and confirm tha*. cand�t�4ns are cons��tent with thi� study. � Th� �e.neral Contractor �hould revfew the Saila E��g�neer's repc�rt and follow its � recommendat�ans Por excav�tion, backf�l6ng, gra�tnc� and dra�Erage :�}�tems. �� t�. �✓ I 1 f l�/ /-1 1!�.../ i Y�...J .............................................................................................................................................................. Ali irasnina iumver to be #2 Daug-Fir or bett�r. tAli bearing vrai! studs to �e 2x� @ i 6" o.c. per UBC Tab1e 25-+'�-3) Aif tvlicra=larn's ta be manufactured by Trus Jast MacM�(lan and eonform ta the aliowable s},ress requiremen�:s far a i 3l�F" i.f3nF M�cra=Lam LVL. Alf connect�on hardµlare to be by the S�mpson Comparry. Ali raof decwng ta be 5lF3° �-C Ex�-APA 32f t 6 piywocrd. �la�E tiv�th i{3d @ 6u a.c. at �anst er�ges and @ I 2" a.c in Ehe fie{d AI! floor decl�,�ng ta be 3/4" GD Ini-APA �?�J20 i'+�� pljnvood, t�lue sheathing to �o��ts arith Pi.40Q and na�i witn i ad ��" C).C. at panal �dge:. and I 2" O.C. in *„lie �;eld Ait wall sheathing ta be "i'' {7.5.6. NaiE with 2,d @ G" a.c, at pane! edge:; and 12" o.c. m tne f�eld. HI! con�rete ta attam a camP; ess�ve strength ar" 3000 psi in 28 clays. Alk remiorGmg bar5 to be Grade 60. A!! steel balis shali conform to f�.5Th9 A307 �pecrFFCate4ns. Al# steel �iate and angle� shaEl conform to A9"I°��r! A3E s�eceficai:ions. Ait steel beam� si�sii eonform ta ASTM A�92-50 specifECat�ons. `'""" ,�' '� n"' �1 j fl ;�f :< ,` s ..r ��� ..:.....'.l ....................'.� ......:'.... � � �� �s `�� SCALE: 1 /4,r � � �_�tr w s � i �^ r-�a�' � « � � � � ____� ---- � �� � �..s � � � c�-� � .� � ��� � � � � ° �' ° � , � �� � � � ��w � � � t�, u,.� .�-. � � �� � � � � �j � � � � � � � � � � � � � � � � � � � � � � � � � � �....e.+...� �A-��.���o�-��- � o f��`VI`'J�D.C�3- � 1- I �} ������:c��- � �- i � � . , ` t It . , . `�6�\� ��,��p` � 1£3" INV. OUi � GMP � ,,,,^'✓" F�urs� �tr� s� a�u�ttt�u�s c�� � s ���a� � , i i t .i 1� ����� ��,ss �,�t-�w�� s �c �a, �����—v�;�. P��. Bcax 1 �30 E�?1'VARf�S, G(�. 81632 �s����.a�—���s ��� �� �� �.. `�`�, cc�rac�� r � � ��tve ����� ����� p�b4,� CATV RIS�R se�+e� rsAr,�ra�� � �� ��c'` �rr� e�.ev. = a���.� �rr��� flNV El.�i/. = 851:3,k CTYF,) 22.5' � ' �J f GCiNCRE�E DRt�tF / 0. 2&.p' � ,/ 6,7'xQ.8`1.2' �� /' � �H�D *S SEidER � � '��'` °�. �,��,HC��� .� . f' � 1,�` RoCK .�` ��. r.a, WAE.t_ ,�` Q.3`-.... ITj 'TYF.? r'" � �'S � �,.� GiJNGREiE �� �`�' � i7RiV� ��,`+ � �.�� � s����sr,c � ��c� '��' � \ s���acx � ,r ,� �.��` ` .� r ,. �, � ,� f � ,,'c� � : °� �ra��s �,> ��:�' � �° ,'� � F ,' `� d �`�' ,�' � � ✓". -- g � r d .�'S%, � .n/� . `�.,3� f �, ,, �,.�' � �`�.ccaNC �� �T� , � PAVER WAi�K �`,, ,- \ ' 8'xA.S"�' ° * ,-� GQNC. ``: PAVER PRA � �WRGK _� , � � ��;�� ���� �� � � r � ,�°` 6.t}' r�,;'� '`� 6'• �� �r \� �. `.�'' r ti �a• v�}, � CClNCRETE \ PATii� � \ �4> � �� €����� u�c� �`�° su��nzr�� csua�.ar�� �' / ��_ ���^ � � � ,�, �,4a�" Bt�Ti. �. �.r' v���a� , , ,� *. ,�, `' : �t'9_'�` 0 �ilPlC, `. �"' � r�artra`w.,. �° � "�S � � � \ � � �� l ! 1 � � � � � � l � � � i� � i9 �cr��,� �r� � a�u�iiuu� c�p �.[�T 17 �� "�4� �,�' s�.�. [�v��z�r��t� ��, �'��. .�. . �e �f ����� , �t/la�...�.. +� 1 `��� 1 r�iYll a`. � LCIT c 6 �o,��� �€�. ���� .���� r�c��s ���t� w�:s-rr�av��r ���c�.� ti' �C�� �� ��.�,.�',. � y �^� � ��� � n �� \ � \ \ � 1 '� \ � � � � � �' \ '� \ � � � v ! 1l+rli?RQVEMENT �{}Cl� I It�R1 C�FZi`1FIC�ITE 1 h�r�by ceriify thc�t this imprc�vement �crcc�tion Certi€ieate was �xreparec� for wBUi�[7Y �AZIER thc�t if is nct a land suru�y plcai tar imprc�vement survey p(c�t, ancf �he€t it is n�t to be relied upan frar #h� �stab4ishment of fence, bui9clir�g c�r �fher €uture irnprovemeni i�nes. 1 further certify that the improvements €�r� the abc��r� ciescribe� par�ei on this dc�te, 8f26J{}4 , exc�pt ut'riity connec#ions, are entire9y wi{hir� fihe boundaries of the parcei> ex��pt c�s shawn, thot there �ee n� encrc�uchrnents upon t�re described prerrEises by 'smprovements on any adj�ir�ing �rernises, �xcept as indicc�ted, and that there is no apparer�t evidence csr sign €�f c�ny easement crossing c�r �aurdening any pc�rt csf scaid parcel, exeept os nczted. �� ��.� � ���� MiChc]e! `,�: �tTM �U�UfCiC�C7 �.i..J. .��1�,�. �r'���...��°�� . .. _ �C7��: ,.._°�- r--°'-°-�' � � \ \ \ � � � � �, ,,, , �.�• � \ .� \ �,. \ i F; r'� r" E_ f. ?. V't T �? a7P `:; ��'t. ?al F3 �� S � f�' `." �. t:-ri3e>E, \ ,��_ .. f? F FSCt.::; � :?...&Si�?`� � x�;� u:F�E �:.!2 . t� � ti�a � Ci St,r.3! , \ L �1� � � � qtC i?: ��S`�l � {s_���a �E ^��F� BUI�ll�l�tia � .� SETBACK / O / � � � / / 1 � / f � O r` f % / � � � ���C� � � .� 1 v� � � ����� � � �� r� �� f �D� � � ���.o� K� `�ll�l �,4 �a�s��c,z��� � � �i��r��� 1) UATE E�f SUi2VEY: f3,�'c 6f(l4 E�IDGE F REVIS�D SUi�VE`f �ATELi i1l18J�14 �'C3UND PIr� a� �� �i.IRVEYCI(,� hIAS MA.tI� N[] Il�i�IE�TIC,,ATIQt`i I�R It*!I?�P�I�iDENT S�ARC9-1 FCii� �� u�r�r�ur+ ca� �.s. t�c. t�5a3 �:F�S�:M�NTS t�F" RE�CCIRD CCITHER Ti�f�N F'I�ATTEI}?, Ei�Ct.lMBRAit10ES, �2�.Si�2IC7IVE CCiV�NANTS, CiWN�RSN�F' TIiL� EVIi3�NCE, CJ� ANY l�TNER � ac�rs rr��� ar� �cc��a-r� a�rn cu�z��r��r -r���� s���c►� r��� �zsc�c�s�. � 3> NQTICE;= ACC�lE2I�ItJG TQ CC1�ClR�DC1 LAW Yt1U MUST CE�MhiENC� ANY L�GA� ACTIG�N BF�SEII UP[IN AN� i���"ECT IN 7NIS SURVEY WITHIN TNREE YEAR� AF�TER YC7U f Ik?Si IIISCC3VER StJ�Ft DEF`ECT, TN N❑ EV�NT, M/�Y ANY A�TTCIN �ASEi� UPt1t� t�NY DEF�ECT IN TNTS SUl2VEY �E CCIMMENC�?] �iC�f�� THfiN T�N Y�A(2S F"RC3M TNE IIAT� ClF° TFlE CERTiFICATIClt� S�iCIWN N�RECIN. 4) BASIS C3F� �LEVAiIiJN; S�i,��� MANNC7LE INV. �L.E�', 8.113,i". CSE� DRAWI�tG? 5> B�SIS C3�" PR(3PERTY L�iNE LCiCATIaN� F`Cil�htl3 MCINUMEhlTS AT NW GC7RNER L�3T �6 & AT SE CCiRN�R i�t7T �6. �SEE DRAWiNG) 6� BEAF2IN�aS A�II DTSTANCES A�CIt�G F�RCiP�i2'(`Y I..SNES �F�C�WN H�f2E�IN AR� ' AS SHiIWN #�N TH� SU��IVISICIi� PL.AT �IN�.Y. A�CIUNDAf�Y StJR�I�Y 4lt�ULI7 BE t��GESSAhY TCl T3E1°ERl�INE TNE TRUE DIMENSiC3NS C�F TNE ��iT ANI} s�-r�acxs, wt�zc�+ �t�x v��� ���rs �ra� ��.a-r��n ��rt�r�s���vs� 7? MEASUE2EM�NTS `tAK�tV 7CJ 4�Ti3RY WCl(3S� fiNi} RCICI£ STRIl�7tJRE UNDER �C7NS1"f2UGTII�N, ', �7 (2ClL�F PEAK EL�V���`IQ�iS �C�K�N TC1 TC3F' Cl� CC3i.B �[7t�F� Ll . 99 P[�STED A�I�I2ESS� ir9�J WESTHAVEN CiRCL�. � FC}UN€� P6t� & CAF' ,� .. - � _ ._.. .» ...... .� ... �, � ..,� :. _ . _ .� ,..,...r... m..a..;�.-�...:.�... .�..�.. ,.,.. -...:�,:.....,..,...,�,.-�-'=� �:..�, :�._.: s .,.�.�.� . ..� :: �-. •• „ - • :• • -� • � . _� .,. .�. E..�UNAR�}� 9/14 ��t'1��. � fa °�' � � � �iATE C�F� �URVEY: ���/93 .. " � •! . ,. YRvIVi�ti.r�,3 �..«€=.�i�f ��✓Mi� :c�r� Nogf�ldt, a Prc�fessio�c�i �.crnd Sur�v�yor r�gister�a ur�der the laws af �tat� caf �;aic�radc�, do hereby cer�ify thc�t this topograp�ic survey wc�� e�y me ar�c� un�i�r rny supervision, and that �h� �a�rvey is c��c;�rate and ecfi ta the be�t c�f my knc�wl�dg�. ; ._. °`•''��.���..�__ M_ ' ,��� ,..� �.�.°°.v�... _ �iar� Hs�gfe#d� � . ,.:; ..a ,� �. Colarado F'.L.wS ,26��� � �� � �� e � � _. �� , � � ,. �