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B12-0372 Rev1 plans approved
� � ' - - .. - _ _ -�' _ _ r^' _' __ _. ^^' �-"' - . � .. ' -" � ....�- « -F-=� � --�-° _--- � __ - — __ - __ __--_--- , ,�_-__---- _ - _ _ -- _�- � ___ ,__ -� ___- . _-�-f �,,._---- - - ' ,..-___ - - - - ----------------------- . r" rv� �-� �r . .- : r" _ ..�"".��" ^'.��.� �.�.. i --_ ""'.- j _ , _ ��� _____----'" " _r._ — . _ - ' �� ----- "`� f � ------ ---- -- ------------------ Ccres + Laodscapc Archiiecture Q __j__ ---- i _....-- ---" _' - _ "" - _ _-'-' ___- -- - ' " � - - " ----___ -- - _'""_ r�ugusr 9, 2fl1 z o _ , __.. __- , _-_- __ - �" _ _�___ , ____-r--- _--- __ _ _ -_ Z ----_ � __..-_ __ - __ "" — --- .. -------------------------------------- � _ _..--. r" _ M �.�.. � �..��_� J�,�..�--' . .�_--_' . �..- --- ' "'_" ' . ..�.-^�.....� � � - �.. ' - ' � 7 � � � �- __ __ . _...._. �-.' ��..... .�.... ' - ' "" L 1 i I _- -� _ _ 8 . _ __ O ..,.__..- � ___- ..-.. _ .. - _- � • _ ..,.,.....,. _ -_`' __' - _ - _ - .'�.".`{ , � = :' � _,`, �: 'v�tJ�[ 4�e � �`1 ;� Qi � � x r �-�'"°���� i _ _ _ �.---°-` __ - '- _ - -' " � __ - ' � _ --- � A ty�ical cietail t'nr single tier w�sll using 2 fcct deep coucn�te bk�c:ks up t� 5 t`ect tal ! with "' � .. -_ - �_..-....'^' ' -�"� ' --„ ;' � ' . . . . . . ..��-""" ..�...... .. ....' .. - ' ^,_^_- __._ �____—'"°� � -_------°__ _---_--_—__ _ - " _ - ' - 2 teet nCgeo-�rici reinforced backfili is pra�-idcxi c�n Figure 1 . Thr walls r}��uld bcar an a °m -----" � ------' . � ___------""" °` --- " ---------------------------------------------------- _ — ( -_-�'°"` ___ -- ______ - __"" ,_ ---- - " _ - _----- Au�ust 9. ?012 rninimetm 6 inches af CUC1T Ciass 6 base coursc and bc crnbec#d«1 a minimum l2 inches � •°o belo�v Iltc grUUnd surfucc:. Thc bas<, c:ar�rsc shauld bc camp�ct�f �c� at I�ast 9S°la st:�ndard �� aWC c00�+ _ ___--_F °"�' - . _ - _ - - _ - � _._-----` : __-1--~`" _��� � - _-- __ - __ _ - � ____----_-"_"__^_-�-'..'_ __ ----"" . ..----�``�� j _:___--°'"" _____---- " _ - -- _ ____ - C'cres+Lar�dscape Architccturc Prc�ctor density ( ASTM D698} at a ►noisture c�ntent near optirriurn. Friar ta the basc � � "� - -- �" _---- - ------------------------------------------------------------- � _ � �__---- -''-�� j _ __ - �� _ _ - -�� __ _ - - " _ _ _ __- __ __ Attn: Paui Heding c;ourse plucement, the subgrade should be moistc,-ned and eprnpacted, r'1 drain slx�ukl be v o� --- � " � � = - -- F. O. Bax 2134 provided behind thc walls and ccansist ofa 4 inch d�acncter perf`orate�# pipe �Caceci ncar tlic H °' ,��-__ __-_ ' ' __ -- -_ _ - - ' --- _ - " ---- ---- : -----r-�- ----- --- _ - _- - - -- _._---- � --- -_---- J _- -- - - - - -- - ------- � ___------- ,__--__ _ _ ' _____________ _ _ : __----`"__- __-----��" -- � . ra� � vt,l. The dra� g vc.1 shouki bc cc�vcr __ --- _'____-- ___�_ -_^ ` `N `~ ------- , cx1 . ____---_-_- _ _ _ Ea le, Cvl�rado 81t 3 I bc>tt�in c�f thc w�ll surrouncic�l by d • 'n �n • 'n ra � � � hy x �., 1_-_--------"` _—___ _ __ _ -- - --------------------------------------------------------- _ fiher fabric such as Mirati 14{�iV . � � `O _ - _ - - " _ ___ - __ - _ -- _ _ - p:uil<.'rz,t•eres-�>lus. c a ri � o0 --- - ---- � j ____ _-- - _ - -_ ,_ - ' _ _ - " _: - � - - __ --°- ---�'--°�-___---~ _ _ - : - � _ - ' Jotr t�ic� . 1 (I$ 529$ 4 _� -- , _ - _ , ____ i ---- __ __ - _ - _ _ __ _ _ ____ . _______ __. , ___ _ _- _____ i ____°--'�`° _ _-__ - - : __--°-- ____----'" ---_'' � � r = . . _ - ___---- _ __ _ ,.__ � " _________ lfwttll t�eights and are tallcr frc�m tho�e we have assumeci, w� ahouk! bci enntactcd to � -°o _________---__T : ^________ __----�--° --_ __ _ - - - --------------------------------------------------- Sub'ect: , review� our �i�si n rc,commendatians. Snmc ficic( rtt�oriificaticsns ta the �vull design trisy bc __L---°_`� __ __ _ _ - _ - _ _ J Rcc.'c�mmcndatiuns for Design of Block Site Rctaining Walls, Existix�g ` 8 > A a O -- " I _ _ __- --- --" � _ _ __- - _ _ - _ -- - --_ - __ _ __ _ _ R,esidence, Lot 2> Filing ! , �leni Gneiner 5ubciivisinn, t687 Buffehr Creek �led, We shoaf� obscrve th� subgrade conc3itini7s bc:low !he walls, arx# test cvmpuctian p � � ----------------- ` ` ; ___ _.. - - - "_ '_ - _—___----------- -__ -- - _ " _ __ --- ' Rc�ad, Vail. C;olorado at' the bsse cau►�se below the wults nnd the ��ali backfill an a regular busis dnrin�; � -_- --_ ---- _-___-_ --- ---____+ ___-- -��_� - _ - --------------------------------------------- __ _-___ _-. �_..----------------- -_-- ---- "" __ - _ _ -------------------- construc�t�oa _ - - - z � i _ _ - ----------- --- °i---- __ - --- -��" ._ ---- - _ __ '" _. __ -- _ ___ ----- De�r Paul: a ,� . ___ __� _ ___ � ___ - _� _ _ -------�---_"""__-i---____ . --- __------`""__ _. .--------'__ - -- _ _ " __ ------------------------------ If u I�ave �n j -----______-_---__ ----°' _^__-__ _______ ' ` " _ - _ Y� Y �i t�ons ar nced further assistance, please call our af�c,�c. � m i r --� "'- _'_ ""� �� --- - '_�__-- ______---- __-_ - _ - --------- ---°-°------------------- the -- ° " -- " As reyuested, ure are prc�viding recommendations for bltick site retainin� walts at � �" ° "��,j r � -------- ---------- - -- - 1 _ ---- ---- — ---- _ -- ' " � _ __ - " � _ - -' " _- ------ " subjc;ct sit�. "Chc serVices wece perfarmeci in acwrciance with nur ;� eement for Sineerely, ' � ' , `�' __ ; __ - ___ _ _. __.- , � _� ___�_ "� --__ " __ -----,--__- ________- ___- _ - _ '__,,.------°--__' i ' ---_------- ______--_- ________--- ° _ -- " -- ------ ---- ---- -- ------------ prafession�t scrvicc.4 tc> Ccres+Landsea e Architecture clated, !ui � 2012. Thr ` � � . �---___'"'---- __----- _--- _ - p Y , m _____ ---- .: ----- ---- --- ------------------------------ HEPWO t ------`"" ' ____- --- __----_ - ----- - -------- findings ofcaur recommendatiuns for thc design are pr�scnted in this report. NICAL. INC. ��,�F� _ _ ____- ----� --�- __---_ -- - _ __-- __-- ..__-- ___ • --- WLAK G ECH . ___- , ___-- ____ _-_-`" _....- ___---`" - � < ���"�` v 1 _______ _____-- ----'" - __�_____------ ----------------------'"" __ __ :_..------------- ----° -° •' _ - . . u e failrx! 1 '_"-"~ ___---_ y S __--- ____""_ The site retaining walts urill r�place existing stat:kcd rock wall� at ihe site ttuit h v " �,�..� 1� •fy�fi�, -- `-----�. _�,-_--'_ . ___t--- __-� ___ ___ ,__�-- . --- ________ , ____ --------------- It �s ctestred to �a ace the �vul1 t bl k ll xi E - ---------------- . . . tti ___- 1 � ""'__ __________-- `t -___- - ------ ------------------------------------------ - . re t s wi h ��avit concreie nc s �va s �r p ace thc .f.�'�'< �'` �,,,,,• � ---- ------ ____---- _ . -__-_______ ------ _ ____-_---_ ____.j__----°-'""" ! ______-----' r--:-_,;;` ' `. _ __ architec;turat rock an the frant side of die blocks. '1`he walls wil! rtport�xily bs A � : n�. ______ .__ ` _ ^__----°- � ----- " -~-------------- ' " ------------------------------------------------------ • - E7av�d A. Yo g, _______ _____ =' ;"� ; : _________--�_____ RT ______---- ;- , .- �''�, �,. i _____---°---- '' ' '�� �' --- ---------------------- y � feet f�et an w � u ,' ' .-�"------ _ h $ Y P �h $ a , s. �c are esired as � m�Yximum af4 % f'eet in height above the graund surface Prc cast (�lid} cancret� blocics �� P µ � r ��4�,� � � 4 - - - '" % ' , ' ' ----- ---- 6 feet k�ng b hi h b 2 '� dc.�e cl ci 'n ab t 4 OOO lb a d �f t � i • w '_ '�-}-_' -- ' tt _ _ ._-_ / /� ,�__ "_'_ t G' F)�UCkS. DA�rr�ICSW +"j :.. � � "'--" -' '" � ' ' __ - --'---- % �~`' ! .Ow�"NMr► � `��+w ^ _ ,,, ...-- _ ��� � , � � .. % �'"� ' ' ` „__�— ____-! ---" ` - -------- -_"- -- ---------------- ---- ------------------------------------------------ attac,hment � re et 1 . _'-'" ___----" ;' ;� � `, ,.� w.. . . _______ _____ , ' ��� _ _ _ ; __ __--_`_"" ^ :;;' �;' —=—---------- _ _ __.� y � _____-_-----°_- � ��' ;% '; �'''-.� ___------------------------------------ Hepwnrt h-Paw lak GcotechnicaJ pr�viousty c�bscrvui a portiart of'ttie excavatrt�n far thc E:� 'u 1 �'��tt� i�tll l��? ai _ -__-i--_- ° _-____-- AM = ; - --------- ,-� ,, ;� ;' ---------------- --,. --�_-_ ;- :. . ------------------- ;' ; �'�. --''"`��r ' � ---- � . . ateci � .=' ; , ; . � _-_`"-"�-� • AM __-' , ,; ;" , , � ----------------------------------- September �2, 2()O8,Job Na 08 529A �ti'he so)s coasistecl�af inedium dc�nse��siity� . ___- I .'- . -- san y g r� el �� �th bb1 s '� tr b ed h f � ------ . , ------- _ ,-------------------------------------- ca e . � o ee water w�s c� serv a� t e tune o thc excaval t�n. _ - _ ; , ;. %', � � d ra . , • , _�� _ _ ---- - _ t RT RT " � , � r . . --------------"_� `�'�' _ �__ � �, Basecl t��� aur a�� iysis and cx erienec, the ro sed re-cast bk�ck wall I =,'`-� � -; � '" ---- ' - � _------ , , .--���.. -- °'_ ! �'`( r . : , ,%� � ` ��,,, � � ' _ �..__«'_' "�^"'a _'_'___'__'_'__"'_'__'_""'___"__'_' : ' ' � � � � ' �l ' ' "__"'_"'___ .._.��......-^ i i �" i � � '�\ ` __ � � ' ��� f ��•.�,,, ' "�..._�' � ii i � .. �� ,. _ -'__' . �_..___----�_ : ,-' ;" r' --------°--'` � `'' . bac.kfil h �nd t t crease _ _ pa p s p ace ta a heiglu of � ! feet will be rnarginaity stat�le due excessive toe pres�sure at the bas�: of thc " ��'� '� �tirall We tecommend ,�eo-�id reinforceci � I be ' he walts be used a in + __ �� ; "'`�..,,,` � , � i _,�_-___---_ � _-----____ - RT � ; ;� f t - ------------ � • . ��..�.......����.... � R ```` `\` _�_����_ � , ; .,, , �`'�., the w=�ll stability. A e<�-grid reinforc;ed w� ll ta �bvut S fect ta(I i5 feasible with the : __- ; ; , j + ;�' '�.., �, `` �---__---------------------------- -- limiteci rc�e:c�mmen ed gea-��id back Fiil rcinfc�reement . The gen-�ri<f sfxiuld r,crosist of a - �`�""" ! '` - ' ;�"'"-"" " -- _ ; ,.__, uniaxiAl materi�l such as Tensar LX t UOQ or equivalent. The geo-grid slx�ulct be pt�cui : =- � i _f_- --- ,� � / t `�, ; � -- ____ y- -_"`_-- � , �T ' ,` --`_'_,`w ~ ,. ' '_ ------ bcx�ueen �ch l� er af bic7cks anci extend a length af at least 2 fcet behind the walls. Thc __--___-"----~-- • 1 ' ' ----------- ---------------------- __Y�---- ---- ' i - G� ;, ,, ' + .� ;' t ----- -- wall and �cxs-�d backfiEl can consist of the on-site soils comptteted ta �t least �35°% _ __ � _,, __:� ,.% ''�-, z � � ���;,�< j �__ sta►tdard Presctor ricnsity at a xnnistw•e cvntcAnt near optimum. � ; �~` �' '�, w ,-a_ s.fi« r�#+ -a�^i `^'^v u •` � " " � � �� � ������ � . � i � � t � , ��3 '�` � �� �1 � '���.�� - r _ �� � _ ���� • � � i �` � ����`_�. �..��..��... i � ..�.... � .� � „ ��� � ��� �I Y'� � ��� 1 ' �� I �.�..� .�.. i % �\ \� /� .. I ���_�_".� ��������. ._. ._'�..°___. . ..-..�_..._. _���..�..__ .v...__�...........__. ._ ..._._e : :� �� - : „ � ,` �'„ J �__.�. lcyb Nu. tOK S29$ ! . ___ - � _ _ __..- 1 ,., ' . ; ; - , ` �, � ` � '- � � ' � � �� ---° � ' --- Gc,.�e�Ch -! _ _ _ --- ; " ; -', ; ; .-\ '� '� ` ------ ---- --------- , , -- ___ � � ; :' •� '� � " `�` ' � . . . . � • , `. J � ` E a �� � ' a - ' ,__ ` ,� .'� ; �`. :s . ' `�\` `.` � . . . . . . . _. . � . .-' " _/ ( J . , �, � `. ` , :_ - _ %;! i i : ;' , `��. � � `�\ _ _i. -- " , � ; i ' � , f � �' �'� . �--- _ _-°- --°°- � `+ , ` ` \ ; ,' '` '�, . _ _ -- - -- ; � �-- �� ; • ; r`` '�*.` ',.` ` --- - , °-------------------- "- - i __ _ _ --- � i ;; ;; ; , ; . . � S7 --------------j--__-___ _ I_ _�_ = �- -; 1 : : ;; : ., ^� ----- `.� _ �• „4 p�j 1 n � _ � '' � .___,-----= ; ; , '� g �7 � i ___ -- .= � ; ; � --------- � ___ i ; : ; __-------- - ___ ; ; ; , �'� � --- -r-------------� , , ` .���'- #� i - - " �� �; i ,-' ;' r � --_ _v __ __ ,. . . _ __�- i :� ; � ; , _ �__ -- --- , , ' `� � - - =- - '' - _ ��.. � "" _J /� 1 `�\ �� 1 � ` ...�..�..�.��� ���_�_��� `�`��_��� � � '� �` i , /� � \\ ` � �� _ �� �v 1 � • / \ ♦ ♦ V ' \ �� ` � l ��__ ���_`�__�_�����_��_��...�_� � Sg �#�°n� R p,�qy ,�r�ypq 1 . - _ ' S ' ` `�� ♦ `` \` i _ _ ` �- ' i�l�6A� � 5 zra+� �R6bq� � ��.,,..... w �� i ���� + � � � °� � °""- '`", , ' ;'"`� ��Z�.� ���JT��'7 �� �` � � � - � � t� - "" 1 '� `- : t � `. `�, � 1 � � � � � , � � � �� � , - � --------- i ' �.���,� � ��5� ,` � ------------------}------------------_ 1 -" �� ��_ - -- "" , _; -�� ; (NATCiHEU) REM01/E f1ND � ' ' - _ 1 �j r _ _._. � " ' ; � , STORE Sf��SI TR�ES FC3R ' - -� ' ' � `� _ =�° � /� � _ _- - " ---� � -` � ------- ! �. -- -- _ - �_ _ __ i -��r—___, _ �,�� e -` i �, R�Pk.ANTIt� A�T�R �' �----! -------- � '° - V J ,� � - " " ,-�, i �' . GOMPL�TION OF WALL WDi2K � � - _ __ i - ' �,�� a � � � _ - " �, ! � _ + _ ' -_ x� '� `� J � ; '� ,�i^�'� ' A5 NEfDFt1 �'�. _ � 1_ -_ �� � � � � _ - Q— . , `- , .',\ -- i - _ ` ; ;� r � �'�., , _ � � � � ` AL' V O -_. , , , ' - -_ �' !' � - _ ��-' - _ , ,.,t.-r-"" : ; % _ `•� ' __ _ , � - .. -- " � `� ' ' � � � ` ` '- ' . � ._ � ;- � ; ;' � _ REPL,�G� �AILING DRYSTAGK WALLS (5' MAX. � -, i - _ � � J PL /C� i - ` r' % � HT.} 1151N6 DETAIL I(THIS 51fEET � _ i - - , `___ 'a�--_ � _ _,"""- % , _ - - W '� -- i ;- ;� ` + -- ., ! �` ' - i� � � -- t�j �" . = "" � IV � �! � % \ � j v _' - -- - i t-- � '�}/-� 2' � � � �„! �.. _ " � : � % � --- " _ _- ----- 1� �l C.L-____ __ _ - "_ � ` . ' ,1� -_`' - _ � G.- ' -- o F�N��D C'rxZAI�E � � `"� , , ' � ' -' � �, � � i � 2 �+�_� � = Z ��_� ' ' '' , - i � . 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