The URL can be used to link to this page

Home My WebLink AboutWest Day Subdivision Lot 3 Tunnel (8) 00;1wilh- -_ I _. ��S-.0 - - -. - ___ . - y !@) 2004 47.'40 ARCHITECTURE INC. i aff ., _� ..--- __ . - ------- . __ - - A- , ___ ow .1 .1 IL _____ - -..-- .:;:�' R. -_,,r�_� - . � , ,, o.�- gy do 4p t _ _' ,-, ��_ . __�l �_- � 77�""' ---- Z.- ,�� it'."10 - .. .L� __ --- _.__ _.�.,, i � . . - --y _.- % _:�-,kc-_ - -1 --08TAIN-15ERMISSION 16 GRADE"ON--- __-�__... I� �.. - _.__,5f_ . .- , " 1. .1 - - __1 I - (j%?C OWNED -OTHERS � _-� _ ,,_- 11 - ., - I . -I- %�ERTY _BY .--- -.,. - ___� - . --vo - -sv- i I I , .- .-.--� _ ,� -- I .. . z / .. . - . N_-1 -, FLJTUjI(ERU-lLbjN __ 1 - - - - !V- �wo�� . . � _ . - , ....w gg P 04 , .- - SI'5--- '. � - � .(TYPV:�_A]�) ---- ` i�,_& .,__ ..-- . � � _ . 5- - I - � _,_ _ -.,- - __ i , - �l.ad- : . . .. I -o - _� . - . : _ , . ,�,�-� , -r-- i . .-, -.-,.-. \ -I . ! 4 I - -� - � - .- , � /pf 'I -- ___ - __. & - - _l)Esl`p -1 . wl -- Z.0 7�� _. . . _-, - � ---..I- _.w. -f- , - . � I --.--I __��___ � .. i -.' �_._ . i . _y __ --- __ ,_� � -_A� N ., ,V,j .�� .% .. ; . I ; -I- f , - � G bly ---7-Sf!l -, - . . F' _ 7 - ______ . I ! __ . yl .:; - ; -. I - - __ - � -7-gir.9 ----A 4v-- - % � ". . . .. : - -At -, % I - -.-.--- % ,- ...., . - ..,.W--ft ___1 . - �_ I- - 11 _�__�' � -7-sy __ . ..� - - .,__I . . - - __' ... � - ____�ll ..i i % I aw OV .,- Z-e_� . . I-,- ------- I ..�owl ____,_oly? _-__ __ T - I .. - - --I---- " . I - . . , . . -1 Am el,I ,e -- � / __. _ 091, 0 ,*i . %% � -- - . - _.. � ;� � - � I 5 06) __ N%%%. � .��.e . . ,- - ! .. . i - _ _sv� -- --- , -_ . . . . i\, I --' - � ! . - ..1 - / 4w W-! ___ -- ,7 _� - .- - ! - � . - : - 00000� -.--,, -- __ -1- - - �, u2! . � ,� i - ,� - ..-� __ ef;(?!Cl , ,,--w) _0!r_� . , : .. X'o' . CONNECT. I 't.- ,0- o" - __ .V.) __ I - . - aw q"*N do - .!,.z ,,--, W." ( , � - - � __' �_-;- ,., .. ...'_ � .. . . I % ml_ - .. 1 4 � . .. 1 .7 . . . . a- s ____ FIBER OPTIC - - 4'r- V9--- -�� -S - I ,�_ . . .. . .. . I.. . . .... . . . --VMNEL IN' - .. . . .�,_ . .1".. I ♦ - WARNING- UNDERGROUND EXISTING 12"CPP_�____�� dppl � - -- " -_� . . I . _. . - I , 1; __s .- .. _,RV __-_: . . . . m - . . . . . - . - . . : i,l� I ! .W % , � . _�l - � I..- - _ � 1 . . . . ; . now , le - OF THE -- ---- OBSTRU"bN AT lfl' --_"o' ,.� 00 ��_ - - _.�_' -- _:_�_ -�� ... _: ., . . . . STORwan w . - .1 I --O_�_,_ �'X' _ LINE EXISTS IN THE VICINITY . __ -- , --: - - . . . .- / A% " . ._� ___ - ___ - , __ -_... 0. � - - . . . . : . , .. , f . i wo la - - . I . .1 .-N. - V_ ..--- � , _�� . . i ftftft� 7 - . _.;;;r_lw_, - I - - . . . � MANN I � - -8097.4�� - . .. . 11 BIKE PATH. UNABLE TO BE LOCATED. INV. 6U)�l 4 . - � S� - __ _�t .. . .1 / 11 . I ..." 11-12" PVC,-- - ';,- ------ ...- .�_�� ;:;�� ___ . � a. . . . .. . . i I i , . - - o . . . . I I 1*� . - ..- z, I/ ." .- I .�. _., _;_ .�.01 '., - WO -'--' 0 ------ I.... . . . . . . .. . . . . . . . .. I i . 40 � . .1 ____�,_ - _� - �__ .0-1 I 0 - �� Z.V--SEND --o _� .,,,��, _ . . . . . . . . m ;, ! __ I __ . .- "I Si-- W ts .., ___ ..- . . I I .. . . . . . ! . - - - -:;- __n- .,_ . . . -?/,[_)�/� �/ -� ; ## -, __ __ �. ./ __�' '. - I.. __- '-, s _ -..;--.. o - __-, zl I ... . , . � & . . . ... ; ! : - " - . . . % _._ .- . I I �l .1 � . . .- --- - - .- . .. - - -C . .. , . I �,�, .. . ..... I . - ------ _. � _..'� - . . - - - - - ,;;� !--- -----. _,�, , . . � , . . - . . - . .-.--- .. . _.. . ml� � .-e .- . _ __ -; E ir . -_.. .. . - - .01* � ... .11 , t - - - / . _ oll .11 --___ ---. �_.-..-_fQ .. , . z_ ... . . - _ . PqO0bSED -_. . - - . __ I " __l#h"/s S_._ --- - . . N% . 61 1 , oo� - I ..----,e . �� .- _____� .. 0 to - _. - --.-, _ __. ______I�rl I �l - ----. . _ _ .-� 0.1...log- W - .--- RE: .-1., . . � . . . .. - dw _1 - - -',�__ __ I ll�_� �l VIPRAP ,,- NV. T = 8090 _.- -_ -� .011 r - -�, __ . . . ROPOSED - - - -- - ..- ::�-'-- . ! - I - ��, -7, - - . _. oll� , -.7 . .1 r- 5.68+ 84 MANHOLE V) i _.� I . 411 .. -.1 1, ...- .01, >_1'!`- -1 �v , ___ ___ -1 . - - , - ____ - - ` .",�' - - - .-ol._� - 5- -- ,,- .91�__ � - I---- -_ �l /� . . .. .. . S_MH6 .�J/+l 9 . . .. ! / N-1 I( ." .. , "o , do .� .. -- ; . ... I .. - �.,,__� .-"<�� -- - - 0 ,-_� - -I -_ ... . . . . '4 RA(E . � . . . I - � . � . . do .. 1--oll .0.0� PROPOSED ._� - .. I .-� ';?",s . . � . - I I j. - _ _-� 4 - -4.6k _,�_ / . . . . � FOUNDAUM WALL- ,!�;.. I � - .. � - . . . . _*11, .- l.;4 .-�� -_ . -- ... . I .. I lo��.-% - I,- CONCRETE - ... __ t% -� I - . . . . . : .. .. -_ - .- 0 �,- I ___,-a . . , STRUCTVRAL, .,ml.11--1. .. i .... . __*� IN - . - _� I -, - - .- ,., . _,Z�� . . . \ .. I : -,-, i-I i I, � END__ '. �::��sl �ERT , -A� SECTION- - ' ... - -WL _,zL-V-F �_ __ , _�l If - -�_ - __�__ - t • -0.� -,� - \ . � . % . . . . . " . p:_:,_6 .- I ; I ._,llc�l � _ _- - , ,.1. i- - - - ,,_�,� - - \ .. .. ',�- __ . . . . . - ��.�! .. - , f,� . . - _ . . . I I - ov----- ,---' � -"A' < v -__ -- . _. -V . , . 4 o _�'. - .--. __ - - tj ?N . �-�� " .. . . 1 . do- , - . - -7-.-;,,- ,.1,2-- __� I �l -, .- .." . . . . . 8.5 - . - _.- - - -_ �,7;7, . .- 11", ----.., __ I ____10 1w - - - N -, - _.'_ -_ .., ---�Isr . t, �l -A . . . . . .I �l . . ... : i . , -PATH JO--_- . I F? -� _____ - . �� ' . . . 7.3 . ..1�1_R'. REPAIRAEPLACE - __',li;___ I W �.j ! .11 -� , 717-s" --A-p , __ .. I �l ' - . . . . . . ... i . . I . . . , . �l : . P . . +5.8 7.8 alos I i C) >.1 �,;` -� ORIGINAL"Ok BETTER -- - - - - _...vp.----- ____ , <---� _�,-- -_� 4 . =an . . 11*1' - _,__ - ,�,-)T% . ,,, o- 130("? _�'7 .- , � ___� . /i - I - ... m__._ . .�ft'. I - I - ____ TION AS RIEQUIRM-- ...'..".., VIG _,L. _�71r- --110 I - I .- ..� %. .. . . .. \ I : m - --.--- CON61 . . . I , -0-I';-- - - _ E-ps 1�p +5 . . - . . - "AREA . . IE=4 - - I ____ - ...- _.(,� - ---. - - . . -a r,--..-<, 11 ,Z ,Z ,Z -1 NSTING-18 CM _- - . - - . . . :::. ,Z �_ 0 1 . . ___ __ - PROPOSED CONCF - i . - . . . . , , . - CMP OBTAIN PERMISSION TO GRADE ON .." , - �_ -- ,---7, ,-,-----5v� - 1__� .. - $ - , " - - . � . . . . DRAIN-(TYPICAL) -1 - �-1, 6& .. ra - .- . �, / �_ . I -,- _.- . ..�V.r I -- ..1-, I ._- :;�-- 11 . . . - 4 , .- - ..__ 01.. __ __ - - -- /EXISTING 18 ft, ._�_ - .- - ___ .-� �;� _s, I -, ,.....�_.,- __ �_ q tETE . PROPOSED .. __. .,. :. r, I Ln 0 .__ 11-10- r8 - _� 1, , -P I- ", _ . STAIRS-SEE LANDSCAPE . I , 1. INV. IN = 8091.9 PROPERTY OWNED BY 07HERS 114V-IN =--809 8 - -- _� , _,__ ___ ,-. - . . -, _ . . t . . . SEE SHEET A �'-1--, -1 � - - . _ . . INV. OUT = 11 � - 4-- - _� I - --ofe --,ftjd---.. .I ..__,_� _el- 1, __ __ -1 - . .. . ... . 1 . PLANS . . . . .A _.�� .1_ _0�7i;1�-- �:I .z H ed i - __ . _ _ - - ,-. .- - Z . - - _ - -, _� .- . . . . - 111_m 1�.�lzl - 1. I w �'� -:!!:- - I V_ -OUT-= 800a.4 ._� __.� ;I ____�' I � z , _.-* - . - � 5;:a� ___ AV ___ "< t4, qlc-- - - _. . . / lNr. . - - . V) -1 - __�Vv - .. .-- ,-- . . . . . . . +5.8/1 � _- im.- .? - -'lf ...-1 I I . . - - M,v Q - . lz _., -.---- ..----- __ _� I- �_ -NI'l . .--.- - - - .�.N� 5 .w� - _777�� ,z- ______� ---= -� - � 11 - - _.- �- �OR_777�:� 1 _'�� _� ,�: - _.- 1, ... .. " 1.8 'r - __ ... -- . " 11 , , -- .__ - . . , . . . . :�. .� W... .r� . . - - - __- !" ___ - - _.. �1 -7� --- -- __ - - -__ __ I---- - . ___ - ,.- .- r% � I.. - : . . . . . - " ,�__;�� -��... i� �� wi . I . -, . . ; ... - 40 __ -- - - . - I � ; '. - . -1176 . . -1 - pl___ -!j�-��t �_,%-t5, ��- z zin 0 �_ - __ - _. _ _�_4v_;�� ____ . __ � 'pt,,- -;5vfl ____ -- __-----i.-:- --r opm _.. . j� ��C� . . - . 4 , ,��. , ..- P4 - ...- - --.-.. 09L Ou ILET _�.-V, - ��p - -,- - �. . 6 - - . .. . - MECHANICAL PLAN - - m.t.fz� - --..- -- ,-.-.- .. . . .. : .. . . -qa� - - - - A s, . _ -1 --- - _;��_ _,Vs .OF, - . .. E 9 , --004- .,� -_��___. � . : . . . - . - . . - . . . . . . . . . . -1 _. �_�11- �:�' - ----...-%- . - . PING INSID] .. _,__-�w t�,'�-1�1_1___�1: -, r_ _.- . - . . . .. . ___rK , :L � - z -.- '�: ��__-- __ . "e- ,-- -� n ` -'--�`?; - �l __... .- ____-1A-� .- - 1 --f(TYPICAL) .�', 00- .1.0 - %3p - 1, . , .. -, -----. _� lop- - -K �: F - ___�-__ !�_ �E�� -- .-�_-, __ .- - . 1__� ,_ . ��,,� . . . 1 , � _ ..- -- %k %w - 'I- . -_ ___ % . : . , : 1.�: � - , ,�gl � �l - I - ------------- -- --71-11,_ _'.. - -, �_lvg - _11�.ol _ . - . . . . : , . . . M LE RES (TyPI P *. 11 � /11 SEE s" � �, __;� __ io I I _:� - - _ _ . __ - 0 _ _ � , - 1 . . � . ', .pz;�-_-�,qjy�--- - 1�_ , �14 .- -700- . i - . - §?MH i7 i 0:r%� C-4 - gA 01-4 _. • I I __ _11! __-A�� - - - -1__ I _�_ _: __ .. . ..-.. . .. - . . . ... : . .- �-_- T . . . vk'�-.�. .,� 1,<��_- . o�-z!�-_F_-#�j � - ____ - - � - � ... . I . . ,�- -7-77 '. . r_4 - - - - ,�� __ . 0. : ... . . . . . . I _�.j .1 - I . . . .-. _.. V , . �.� -_ z?� ____� - ,- . - I . �. . _L& . � .,� . . . I . . . . , - ';5/17 - . ..... �� I NG BIKE/PEDESTRIAN PA _ *I- , - - __ .,�� - 7 F R _ - ExIsTi I // I , �� W4 Im _&ls?lo_ ____ TH - - _ - - - I I. _., !O�__ " - - � ___0___l_ __,,:�_�_ 777 __11- _� _�_ .4 . �z - - ml� rd 'j15 0 : . x .--. - --, .11 . . . . " _ --..t & xvv--rrm-%r w__ �_�_ I .- - - .- .. �. - _.- _-e_ . . -. . 1. . - .� _ . . .. . . . . n W� - - - . : �-7-7,;;3-_-w.-,-_-_,. - -- - -_ ;�� . -- . . . - .. _V. I • . -0jo n , - - .�.� . . - ... 1pl�;F_ C ' - - , --- - - . - . . . . 0_1 � _� Ir - �--1-- --___ I.-----. --- �l A37STM Sp" - ,___ __ _,N �'. SA .. _y � . . . . .. . . .. �- '� - 1- � I- c -V� . __- __ - . . . . . . . . W4 > -) - .,� _. - . . . -..-. . : : .. . . . .- I 11 - CRADS (nWCU) 1 �k , �� -1 . .. _. , - I - . . --1. I- . . .. - .. .. . . -.. I _..A . . _.... �l y- W, . - - __� � --_:�� - ----' . . . . g4 m �, ,4_ .. r __1 - .IQ. . .- ___ .- : .... re- .. A - - - . . . .. � . 1�_ 1 " -4� ---,,�--`��',_M'; ll� --.;- ,�___ W -___ IS NG 10 PVG- --s �_�_�, � _� %�_ - . . . . . ., . - 6 �4j ., :� __--� -w . __ -, �_._ _ ----- . : :. . .. . . % . I ,- � - .In* - __� -_ . . . . .11 . -'' u cn _.� IF - - .. . . . . . . . / -1- , - 'lx� ,�_ - - - . . - -� 6 . . . . . . . I � 1xv.iN = P'mw - -_,- - . . . .. : . I I -%V . __ _� . ..- . . .. ---- �-.-. �N.��_ : '1�� - _. . I . . .-"-; - . . . , : - . . . . - . I. . . . 1't� r-l' - �_ --.-. - .-- ------- i 1. .1 . __ --- . +6.88 o . . . ; +5,,5/17.& .. - I- .. . . . . / - m - ____�� - ______,____� I � - --Tjpk.-u .- .._� � :;0POSSIBLE SPA � . ...- . . � . . - .. -___ -. 51 �'. �� - - . . . I . . . .. . . -�Cl� r- .. % .I-, - 4_1 z,.. . . . . m. . - : . . _. . .. - 1.,�. - ,& <m . .. . - - , ml� - '� - . . -_-�-_z-, .. -:- -I;� ---. -f,- L -- -N-1. . � . I � - "! 7- ' � ..--� - ii . _� .- - - . .. ,,�� - _�P� - -� - �._ (TYPICAL) . . .. . . . o � - __ __ - . .- � . � - �' LOCATION __� . . : : . .. - . - ��z - k I t, 1�. '. -1 - . .. . - .. i !"m . __ - ------ . � irr �� .__-,ao � I_ ., -,. w,j 0 - . . . . . I - ._. !77 1�, C z I - -i , 1-1 - * - . . � - , " F. POOL ., __ . . .. . . . .-., - - _ -- % I . �.- - , 4- , ,i-7 I �__ .__ - I". ,��.�� . F; ..-4,-.�7- - 16 I-- . � , � . . 1_�- o.,_. i .1 %�.. .. __� 0--i 4k DIM MRA� . - �Xr� I I I___ .. - 11 - . . i -I,-*,- - _ __ __ __ � __ % . -. - . � I-- � - .. _� I . . OPOSED "--.,. _� - ,,�-�-.-'.-�,'f . .- - � " 740 -- ;4 ,m, owsww_ . . - - . . � -_- . --- � . . !,-, - ��;;�-� � � ____ " _� , Fp _ . _;l _� - - ____,N_ . .- . - - : .,�,�,,�� -�: !�,- -. .,*& -.----::- � I _. -1 z�, p z - ,�--._-,� :f�___: •_;.� - . V - - _-_ - - __ I - �_ -PROPOSED - _, - _�-v;.l -�R. L . . I . - - . - LET REMOVED ___- �6, _�� I :� . \ m - ._ ,=,.:----' -. �_- - - - - - . I - - . . . . . - ___ . . 6 \ I - . - . ..� ` -,.,- .. � � 7� - � _. .- mA_l__ ll�� 11 �-lp r '. --e .�_ '. . . . i __ , PIPING INlipa Elt FINISHED T-ADE _______� - - , . p _ ,_ _, - ��_ T - � --- _ . I.. . . � _: �t.�,•& -� -0 - 0 R � A ____ ___� - -- m --- : _AmLLk_m!b � A IS . - #, ,--,tp toNT00 _YPI�_* _:lV9 __ - . - � . . . .... - - - - �: - 1� m.fl ---: - __�.. ____ , .---. P-ROP05ED . ___ S MH16 1- t �...7�___�_ 4_� . ___ -- . -:1 -�_ 1. - - __ ___r= 1 rL- - - __ . - ,:�'� --- �. . - _�� - ___ . __� .- P� I - / __ - - . -,: ____ . _y, ' _ . .. - _� � k�y� , - --- lea_--_---_----7 _jqyzl� __ - - . . .- �Km - .. .. .1 k i _-, , . . , - , - . . . . . -K -_- -��._ ;;�_ . . �� - I �r___ll .1 __ _ . __ _. PROR96ED I z I' - _ __ _ . .-2,X2, T - -�. 71- .. . � . +07/+19 . Pik"j--,� ��V_.- , _ . - - - 4: . -.1 . . . � _�-_'_ -_:��_ _�_-_.--, JN p--- ---- -____ll . . . - .. -L... I I -5� ,,-- ----- -- 2' 1 . .. . . . . . KI :;. . . . 1_� _ _ ___� -1_�� 3 �41- !�._-r- : : . . . . - . . . ANSTALL SCUPPER HOLE I ...- .% M . . I . � . aj24__t_�l , _�� s I d�f - X . . I . .. . - _�� .. -- �*�2 �� . . �� - - 11 . . I __ ___ - , . . . . -. e,�- . .. . IN WALL AT ALL DRAIN- � �& :: k� ., -.---.__-.---.-__________ .- __. _* .P, 6.!§§BLE ___ . -� . :- , p . -� ... __-� -� --r--. --, ef" --- __ :X_h`��_A;_`_ _. : ---.- ----:- 1:� - -, _,-�. _-___l . ,:- . . . ..,--.�__- . � .Y: " . , : I 51 - &_ -.' . N . z . . . , . . . - - -,�--�4 1 - . � y � .- .. . INLETS (TYPIC SEE .: , --,-. 3 _ � - , ,...�-, _ . __ - - I q--___ _ . __ - . .-. -.1.. I % . . 3 - - _�.i�_,�--A I -______ - ---. - _::� ...�.. � __- .. ;. . . _ � .1 __ :� - . I (TYPICAL� _ - . ., � � i __ ,�; �;�. . - �_ . . . , DETAIL SHEE ..L. 1 8116 " w I- .,___�_- --- I - - __ J:�:; . . . . . i:. - 4- " . .,- - , m 7- --------_:_�_- - + - . - YA . , . !mn��- � � % I - - ____ � ______� - m : L. , .. -11 0 . .. . . .� +67/+19 . �l- .%-- _. \ I ' ' _le%I jz_ •,_-, . r A ER/DLVEWPLR , . ,: . �'� , - I "� . - - - - 1--.... . �. .- . . . - I . . OWN __ __ ----r_ . . _ . . . -- . sli . - . . . ____� a . . . . I.. � . - . .- - - . .. -._. � . . ;-11 .- . I .. _� - _---�, - . SEE MECHANICAL PLA . '. ... - . . - , .. . - � �. ' i . , , ... . PROPOSED V-3p �' . .-. - %��_� \ , � � - - __ .. __� � . . I - 8708 'OR.PlPING INSIDE 'I -_ . - - m. I:% \ \ , VAIL RESORTS M�!___ i,�_ ___ __77�+ ---' . . . .. I � . . .-:..,.!-. .. ��. . : . .BOULDER WALL ': .- I . i-- _k__V� . ;TRU-TURES (TYPI ��- . . - I 'I .. . 77�� - ; . - . . . . .: ,�; ",� . . I I- . . _� 11 �4i� I � , .- . . . . . . ,Vt&050- .- __ .1 . . . . .. . . . .. -- t!.,- ,\ I . LOPMENT ------� I . I � __ - - -- -1; .m � / i -, - - . . -- .. . 8.54 . . . . . -2 MANHOLE m X.. %- . . f ,._,��,� Pi�i,-, --Z--1 - -_ - 7+ -. . e : . . - . - I . , _ 0 . .. __ " . . . PROPOSED�i , . . . . . � - . . . � 16 - - . i COMPANY _______ . � I I . . : . .. . . . MAlHOLE ' ; . S-_�-IAU2 .y . ."IV- . , ....... . _1� FF% D bd\ ---.--- I .1 - . m . . I . . . . .. 1�.z _--Iw - . . - . .._. . . . .. . ,. -1... le- , ' - - , � , � , � , � , � , � . . -� - � - I—— 11 - - - - . . . .. - - 00iii . . '. - ( ,;�-'.�f��. i . - . � I ____ FOR DRAINS ON TOP OF .. . . . . - S-M. Hl . r, -_ X� .. t Tw_ � 2?x2* INLET AVON,COLORADO . m . . . . 48.3/+20 ..'a- 2..�-!,' ' . I . . .. . . . .. . . -1 Of/, i .:-.��. . ., . . .. . : . _. . . .. .. . . . m .1 � .. .i. . . allf) ; : . - M� TUNNEL STRUCTURE SEE . �; - . . . : . . � . I. 0 ___. . - . . - . . . I�, .. . . . . 7; ... . . . ... . . . + PROPOSED AREA m-N� V:- - . lo f___ . . . . . . . . ARCHITECr OF RECORD . . . . ., . B.V+10.3 . ,ju-j: . . . I . . .. .. . . . .. . . .. .. .. . . .. k.. - . -- r!�W, m��t +19. I . . DETAIL SHEETS A507/508 f ... .- .. . ; . .. DRAIN (TYPICAL) !_ �_� -1"I - AND/OlL . . MOIDFY WALL TO IWTAIIN . . OSED' . . . . '. . . . jq.z� -1 -.17, � TERCEPTOR . .A\BACKFIL -RF--S71RUCTURAL - . . .. - . . . . .. � . . . SEE A Ico i I -.-"- - -:- � . . . . - - - . . . . . . . . - - I . PICK .WAU- .. . 1 /+21 � : . -- ,_ -I W.� �_., . I . I or � . +09 . idS�q 6AR : . . - - . � ,��--;-,,� 'd i . . �. .. . , . . . _ . . . . 9.8 opdS6 CAR - . .. 1-- _l:____5:, .'_+,kl2_.'_"',;��--- . .. , , -- ....- - .. . ��. - . -1 . . 1 .. __ - . .- �__- �� 6� 0 - .1i -,,a_-�Z - - m�; I . TS C007A, i - . . . .. . .. .. . ., . I OUNDATI� I . -, - I __ . i ,/,,,.:. _ . - . - OPOSED . . . . . . . . . .. - 199V - . . " .l..m.-V5_zll_ - - - - -- _�.. - 1;_� I .1"cus . . . . . . . . I . . . � . . . - - . - . . . . ,7 - ]�� n" i . . . . . . allo - lmv.,�I��,. .,x " $ . . ; . FOR I .. . � a 'A Itj . . .. . . . - . . . . - - - _% ��ws� � S-MH141NSTALLED 11/04 . . - flir 0114ERS (R-F- . __ __.,� , i . 1,_>- ., MANHOLE . . . p4p 9 - .. . . - . . K I DRAINS FROM Z.. . - . "' ' - .- .. 4,..-.�- % :-, . . .- 4 7!�441 a i i� . . . 1!ARCHTIMP-E . . . . . . � '-' ---' '_-_l - --, I - , . . . . . . EL'INT�D. PROI . STRUICA IR' - - ;e-,.- �li ��f . . . A +09/+21 .; �� ..:-PROPOSED . . . .. ;T .%_ Z-7 T . .. . . .. . ... :SEI�� . �:: ,�� a �� . 1,9.7+ � . Denver.Colorado �_ ... . . . . . MANHOLES - . - _- ,r__lz,.,�.�._-.__./��. -__ .. . . . . . . . . : RIPRAP SIZES . . . . ,�Y�: � K 1-� - _: �,_ '' . . . .. . . . .. . ...: . . . . . I - _ - �'_ � '. N _� - -A ___ . ... ... 2'x2' INLET - . . . . . . . . . : .: ," - � ..��- z "., . . _. AL) SEE:C lj� - (PE D INLET 10-16 : . - ( - m�-,- ., . . - . . . . .,.,.. - . . . . STORM MANHOLE . . ' '_ , -,;.-_._,: . - . - - ./ . �:)I ALLLU I I 04 . INSTALLED 11/04 .� . . . . . . -'R . . . . ::... - . . - � . = - . . . . . .:�, ---, �%�-�., �7.� . . . . MASTER PLANNE : .- . ,---..; . . - . . . .. - . . EMOVED .. . . - - � � - __ ._- - .�� 4 7- .. . . . . . . . . . . . . � . u '. , . . . . . . . . . . . & . . � - . � . it . _:�� -��i�- .. .. - . I . - . .- __�� -". . -15 . . . . . . . . . - .. . . - .. _'-�, /-, - NLL_I S . . .. . . . . DESfGN ARCH MCT . . . . . . �� , �� . . . ., - - .1 - . _'.. ._.!��--,.,F�A� .1 ._ - -I--, . . . .. . . #WALL RAIM PE - . . ;-7c:`:_ . - _. . . . . L . - . PROPOSED PARKING . LLL_ . , __ i . . � . � ;,% . . . . . - � . __ .. , . . . CODE rww"30m. I.....4.- _;. � . _. '24 -..-_.-,: � ! I __- . . . . . . . . - . L'� . .:-,- 4 _20 . __ , -A . .. STRUCTURE; ACCESS . . . . . _ .. . .. . . I H-ARTIHOWIF,RTON . 4 .. .- . . �r .. .. . . �p I.., -_�� 5 . . . I . . . - _.. .. .-_.�:'��'.'.. - "'- '..,--�_:�'_,:-_._.;_L.. . �.% '\- I- .SEE ISSUE _1131-MARRIOTT . .. . . . . Nlj.WYORY,NEWYORK r . _, . . . .. I- m - I- -ft - . . . . - . . . . . . .. . • __ - -,`�_` , i�*;-.,2-.'--,_,. : RE:LAt SGA".R %` � DRIVE. UTILITY PLANS .. . . - � . _0 1 ",Z;��v�l�� . . . . . - . . . . � _ _jD . . . . . . - . . . . . . __ . . . - . . . . . .. . � : �- :�,�- ( . INSTALLED I - . . . .. . . .. . . . . . 1 . I AP�� ..--�� --- -srit MATERIALS .. 7p.6 . I . 1/04 . . . . .. . . -- simucTURALENGINEER . . . . ,--- _� OFjj_-�L.�- -1 -- - _. . I . . . . . . . . . . A - . . ... --_ -F . I : 'row 1 __ . ., i __ - . . . __ .- -jqj, . . . . :.; . . . . . . . . . - .. . - MONROE&NEWELL FNGtN-MALS.INC . � . . . . . . . . � .-- I 'mil__ .. sils--- ---. - f- __.-.- .--- ---t ._ _ - so"�_ � . ..� .. . .- .... . . . . . S SHOWN N,,� 1 -Z-�� _AV(N,COF ORAIX) - . . - . - - ". z,.w.k& .I ----. - . . . . - I . . . ,� - -.--- I . ON THIS PLAN AREJHE BDTTOM OF THE I I MECHANFCAL ELECIRICAL ENGINEER ,� I . . WAU , i - 4 . li . �_�_ �� !1 431 . . .BO.TTOM. OF WALL (BOW) ELEVATION . . '� . -CASI - ll� i w" ;-�! . I . - -N k - . . ll-;�_ __1 . . . . .. . . I . . . . I .3j�:j7.�.. - ?t - - - �------ �_�� I --piSTALL RMLL&_ � i . . . . .. . I . .. . . . _.... �. �i. �. :1 . _______ . -,-'---- OWE F&OAM A . . . . . . .. . . . - . . .. .. . . 'N I WE ENGINE,ERS,INC . . ', 1 f . . . - . . . - _x I . . EXPOSED WALL . . . . . . . _(W/l _ E. �i"i �,AWPR--_W �� . PEDESTRIAN . . . . %. . . . . 1. . . - . . . N ._�+ . _____� P, L :: . . :. . . I - . . . . .: . . .. .. .. _. I - __.-- .-in I ` __ I I ------ ... . . . . � "NGINEER � . - - . .1 �& - - .- .0t_ a-0 _� - ESS . . .. .. . - � - . . ROPOSM:2' . - . : 1. . .. . . . . . . � CIVILE - . -_ . : . . . .. , - - NE F . - . B!!_'j&5 =2'. . . � . I I ! . _. . . . . I - ALPI. iNGiNEERING,INC . . - . - - . . - . - I -_ .. . , Al� 11 -10� . � . . .. PAN . - . . I------- -_____.__ ___ I V_ MINIM W-WIDTH : . . . . .. . I . . � CONTRACTOR SHALL SCHEDULE SITE REVIE - VAIL,COLORADO . . . _ . --, lb __--------_ .. . .. . :.. .. . . . - � . .__ ___ ; i __ . - .. . . . . . . . . . .. . ..-. . . . ... ;, ..- CLED. 11/04 . . . % . . : %VTH CIVIL ENGINEER PRIOR TO INSTALLING I . . . � ,ly- !�'l ____ I 'i - : . . . . . ck . . I - . - . . . . . . . - . . .. � . . . . I . . _. ,- I . - [ . . . ... . . . .. . � I I... I - .,. .- .9- - ,--,---I . .-------- . . . . . . . . . . : . . - f � .11 . I I I�__� . . . .. . . . . . . 9 . . . .OR IRRIGATION . . . . . . . . . - - -1, . �. E KEEP EXISTING GRADE_ SAME.: . ..ANY LANDSCAPING I - ... . .. . 4 '_ ��. �v` - . -i. � .sA i . . ....wlcli� . I . . . . . . . .. . .. -- \I � i . . . . .. ; 1. . ALONG THIS SIDE OF THE%EMSTING . m - ' .. - . . .. .... i _+ .- LAND - - . . . . . .CONCRETE WALL � . PROPOSED LOWERED .. . . . . . . . . m . . . PROJECT NUMBER: 84253.3 . - .. r_'�ny . - . .. . I . . ... . .. fi I,- 1.7%,M-IS, (TYPICAL . .. . . . ... .. . . 13UIMNG - . . . . . SEE . - - I . . . . . . . . . . ... Z_ SITE _WALL tTy0jr . . . . . . - % DRIVE SEE ISSUE IB . . . i -. . , . 1 A � - R m,l' -,�; --- ,-- � . . . . . . . . . . . . .. . - . I. . -(PAINTED) SM ISSUE t . . .. . I - EXISTING . I It . .. ... . . . .i. _ _ I \ .,/ I - i . I. � ,.----- . . . . . . . . .. RAMP-- At � % PLANS . . . . .. . . I i . : 11! - . i f I - . . .. .....I I . .� -18-'.-.iAARWTT . : . . . 1 127 PVC r�p jk� . . . . . 1. ... .. .: .. �PLANS : .. . _�,_ -_ . INSTALLED ll/ - . ... . .. . . . . ISSUE REVISION DATE i . .. m 1. . . ... .. . . . - t MARRIOTT . . I . . . . . - . . - , . . o4 . . . . . g.I - .. , . . . . � I . . . . ! � - � N /I J SHADED AREA . . . . . % .. . . . . . .,- . . . . . . I - - .. .- . _ f. N. \'/ "-,,)-' \ / I I . . FFE +8120.7 :. . . . IN'sTALLED 11/44-� . . . . . .... .. .. . . .. . i ! l5d J, FLOW DIRECTION . . I . . . -1 . . . . . . . . . . , I-5 4�, , PROPOSED �'& REPRESENTS OUTLINE - . - .. .. . . I . .. .. . . 4� . . . . . .. .. . I i . . .. . . . . rim---- - 1 - ARRO N (TYPICAL) _ . . . . . . . ... . . . . . . . . I ... . �. .. . . . . . . . PARKING. . . .. . 1 04 CONST DOC : . . . . . . . . . . . , L v/ T --- --�' INLET -S-121 . . . . . .- . . I . . . . . I . . . - I , :L ,; . . . .. . . .. . .. . . .- � . . m . . . k I i . . I .. . --, � OF TUNNEL . . . .- - . . .. . . . " . . . . ... . . . . . . . . . . . . . . . . . . - m . . i� . . . .. I . . . . .. . i . . . ... I 1!� . , k . I - 1� . - - - I I . � . . . . .. . . . . . . ZI-ft., . . % . STRUCTURE : - . .23.04 . . I I - � :_,> -1 \1� t 1� ��_ . B I . . . . . . . . . . �. . . . . . . . . . - .. . .: 1�r x ... . . . ... . . . . . I . . . . . . I FOR PERMIT 07 1 . � I / \ - 1. ... _/ . . .. . . . ! . - . . . . : . . . . I . . . /I - , , , . ----.-------- /�_\t . .. . - I EXISTING ENTRY . . . . . . .. . . . I . . . � ! / _/_11 I '>� " - ,x zo. . .. . . . . . �! . . . . . . . ! . . . 80SW GRACE M 8M.LOV&M� 1. 1 . .-. . .. .l. .9+ ■. . ' . .. . . . .. . . . .. . . % I 1 .. . . I -_ . :__... . . MAIN IN . . . . - � A . / il .-- . TE EXISTING 6" PVC m I � . . . . ALONG 7M NDA710N OF . . . . . . . . 1 . . . 05/06 CONST DOC 08.13.04 1 1 , -- \\ \ / -, ) . I . . . . . . . .. . . . .. . .. . . . . x . - . . I . EXM71NG . - . - . . . . - . . - . , � DRAIN INTO 2'x2' INLET i . : FOR DRAINS ON TOP OF I W E=M-M 0 M - ...m - . 3+ . . . . . . . .. . : - . i I . . . . � . I . . . . . . - . � _. - . k -_ . . - . - � -ipash , . I 1 . \ / - . I . . . . ;I- / /-�_ P� --- _' '---- - 1�I - - -BOX � � . i . . . : MANIMM P s.rRuc7umr - . I .USE . . . . . . . . .. . . . . . . I 1 ZA TUNNEL REV 10-01-04 1 . .. . \ ---/, OPOSED 'r - ,:� . . . . ... I . . . . . . . . . . . .nomm - - __ . . . . . . .. . . . - . . . . . _5� - . . .1. . . . . jaW REVEW. .STAIRS� . . I . . . �� ft-,- , . . . . . r lw 4" �. : .. . . :,. .. . I . . . . . . . . . . . . . . . . % ! 11 k 11 . . . . . . _ . . V . . - . . . - . - - - . . . . . . I . . . , ... . . , . . . . . ONST 01-03-05 � - . . . . I- .. .. . i ,I . % . . . . . � i. -_ V / -� 1;�- --- 1 \ N,11 U. . . flFlE +8121 � 4 . . .. . . . . . I \ . .. . . . . . . I _/_� -- I . 21 1 . .. . . .. :. . . . DETAIL SHEETS A507/508 - .. . % . - - .. . . 9 A FINAL C . . . . ; /-- 4 .\ .. .1 . . _... .. . . . . - ._. . . . .. . - . � � . % . . . . . . . . I I . . . . . . - I . . . . . . . . . . . . . . ___j . - •- D to -\ -'\.- . . � ... . . . I A FFE +8120.7 . . %stm.111imm . :. .. _..- . ..% . .. . .. . .. . 1 .1 . . .. .. . . . � i I V __ .01 I . . . . . . . . . . . . : - . - . . ; DUM 5 05.16.05 - . . . ; ---. "-,---, ___ .. . . . . . . . . . . I . . . . ., . . . - � .. - . . . - . . .. -_ I : AADDEN � ... . : . . I . :. . i . " \-� Vl� \ " , , . . .. . . . . . . .1 m BEGIN LOWERING . . . . . . ... . . . . . . . . . ., . i . " / / .� \,- ." I- . . . . _. . . . . . . . . . . . . .. . . . .. . . ..�. .. . 1. 4 . . . . . . . . . . . . . . . __ . . � . . . .1 , '- . . . . .. . . I . . . . � . . . ... . � . . . . . I � i / �, . - . . . . . . . . . . . .. . . :. . . - _. - . - . .EXISTING DRIVE . . . % - . . . . . . .-" i I i I . / z . iI . - - . . - .- .. . ... . . .. ... ..... .. . _. . . . . . . . . . . ;5 _� . . . . . . . . . . . . . . . . . - . . , I . .. . . . . . . . 1 i i ! 't;��A I I. -, 4 . , . .- CONNECT M . . . .. . . . . . . . . . . .. ... . . . . . �. . i-:: I __ - 3 . . I - - . . .. . . . . . . . . . . 1; , . . . . . . . z m/ #4 e A �, --, g . .. . . . . . . . - & . \1 % Z�% / , . I - ♦ )? I . . . . % . - � 1��, . . . . .. . .. . . .. . . . . .. . . .1 1� . . . . . . ! .- . . . . I . .. i . . - ,� 1-1 \ � -- .. . . EXISTING PATN/STAIRS . . . . . . . . . . . I I . .. - . . . - - .1 . --ol . . . . . . . . , - . . _ - . . . . .. . . . - .. . . . I _.� �� . . % . .. . . . .. . . . . . . . . . . . m.. . . . . .. . . . . 14 - _�-, . . . . . . .. . . k I - i / " 0 '\ . . . . . . . . .. . .. . . . . . . . .. . . . . . . . . .. . � � \ % . . . . . . % . . .. . . I . i I / ♦ �, I . . . ... . . . . . . . . . . . . .. . . . . .. . . . . . . I .%. : . .A N , . . . . . . . . . . \ i : . I . . . . . . . . . . . . : I / \ � , . . . . . . . . . . . % . . .-i- t\ . . ,7t ,/ . ,- . . . . . . . .. . " I ____�j - ____l �9 / . . . - . . . EXISTING . . . : . .- . .. . . - H f'KA ,,�, 20 . _ . . . . . . . ,� : . .. : . . . . . . -1 I . . . .. . . . i . . . . .. . . . . . ,,, I . . . . . .. . . . . . . . . . . . . . . � . .. ... . . - . . A . I - % CONCRETE PAN . . . : \ I ! . . . . . . . ... ..., . .. . .. i-A.1-1- I .INSTALLED 11/04 . .. . . . : . . . i I i - .. . . . . . . . . . . . . .. . . .: . . .1 . . . ;.V. I � . . . I . , . . . . . . . . . . . . . . . : / __ / � \ -\ . . . . .. . . - . . . . . . . . . . . , .0%_,�, . . / -, \ \\� ..l . . . . . . . . . . . . MARRIOTT _. .. . . � . . I. . . - . . Ilk- I ___E, � . I : . . .. . i . - - . .- - . . . . . . . . . . - . . . . - , 1�k , I . . . . . ! . � . . . . . . . . . . % U) _% . . . . . . . . . i . / ",--\ . . . . . . . . . ... .. . . - . . :1." 1, . . . LLI � . . . . . . . . . . . . . . . . .1 - \ EXISTING DRIVE . . . . . . . . - - . - . --I / I \ . .. . . - . . . .. . . __ . . . : - � L.. ! \-� � . _- 'N . . - . . .. . . .. . . - . . . : . .. .. . , . . . ,-,-- . . . . . : . . .. �: I - i . 0 Ix, \ . . . - . . . . . . . . . . .. . . . . ... . ... .. 1':. ... . .. ..._.... I.. :. ,. . ..-.. .. . ...�-...-.- -�N - I k (TO . . . . . ... i i z / �l \x 1� . . . . . . . . . . .. . .. . . . .. . . - V----- REMAIN) . . `l' . . . � ! . . . . .. !k .. .. .. . . . . . .. . . . . . .. . I ;_!�.r ; . . . -_ .. --.-. ! . . .. . . . . .. . I . .. .. . .. : . .., I ! . 1 . . - � I -. . . . . . . . . .. . . . . I . I.,. . . .. .,. 29. : , . i . . I . . - _.- �_ I . i I .- . . . . .. . . - . - -.:;� ----I- .. � \ I I I i . . . . . .. . . . . . .. ... . . . .. . . . - �� _.==�;7 I , sm ♦ "I � . . . . . , � . . . . . .. - -, I . . 1 . .. :. . . . . . . . .. R \ -__ .. --- , .." .. . a . . . . .. - - , L_ ... - I I . . . . . . -_.. .-..� .. . :. . . . .. I . . . . . . I - --.-- i ) . - - .. . . . . I .. . . . . . I , j `m .. -- --- U3 - A . . . . . . . . . . . - . .. . . I . . . . . . . . . I I i . . I " " - . .; . . . I .. . . . .. . _ . . . . .. I - - -- . C�j __ z . . . . . _.. .. . . . . . . . .. . . . . - , .. . . . . . .. 14 1 � �._-- )/ x .. ...- .... . . .. . . . . . . . . . . . - . I .. . . / 11 t .: - -i .: .i _. . . . .. . . . . . . ... . . . . . _. _.I . . . .. . .:. - . . . .- 11 �4 � - ___- i i . . . . . . . . . . . . .. . .. . . .. . % - -_ T . ... . . . . . . . . . . .. ... . . . . . . .. - . . . . I �I . ------- i 0 2 w, . . : .. 'f � . i�s I z . . .. . . . .. . . . . . . . ... . . .. . . . .. . - . . . � . _ . . .. I .... � . ... .-.. .. . . . I - \ . --- . GRADING & ; - _ : . . . .. . . - . . . - _ . . - - . . . . . . . .. . . . . . . . . . - C) , . . . . k, - \ ; .... .. . .. . . . . . .0 _-_ lk : i . . . . . - ', .11 ,-N - . . _. . . I . . � . . . .. .. . . - . . . . .. . . ... . ..- . I .. - 4. - - -_ . m . I . . . . . . . .. .. . . . . . - . m . . � . _� . I I � . " I li . z . . . . . . . .. � - . .. . - - ' ' 3: / 1� " .� \ ; "� I . .. . . . . . . . .- .- . . . - _ . . . : _ . . . . . .l . . - . � , -_ . - � - , '.-.. . I . - . I . _. .- - . . . . � . . . . - . . . . .. .. . .. . . . - _ .:� : -. I -1 �,,,Ai "t, - .. _q . , . '1� I . . .. . . - - - . S% .. : . - . . . . . . . . . . . .... . . .. . I � �.� -'A, 1. 12 . � \ ... . \ �_ . m . . . . . . . . . . . . - 1 - - �m .1 i . - . . .. . m . . . . . .. .-, - - . 3L I . ! .. . . I � .. I - I "_ - . - � . . . - . . . . . . . � � , , tl .--- _-___ i c " 4 -- \ _ - . - . � .. : .. . . - . . . . . - . . . .. . . . . . . . . . . . . . .. . . -_ I .1 . � DRAINAGE I .0 "r \ . V,-.- - N 4 - -1 .. . . . . . . . . . . . . .. . . . . . .. .. � . . . . .. . I '. . . . . . .. I �i . - .? 11. 2 -1 "I <J . . . . . .. . I . . .- . . .. - . ., - I , 4, 0 � _� �-___ . � ,: , - 1 . .... . . . . . . . - - . . . . . .. - . . . . . . .. .. ... . . : i.. 1 . .. . ... .. .,4 ft 1. j�� . . ___ ------ ...� - 1 . . . . . . . . . . . . - . . . . - I � . .. . . . . . ---- -.J7.V---�7X----a-78 ---- % I I .1 .1 . . - �_ . . . . . . . _:��_- . � 10-1 I I L--l" u - / I . : . .. . . . . . '1� . -1 km , � . � . . . . . . . . - - -. . .. . �. . . . : ... .�_� . - to.- AL --y s_ _ ,jjtj&j� 0 \1 � \ 1/1� . � rl - - '-- . .. . - . . . . . . . . ;_ , - . . _� � 1 �.f� . -ffg--.-7-- _ - - . . ... . . . . . . PLAN 1 . . . . (9 \ 'I- \ z . . . . .. - ... .., In'l -I ---- i . . . . . . . . . - . __ i %� .. . . .. . . . . . .. . .. - - . .. . .. . . .4- 1 1 i.�;� jt�;I , _ . . � \ -1 . . . . . . .. ... . .. ____Vx.�� l � , .1 . . . . FIFE +811,30.j� . .. . . �_,. V - I . . . . . I _. . . . . . : _� ti- _- . . . L . - . . . . . N. � . .. . . . . . . . . . . - . ... . , � . � I .-- -� - . . _$y.j__.&-yjq.__lqV;9 --- -_ - _ z I � . . . �__ I- . ITE-__ . . . _sys, . 'm i 0 . I - . . � ,_��, x V - , .. . . . .. . . . . .. . . . .... ... . - i�_ . _ T- - . --g - . . . . . .. . 9 i - . .. .. . . . - - . .. - �l . - - C., -- p . ---&Tl " . . - - - i . .4 1 . . . . . __ A. - . . . . . . . . - m - I . . . . . .. � . AF"m BLDGS. 1 - 4i >1 .. . * �!,j _. . .. .. . - .. .. .. . . . . . ' 'I 'll . . .. . �.� I - -_ d� . _sV1. . . . I i 0 . " .1 . . . - . . . . . � . ... _� .A k 1: .� � 0 . __gro . . . �l - . .- . . . . _. . . . . . . . " � . . i ! . . - .. .. . ... . . . . - .. - . . . I'll I--------- . %. . . low-. . . . . . . . . . : . . . . - . . . . I � .. . .. . . . . �l - ... .. , ir - - w . . 1. 'El . . . . . . _. . . . . �i - . �� __�sm ___Ivvs a) . - . . . . . � 1� _. - . . . . . . �l ____�,__;�p -1�lc I � . --SV3 -� ii;;'Fll�� . - . . . . .. � "e - .-- . . . . . .. . . . - *�� - � , � 1-f- s V4( ' . I t, t V- t , - Al �� 3� - .. - . .. � . . . . .. . ... . - .. . . - i, .;�. . _019 . � I . .. - i . - . , . . - . . . . . VS .- .-- �� . .. .. - . .. . . . ... . ... . . . . . . . . - . .. - ,-gys i _WtT . . . V191 . . . . . . . . . �l - . --1 .. . . i - ,�!b . ... . . . .. .. . . . .. .. . . . . . . _� , ;oilpll__,_ - - -..;-�, .--' . - . . . -,mm . VA. . . . - M*la W"a Mom 97 � �; . - . . .. . . I . " � I - . . . . . . -__7,J,4 . . .. .. 11-M WWA-lu .10 �FAX*"-3= - C003 i .. . . . . . ft "irl'o - _-,--' . . . ll� __. . - � . . . S� 1� C> �. . . .. . . . . .. . . I-- , - � .iVA . . - cm . . _ _4 . . . - . . '. .. . . . . % _. . . . ..- . - . -_Z�=�-- _ - \ � __� .Ly-# ".JV . , . ___---r_-lw�,__ -----.---- .---..--- ....------..-----.! -D _ 51�_�� . . .. . . .1 . . I ____��:=� ---------- I__� _,;�lta,_e .�l - 1; - -__ . . . . 1�1 . -6 --____ L > . l=jrw=) ---------- - . . .- . . . .- - . .��l ;;� � - .,,,v-,g 0 N . -' _ �`` .I' - f/ / 11�` - s ,� - © 2i7©4 4�iG lxr�C!1!T.�!TiDrc. Iii. , / t k_ ' � �_R % `- / ;�1 5_ `+ \ EXISTING iIVLET� ` ,1 _- i i r ; -�\ �� +-� k0- _ / _ / \ RIM 81 .2 i . � 5� ;,_ ; �� % `'� - - / / . '°��. .INV. fIJ x:-8099 I r /.�- } • Q1 - R �. • ': !Y'" INV., OUT - _-s'� F �' -09 ►� �' r INV.'OUT = 899%.31// j�/ _ /! ' �� `,� ECT TO 1 I �1 I i 000000* -ap - f / r - �_ �� FISTING BIKE P► • / / I PROPOSE fliA\ / ��}�� `' "`�� i . .., �z,dp�l ago �� f - A_. .E. PR`OP.OSED / ` / �° spill "� -' Y� a� ✓' ,J 40 I' �'Fv�, FA L1� CANC E .END - / -1 // _.s �..�y 0ygT�1-C14) '04 �' � I I i l�'� S F ; _ y ` - SECTION % `,Y e.6 CaR►�s .-- t z. i -` .I- - - N 4 f . - L sr - / / V --- �J-S�. sY � TS '`'_ \ [1 t" 11N K 1_, v' I I �� Ij __ = � =�� - // ��" s��{#N pp, r,- ' -S,V7)'' A -- : , *_ � ' TING INVT i � T 1�1 NG: Uj+i N Fl TIC '' _ / gIKEr/PIE r _ss'a _ r PAN- I. 8105.7 1 -- - IJNE EXISTS fN VI�INT� OF THE - / �X n[•1G -' .!. POS519LE SPA s�P"� s YS IN T = 102.7 j I • _ BIKE�94TH-- NW 9E'�OCA D. `" . ' f. /_ E �� LOCA�1 t°S -- , `•` 1 - \ . "" 1 1 71V IN 81 2.9 i I 6040 - �` t-' �- - API _ ! �.r \ ;� tt 5 �i , , - Ih � /- fr - _ �sv� -Nvq •� r PRO OS 1.:� ' . _ . 1_.,r :A `- 00� - =-- _ _ STONE OUTL i i - � � - 9. .. _ R�- EXIWING .18' P , 1 1 F-� O TYPIC - r ` �� - .. �-- SETS sH�T-X010_- !`� �' f` a A _ - y„ 1 \Z \ NV N T 81 1. 1 i W a avo _ -.- = - - - ._ - " I i _ �� -r 58 %A e, r \ �`TO REMO � t ). I �"I i dip - GRAC��' �DRAI)y _AaIIIA"�- --`- _�•<. � �" _-� i' ]� STOW Ma ,IioLE `\. PROP s'�aNCRE €, r � ' _ - _O � d rd- :; _�-` �- S MH71 I€MQVED : _ AITA St ft do } L~� ; --- - - - 01� STRUCTU RE,.S- _ + _ �� iao �,�(F PA A O ' _ -- __ _ -.i" �-�� r4 ti 7 1O$- = s 11l--� 7.Q 'A n i -� ��... i f' /�`� _ - - l I AL - �� _- - s a r' "� r 938+ rRQPQ5E6'3-4 w°°� 1 r 1 ` y _ i *� 1 ..}'.. _ - -- � _�= #'�� fi - i .yam - 1 _ BUILDER WAl1 . ur , n �"y fu �r '� STING J1 CMP `PROPOSED FlNI!8ED -- - _ _ _ -i g ,�' -_ �S� '' '� _ �i 1 1 W ;..I i t .�� ► �'A► r^ - ___ -- INV�fN 1.1 - GRADS COFtTOU!T - �- - '- - �'�.- 1, . +9.5/3,1.5. . _ - 1 = it ±t•1 W O.'. ___' - � _ - �ifVV O 99.1~ ( ICAO - y.r - �•r i� +8 68 ° _ stt a , n 1 i y `'' 1 I r"y i.cn r - - --- -/ I\ :[+�' _- __ IA-BE REM _ _ - - � �- o , . - sr, t � 1 - \ - i G "..r-F` _ - - ,,�pF$ -n ,`a PROPOSED. Pat.000E t , , j r Ift_ W ''�. i i J- _ _� r - -ham. n MANHOLE Your 22 { 1 i _ _ r�. �� _, `� .F.: Y S - �� '�. f S�MI.110 1 5 1 . § ` ` -. +-� i - f cR o�I-- -�C _ � ,_ -� �r I - ___ . :+9.5/x. . . - �. 1 Q Q _.d_ UiHTAIN' ERMISSION O 11DE- I �-- 1 I .r.., _ i it ti l , w �.� P-R6PFRTWNm Y-{�fFIERS _ - 01 � - -� �s PROPOSED G GE s -, �, R� i 1.- _ _ - = f _-- Sep _� �ti, � .. � eirn ,�1 � Tl �� ,h �- � ' � W __ _ - v- _ �r - _ - ��-_ - - - b _1�= - - - - - BOULDER`- A - - - _ _ ` --e #w` " - ' `a 1 1 1 W -` ATH _s� _: ��w _. t r. - - == .. G I AN P r ..-�+t - ''a BY. r' -; Bar I '� ! F� _ F _ r� ESQ - -' .T a n = _ �'�" 1'`I ED r 1 _ter . PROPOSED 1n a - - l t •.7 1 P4 = F giKE/P - - -. 1a. a ; r�,._- G r�! evv --A&a- -� y _ 6.88+ MANHOLE t �� ; p� +��: "¢ r 1 (f)Sip.- a F-#-- e _r,rs - - . S--MH7 .- _, i � � _ - 26.4 , , �i y -�- - --- _ sB 1 1 _ I ,c l i �': ''��' � Sv+�,,o J i PROPOSED 'Y Zo e' " _ i.._ �' 21.4 �� '1 � € _%~� J' ;_2 w :" / ��y \ BOULDER WALL '. - 9. . . - i - 1�/ s � y r tsx '. W f /? : - x CT. INS FROM 20.8 - A 7- .� / a ! COt fNE DRA +8.8I i e ,v / A\ �'� t A . - IL T » sue' 9.0+ r i E .,- F % �11NNEL:INTO PROPVSEt3 _ _ { W J - ,_ ,. ;. EXISTING 12 CPP si- , - , O �•� t M CROSS ' S ORlsih� - - t / t i �� _ � �-" SEE MECH N AL - f:... - �-. � � ON i$1 r z 1 .W OBSTRUC'f� • r - J 5L ON PROPOSED�- o MA H a 5 N OI S - � - f s x r -3Y�' 2•- - - � - - - TALL GRA u » FOR P NCrtIVS :. S a/`' 897.4 - � 0 IN OU i -' � ,ri �` -:�: SID�ALK TYPICAL .� �" t PVC + '� 85 �'1� - DRAINS IN U i t UCiUR 3 5°HEND - ' .,t +19 . > , - _ ' I N - r �th L�- I `_r- s i l . __ �-... 1 - is � . i _ o INSTALL SCUPPER HOLE = aJ x - -+ dP fx _ , - _ . : .ter ,,` Aw I / x_ 1�. , -. / -j c 0. -� / R AT ALL DRAIN �� -_-, _'� 1 ,\ _ IN WALL '?' .. - ST MRS c� : 1s.S6 �" F r i vwtt�c/ __ -�- r i i + F Y _ r fii� : ' - � .PROPOSED . . f�.8. - .... _ .. . ,_ _ :,, � ::3 - i ---- -- '-----------.__ - - � _ E INLETS SEE .:_ ..... -. .. .-.. ... _ ., � - - - k �_. C ,- = .� ��` r 5.88+ - 11A - � ��" 'F - 1 J - - .C .r 9. / r° �' rr r 13.0 _ �. . :: - _ - _. �� i I r l �' _ / f _ a 3o-k I / - - .. -=.-. -' --_ ---+: 3- -; a " / - - .. -._- ..-,.mss _ _,--, -- :..- - -� _ - _ 'el 1� tt / P AGE 11 .. = _• € F ROPOSEpa� _ r _ le . �� -� �~ - \ 1 1 . - ,-€ = �-. --.�. � -.. :� --. ' .�: ._ .'-: .-._ .. :_.: ,- - � WNER DI:VF?t�)PF.R SPi�E OF FOUNDA110N W --� 1 ,\' . �r : ; `-:- 7 L{�ERT - STRUCTURAL s - 4 t �' 1. b _ X ' ti..�,,.. �. i PI�POSED 3 \ _ v.,.._ _ " Lk - L- _ E Y .- +-117 - - -$� - - - \ - . _ � c I T \` �� - I RESORTS - -T .� _ � i- vA�L RESO T - - - . -. --°- - �' r E 4 z 8.5 _ \ S ---'I-�-- e 1 -� �1} S r r. I -1 r / , t _ , :: ter. - f- - r a � 1 DEVELOPMENT 7.3 F.: a �f �► TiNG CU EXIS - 4. �k { rr 5:8$ - .f8. - - 1 � 8 + -- oa 1 t / R /� - - GUTTE a .- .p +5.8 117 \ Y. r V C 7. \ �dg %I' i -� - y F COMPANY 3 C - f - J- L-\ �'` f I T r S I s 3 �7 1 �' rs / I �-- - ,` 'f4 8 - - t8 O E � li `�: AVON COLOR-ADO - _ t + -- 0 eorr '•\. s EA - - PROPOSED AR r - -,, ;t � � �� =� 1 • � �r 1 CONCRETE s - _� - ';• PROPOSED CR TE _ DRAIN TYPICAL / e'7` ARCHITI4I i C { ? - i - �1 ; f .> STAIRSSEE LAND§CAPE 0 �FE 0TIL1, ' 9 REL . -SEE-SHEET :� .�•� 1 JJ . `ter'- - _'- {� 1- . ;-, �. i I PLANS -�.�� :.�,r- � � - - _ REA �-- K , - - -t: -- r - - - •F-- k .I. 5 °�: 1 i +5.8 17.8 - _ �9 - /� JJ 2O 5 PRO 1:.' i 8 .1� �.+ 1 � OSED `. - 1 / I �. _ osED S �- s 1 .� 1r $. MAN ,. - •`�_ A ACi-lED 81KE - � - 1 � i 8. 5 ei ��:• - '� J� - S ANHOLE _ !.: E _ �r SE ME N1CAL PLAN ,, s �.-' __ .:: ,° ;` � � _:.� .F.: - - - -- - - - �/ .A- - S S - - 1 -� / - 9.i2 I �FNV OUT 809 ;' i +1 L_ 5 8: -- - Sa''r - - I?I i�_ IBE f l- o NG iV I �'-PR OS - - '\ =+ �� . 1 - PUMPIN $. - 1y UC RES TYPIG - � - n � i Denver,�eobrado MA LE { - - , 8t . � _ ✓ SSARY FROM . .- - _+ OSED PED N 1 ` b i i` r �sRt MH f l �. j'. / I r - , i T I . s WEST DAY LO i t _ °I7�: 9 _ .� _ AND EM RGMCY A , i o :` y PR • .. MASTER PI.A.tiN + .5 17.5 } ISTING t$ iP i - -`- o i1-#1NIMUM A f ocATE & y - iFLO RECTiON - -� - j' l- I 8 \: VF Ii!I 117.0 DESIGN ARCHITii(I' 1 -� ,�� 1 `� ._ -' _ 3 124 $I S A5 r s x` tI�OW { T 19 w .� `.� Vii; - _ 1Y REQUIRED 1 v _ +�1.s , g� c . - PROPOSED API -y _ ` _fI vo HART HOWERTON _�- ; !' 1 = ° ,,:r.l 2 SITE (TYPICAL) s 1 4 , x - y-- _ ,' / . TITERS . .� - r 8 - n-- -'K - _`",,.'- - _ / _- �'" 'ra / - - i NEW YORK NI_1Y'YORK z 1 yf __`� �� B1 ' - �" v: +5.5 17.5 � � �u -.r .�� ' , _ �_ � - . _._._ ---� � � s . - �` �-- w -yr- - A _ 1 5 I - -mil_ - _ r ��- JQ,!� - _ - - - _ .�-"` _ � __ . "+. ' ✓mss v , 2 .-�" - /'a. .� � STRUCTURAL ENGINEER g-' #. - -� y f Y ERS MONROP.&11iEVGF:13.FNGINf f:ILS INC j _ - -- - �� F - _ - - - ,F f � I fz- 'a -� �"'-_ `'t-,2,- - r, - .�-° : �y:` - �---` =-.L � /� �� I __ A�ON,COLORADO /•y� t 't 4. 1=.. �8 = `.� �~ ✓ r • g 9`� "-F° _ _ _ e s- - O I f - . -� s r � .�. 8 - i •1:R _ - i / 72 ,l* - MECHANICAI.HIF.(1RICAI.>ENGINEER r I� BOULDER -5� �- - _ � HT 'v 3 RETAINING WALT_ OVE -4 1>�I l r r-= �. -�;�;- �- - ANY RETAINI 6- � N i`` '�� a - .�� "��}_- �,. .e � _ ,��Y�:�._ - -�-�- / _ �� M-F.IsNCiI�iIsERS,INC - _ -��-:- - �_-�: ��- � H�� r - AVON,COIARAIX) I _ �= AND ALL LANDSC E~5`1 �iIIAtt"S f / �s ,. ? - /- - ....� � _ -�� - �=_ - � DESIGNED BY OTHE 3`- � �• `Ma �_ - --� _ - `�_ _ °'�� - - - - � ' ?s r^ �` � had r 1 / - - \ - GIVII.I:,NCitNfsER i 1 a i _ s i �� ALPINE 1•'NGINEERCNG,IN( 20 . r - t � -'' �.s -r.`- --F-r-- = - - ?�- - __v �� _ f' / S / I � / - - _�"--- / I VAII.,COI ORADO i _ a, � f SHADED AREA _- � I /I" 4 1 .a _ M AI N TAI" L--0R Pd Arm _ � f -}-_ � i _ `C' -=."Eas- - S `.j` - / 1 1 - ' _ Trf' / }t t,. - 1 : 1 REPRESENTS (�j �TLINE FACILITIES AND ��' -- -w �; -� `, `I "N i �,; _ ! / � f s .€,S `/ r /� �j`> I PROJECT NUMBER: 84253.3 EOA 4. .� 3 _, r � � OF TUNNEL BE OW APPURTENANCES BEFORE, � - - / �! / q / / / /k-/ . =b t ; DURING AND AFTER -� / / f` /-. 1! _ i g 1 gti : , l / °- ISSUE REVISION DATE _ _ �r. "t r , CONSTRUCTION - / / ♦ / / / '', �, I Y AILS f 13 \ 1 _�� Y� �` ! / / %% `F / / // < ? 3 04 CONST DOC ` ti� - 7f 1 tz g / / / / r / 1r--/ �`_�j�v _ - FOR PERMIT 07.23.04 - _ -� 1 6 1'�Y' r - 1 r t C = / - / r' +/��.r v' - - - - i� �1) " _ _- _ \ i �� ► PROPOSED 513 1 , --- .-- / / / / ,- /' -, _'` i 05 OG% r �� 2'x2 INLET T FOR DRAINS ON TOP OF I r ��" __/ /' :; x : / / �, f f 4. CONS-17 os.13.04 r / / _ / s. - /' 63 �-. �`�� TUNNEL STRUCTURE SEE _ .; /: : �. f &-'I f f f .. ,. ; V l0.©1.04 + 7 508 1 - ` `3// ♦ `,h ; / I 5A TUNNEL RE - t - / twoD�r wAL To l�Tr DETAIL SHEETS A50 / � g' ;= / f- / / , j I TERCEP pR b OIL S B/tdil�7LL -RE:S7RtlC NRAL p� � � I. / / �' / „' 1_ // - � - j A FINAL CONST 01.03.05 " �• ,I ♦ - - - - - - - 1'-. L T � r 41 •/ / �:1r�,- f/ / 3 - / ' /; , f' 1 i : P SEE SHEETS C007A, I c .---. r TT 77 4r - 1/ // / / /i v / / / '� 13 ADDENDUM 2 01.19.05 r�1 � OPOSED C007B & C007C FOR : _ - - _ r / / / / "v'` f 5'/ a / �. /,-- I �P MANHOLE s--MMt4INSTALLED: 11/44 . . . . _ - ` -� �' k ,' /{ i DUM 5 05.1b.05 i k -� - . STORM PROFILES AND \ ; - r ,�� /" - .1/ / / / f.'` / / / ��.:. v � A. 1 AADDEN Y c .... �-- PROPOSED IZ.7+ _ RIPRAP SIZES 1 L` ; g� ,f '& ;' =/ ( / :'f" ,��x � ♦ �.:f i' p. - t_{ ,, I IV I TYPE D INLET 16 2x2' INLET - - ;s, N / / ," .% / / , f l ? ` / ', c� . - �,5,g INSTALLEQ 11.VO4 1 "INSTALLED .t1./©4 j f ,'/ / ', / /" r tj/ / / �2 1• f;" a1•" 'r% �c PROPOSED PARKING _ / I �B 1 - - .STRUCTURE V`� - A{I\.I - - - . - 4 - ,�3 / -/// J o� `i ray f- / /' f. - // " {s _ - is SEE ISSUE 18-MARRIOTT: 1 �� 9 / f ;`: '� i / °.. - / F - f / i/.- F$� ��o \ pRIVE & UTILITY PhANS z s ' ;'� / /� �! � x j� / ,'/ - /' =�!/ i I \ 5 1 INSTALLED 1.1 04 .. 5B 4 1 1 tv I I / / / �h,tipm.1* / . / � % % / ; I --- w =8� BOTTOM OF WALL (BOW). ELEVATIONS SHOWN `. I - `" -->> 1 ! / /� y�, ;' � / f �'" j ♦ E , '0 N - 1 N AR THE BO1T1 1 OF.THE I / / �' /%, '/ / f `'' _ - , % / i c� - .. ON THIS PLA E -_ / ; { / ? _- I�STALLQI(IRN7S 1 �1 I j �� y / - . . i. _._ - -_ i _ EXPOSED. WALL ! / / / /. / _ 9 tow 21.5 1 - � � 1 / / / ` J� / Xworma for - / / / - is p 2 . . 1 '' I , g CONCRETE PAN" CONTRACTOR .SHALL :SCHEDULE SITE REVIE �. _ 1 i. _ q� /. .. . Crrprc�). / i / / / N . 1 NSTAI_LED �.. -" / Al IMTH CIVIL EfiIGINEER PRIQR TO INSTALLING ` ! / : � / / f` R/ '' � / / i :ADI=S THE SAME . PROPOSED LOWERED.. - - - ;i r / / �,, / !` � ,' / ;T / :; / / / i%CONS WALL � � _ 1 i i � / �% /�xs d /, ♦ / I (PAINTED) SEE 1sStfE _ Dt ivl ..sEE �ssuE B EX15°TRIG - 1 , , ; ;� �' ; � / I ,; /' - / i iis 0 . .. . 1 - 0n } F PLANS - I , fir/ . . �- / "? y G R A D I N G 8c rAtis _ - -. INSTALLED 11.fa M�4RR.i{ TT i I /. w / '0.7 IIVSTaLEp 1 /off _ . P`ARf.G EXISTING: _ /'r // ; / ` / / �. :` ./ R A! N AGE ' $- . . STRUCTURE PAF INC LJTr / �.,/ f f - / / i; cc 0. . . .. . - . . . . ► /,� ' . ; & - - o n: ;. I �►� P L A N 0 : GRA!)E .I % EXIS"CING ENTRY 1 I /, �(� I /, I' . ,. i- /. / �.- _. � - ' - 1 YwL REMAIN NV �` / /:• j - "- o BUN.DINa 't1GN.OF 1 /f � ; r - / - ; n USE N 3 / __ - _ BLDGS. 5 8 E7415fiNG . - r: /, l� �' . _ '-' _- i o T PARIdNG S1Ru RE.. 1 /I / f / '` ; North __ M �p�� STAIRS - / / / h4- .� //) i Ail1L. GR hVJf IfG�IC1� - - ' - - - - - - - - - - 1 - r` _ I { i { I / s /- il' •' I _ 1 f C / y - ENGINEERING INC MM THAT 1 It No. 1 , 1 � / � / O °° T411r EA ' 1 - r' I f '.I �� .i / ' a' 1" . P.D. OX S7 I ; p is:_ ti �_ 8 C004 y I t i_ , / / �, 61632 . . . . i 1.. 4 9Ta f126-33� F1UC ti2e-336o Im BEGIi�E I_owl RlNC t ', 1 / if // / `.• , ! y/ - / , . �� . ^� / 3 o C5fIC1 E6ir 11DI1� . 1 (t :'.)° i 1 / If "�• n Scale: 1 = 20 0 1- �Q 2004 4214D ARC41TECTURE, INC. i➢ VERTICAL SCALE ` r J 1Z 0 mommlio, 20` HORIZONTAL SCALE I . 0 20' 40' I CI] rrW �I � o r w � r cn A 0 w � : APPRO iMATE FINISHED GRADE I � � RE: ARCH. SHEETS RE:SHE T C003/C004 PROPOSED TUNNEL FLOOR EL VATION O EXISTING A505—A508 FOR AT CENTERLINE— (0.12' LOWS THAN EDGES V GRADE WATERPROOFING DET:41 OF TUNNEL DRIVE AISLE ELE TIONS) — --- 1 OP OF SLAB RE:S M OF SLAB ' RE: MECHANICAL FOR RE: ARCH. FOR ALL TU NEL _ � v_-v —_. _. - ___—___.—__ BC I Z E:STRUCTURAL RE:S UCTURAL PIPI -fNStDE � E � �T _ rT� I) A203--A204 AND SHEET'S �RE STf�OCTUIT� FOR�A[:.L----- �� --� � F��/ � _ STA: +69.12 ELEV' BIOZ76 STRUCTURAL INFORMATION RE:STRUCTURAL 3.o2x A301-305 TUNN LOW POINT —1,00x .009r PROPOSED AREA DRAIN DA2y a" STA 7+11.67 PROPOSED 20 BiOQ DD N T STA: 5+63.91 TRENCH DRAIN M a IQ o as a n °cv n' GRADE BREAK °w t SEE DETAIL SHUT 8011 °°D '� a°� ° m ui cd ui a� 0 STA 5+25.90 .a a _ _ _ _ f=LE1h Bl 04.35 N _ _ N Q v o PROPOSED AREA DRAIN o STA 4+69.12 co °0 aQ °Q on °D°° °0 ao 00 CO '�co & GRADE BREAK °°� CO 00 m co —00 co 3 i � 094^.�'LRiDr•V11.UPL•R I 5+00 7+00 6+00 5+00 4+00 3+00 I i VAIL RESORTS DEVELOPMENT COMPANY I AXON,COLORADO ARCWTLCrOFfWCORD �-�1 �.•��I � ! � �.." ".. `� ......� `°� e.`""� `��•` _`-.' '--- ~��""��"',��-�f�+�� "�"' � ,...r �� ..-•^•-r ��- �j w'� ��....� - -�_1•-_3rs-�-.swa--�_s�.,�,r.�s,� -� "•�-.� � �_ -°i.� •�-_1y �� y Y _ ` -r..:.,r————— 40L- ----- I�CRV9f.l.OlOISdD Scale: I d�Sll'-R PI A,�Ikii R �.r � J _ _ I� y � � � ."<.. r -y' -'_ ---��: �-�� --�' -Y "-'�^' -._� ._._...� �� -...-v w.�...� �_-� _ � � --� � •� - ._-'-� ----'-t �_....._ .'-+ �r �-" _�„" �'.� � -.mot _�-,_.� .•_.� �-� DESIGN AACHFrBLT �.-�: -�-•� �� .,� `] --- ,�,� ..` � -e,w � T_� _"_-•- �..� �. __, -_..� ,_.,,. �• 1•�' --_�-•- -�"' "".�. i-A� � __._� _v.F-yam _ ._ - - , ` I * _ - = � — � ry' ��r' _ �� _-�^- -- _ y J — l �_ ~` �r �r � t` — '� .�� f��` .., i HART HO��GERTON 1 f� h7:W YORK WiW YORK t �z _�z _ �r - �� y+ e — {— _ -- �[ �_�+ � 4 - STRUGTUR AL �iG4�iii1 A !< ' � ' -- °�"��-i >�r'�j.� \ � '°•r••a.., � �,�J � r --.•.,�„es.^�y""� -� �.— �w. '� �` l"� � �•— -^� � x � f � •��s',� �46 - "` ` ._"`— Ac r E:1�. �IGL1i1sTR5,LVC K � - f �, � 1� •��_~ —``'� �. -- _ � f _�- � � � � �� , r, , � "'�_� __ �..� 1 r •�J-�Y,,_�I � i AVON,COt.0it�1,]O I lA-E riNKrIsi11?RS L�iC _ W J /J! _�' dC _-_ ''x� 1VO�i 4�lORa�70 1 LT I F _ -. � ,�_ VAn,CULO ILADO ! xLi 1'E wNC;D;EERL-iG,D is ' �— ' If _` ""�i y _ r •` 1 1 \ I 1 PROJECT NDMB� 84253.3 If f SEE SHEE13 0007 —� it ti f f a I AND 04078 FOR STORIIi �` ISSUE REVISION DA i E f t --" / SEE SHEETS C047A 4i �3 - ' PROFUS 'k I 478 ST -As �r�s \ S 9 04 CONST DOC I -S�r 4 1 t 1y&r \ CT DRAIN y�0 :1 7/� TUNN& IN `~ 3 r _ 1 ` STORM FOR PER-MIT 07.23.04 ! l ? i (r� 05/06 CONST DOC 08.13.04 x � - CONNECT DRAIN PIPES � � � 1~� `�-- �� 8 - - ' r x _ I f I pp�TUN�l�E L INTO . 1 7 - ( I 3 --:L - ' X: , '?�1 •�n r' 3 � I ' f rI{�Iryr7f,Y STORM! SEW 1 _ - ` \ r .� - r I m _ ;, II 1 F 1 h s' _ 05A TUii►tiEL REV 09.10.04 y b- •s;l- - 1 i 1 �' ! -, •:�:- `-- a,e- : s rig I # J 1 •�.. _ors' :'•, ... l .� ( - ��'tiI'� .elm. �{•. � t;: - -_ .?•.r 3G.<F": x6 .� .�i�--: - � ..�. � �„rte. `�. 4 - _ i _-: - - �•• . �: .� � -.�•. - - .:-� 5B FINAL CONST 01.43.05 x ' -.ri= _ -n' qua •7� -t'�-@'-r: - .i -�- ter" > - - _ y �. _ _K- #- -_"t4': �.,a- '-t' 4'.'. •'aM: �S,S.Y�.- �- .,�+F._ �x"' s;<. l :� H�, Y' - _ •'�- - �s"�- 1 1fi- `f _ ic':a- b"rd �_�: =tip!.-. +s� .3-� ..a•-+ l,.S o- :�' _ -T°-- - - -a•- -_ -y�.-, :r- `-k- -�_.r-,- -��; r. .;�'•. .a fir: + ��- _ _ _ _ 1 D Yl 7 0 .1 .V f - - - �:� :�° '�. •-� ter, � - - - - - ^Y X' b. - .a. 'fir A •i� ; �,e� k t �} sa_c , ,,•--.-,.- - ,...._,,.__-:- -. , .. t '-, Fes:` �.:. -� ._ _. '��..` — _ - .$- �. -:4-`d•- - - -1 ��..k - �y : i� -.,=.� � .�a5 � '�+. -.�`} ,ter•-LyS .� -�&.-- _ _ rr• � - -�-- "'[^".- '�i.,� °�°� _ - -x,� -:.`..c 4 - 3'G "r --nY - :,a:t z _s, S '.9 :>i1`�. e-i • ~ra �. �, 'Y` - .' -'-_- -- - > .a+. _ .th . - -..,.. -.- .. � y.. <•'-s -: "i }- :'st` *:: „-< _„'f+ - - L. `S�` :F. c1�! -.l# _'T' _ _ S, _ •?' - - Y- p� --#sue -_�"� _ - .r'� - .rh- _�- - � :.> `�- -3:" - er. ='."S •� ,tom- fg, -"•�<.-{ 'fit.- ��. _[}" - ":� - � >�`� - i; : z ._ � , , � .�. . . � •� M _ - .- _ t �- ,!� Sl � - F. .,fin aE .l$. .Se.- � �.. �,5,� g -r• � _- _ � a �_ _- _..s�"��.- n-• �.s< � .•a: -. : 4•_-, �,.-.-.--r. vr- � -�`�.. -A'-. yL, .+y„ x4 7-- x ` __..._. _ _ __. -. -,� - to ,rt _� _ t a - :s.-. _ _. ;, r-. -.- � "�" `� -�. :�`� ,k.+.- -<e:,. _ 1. 4._ -.i r - `� �•v,_ '-'f� _ - '''� aa- -ir, - .�- r�°• ,ice $E F R1P - .�- ..� :t `_�.•_ -:�--.- -r'- -: as w , t T, a .: "�iS .. - � .�..� . '>-- - - •:a ..� :' ,:_ :-- --:�: _ �>, 'a� �-' e _ - j� - •-fin- $ =�-`� - sus" -.� �- - k �`- - l 'fi' F'� i`g ��'r d...9:-.-•L L �F ,t'r _ iK t •`,..- A - � 4,i`r�.-=:4' �... _ .'- -, ��• °' . .`�,�'�° -° 3' ->:. _ sue" •� - r.. 5- F - - - ..iK' r -• .. .z .--. -� --° <� - �', `�,' -�' __ �.,.�! c�-. ,L- ..�.S:F r� 's a �.-r 4%.j.s ' .. _rte. - �s �£? c, >_7-+ - .y,,. -•[�'' '� •� > --,t �' y -�' _ -��.- �-r '�'- -air;' � f sati:- •%-'S5` :•F e I -� --,� _ _ ''•fir--. - °� -a• - :i=.` �r-. _ _ /� :1 _ _ , ^4"u _,n •_/C Yt4 - -15,. .N,.3il =��§ F" - 'E �—s � 5• _ .tt� .J. . r - Yr, - .z ��-� � •ti• _a, ter' •�_ ». 4 2' �'9';- .,i-i� .�> ^i-^ sf ..a°l '-ice '�• �x" .,'Y.., '':�_ ��~ 'iV -: `.]� -at 1. En I.2°- --•it<t .-� 'fir..- -1 eX'. .�i'..T- l3 � Jamy.... �:.�:-. , -� .- � `�: ^ - _, _ ]-_, rr^.. r. -1:=�`.: - .F.�"i T -f. .+ _ �[' A•- r --TS _ L.. _.- l 1 _ -:.--'rt- .... .�.:Y ---'-�`• .1 _ - .` 'iv3-cA ,b.e - .'e' �'S"-t r� y -e ,.3 - _ � _ 1 �. 3' � ia-S:^ -tee=" t� -.�..�� f�s.•� - y �.w-- -i,-s �t': y%'t,?a_,-1- - �F- 4`r`y r-'t r:.�":F`-'SSe. - - L :W ��:✓' :a:.:.: ! }'Y.l'-. _ .-::-. --v' Sa "T ._._ :•^i?-.. >:-f'=- "4 -t �,"-�x :F ..l '7 i.,cr+•:. s ._Y3. .: # _ - _. , , : .l. .�,a a5: r •fie+^ - � '� �. - .,� —•.-'_ r-- � .. _ -., -H - ,.: - ,Y `?-.: - � ra'� s-r�-• `4..:- s,.tz ,,,r. - - � - .-=f-� x�'ry'- x i-_ - --�° II - ' t A T1pNS J — RE: S _ Ii I I law — TO }RAL M�ANlCJ1� S \1: Z� FOR N, TU FLOOR `�-- elra TO DIRE C ��,�-=_- �STRLICTU ORlrll� r \ t K m --- \ a � � L � � I' t�. � '� ` T w. �_'I�l 1p --� `_- - � '`�`x-_,,,�,..._-"z•�- 1� �-C3� Y N� 12 '�9�11J 14 ] � � i� Ib �. 1-t8 _�._ �� S7r \ ® ] /�1� � •.r� 2g 23 3 � »'3 3 3 \ I 0 _ \ --ti'k_ �,, -- J ! = r a _ 4 !' - i- 'f•`,a'_ n'x .r _ -'#._ "� �►rr a V F N, 1qW -- _ U N N EL FLOOR - __ GRADING 8c ti y z , �. DRAINAGE GE '-� \ _ �' - - - -- �"•�. � ray- - - f - :,7 s PLAN - { _ m r r. c , B LD GS. 1 4 < 'V I ENGINEERING INC r °° -�- ED P. WING 07 J.- _... -- - -ter • . - - - LM�4ai4� V I V,J1R Cq yy _ __ - - - 970 920-3373 FAX 820--3390 C005 I A, g Q 2004 42144 ARC ItTECTURE, 14C, r VERTICAL SCALE 0 10' 20' HORIZONTAL SCALE �1 1 i mo i 0 20' 40' V o RE: STRUC RAL FOR ALL A EXISTING STRUCTURAL INFORMATION F� GRADE ! A ,0 Er_ARCS SHEETS____ TUNNEL FLOOR ELEVATION A505--A508 FOR - -- - - -" -- -- - - - - --- ---- - -- --- -------- ----- W -INE- (0.12' LOWS THAN EDGES r WATERPROOFING DETAILS _ _ ____ �_ ____ Bat O OF I �/ Q SLAB f � DRIVE AISLE ELE TIONS) ---- ---- — APPROXIMATE FINISHED GRADE STA: 1+00.59 ELEV = 8119.24 0 r RE:SHEET C003/COO BOTTOM $1 7.75 RE:STRiJCTURAL \ 8120 A * -- 69i -` GRID 31 RE: AR OR ALL TUN NEL RE: MECHANICAL, FOR STA: 1+00.58 SECTIONS-SEE SHEETS PIPING INSIDE TUNNEL GRADE BREAK 0.5 A201--A204 AND SHEET © ® 0 FOREST i ub -OR RE: ARCH. FOR ALL TUNNEL BOTTOM OF SLAB E V6 8107.120CL Oros S _E �WE�T S- x �RE STRUCTURAL FO#�AL� - --RE�TRUCTUI�AL_� - ___._�_� _ ---� .0-�- __�—__ A301-305__ _. .___-. ---.__..-- - -- - - - - - --- AD A201-A204 AND SHEET,` STA: +69.12 ELEV: 8102.76 STRUCTURAL INFORMATION RE:STRUCTURAL _ O - -- -- - `-1.519E -1.007E — A301-305 -3.79% PROPOSE TRENCH I I-4 TUNNEL LOW POINT 3.o29r -1.007r.. - PROPOSED TUNNEL F R ELEVATION 0090 - _ STA 2+13.62 STA: 1+93.19 .1 LO STA DETAIL SHEET C01 94 PROPOSED AREA DR BREAK AT CENTERLINE- (0 LOWER THAN TAIL. 1 i dl: GRADE BREAK E". 8105.96 EDGES OF TUNNEL D VE AISLE PAnW�, PROPOSED 20 LF 8101010+0 a w t TRENCH DRAIN a ,{, a a d I SEE DETAIL SHEET C01t °� �,;'� EXISTING GRADE o Y GRADE BREAK M100 GRID 34 '�' °� I 35 STA 5+25.90 w - cJ ri a Of 114 N PROPOSED DRAIN c� STA: 0+53.83 ry ° O1 I PROPOSED AREA DRAIN _ STA 4+69.12 0 0 0 0 0 O STA: 0+43.07 0 °D°d do GRADE BREAK 00 0D 0� Co coo 0°o °°� -00 °° 0o�'�ROPOSED TUNNEL 6 to do GRADE BREAK as 00 ELEV: 8107.59 �� ELEV% 6108.21 +� FLOOR ELEVATION AT CENTERLINE 5+00 4+00 3+00 2+00 1+00 0+00 0%N1:R/Dt:VL1,OPM- VAIL RESORTS 1 j DEVELORNMENT COMPANY AVON,COLORL DO ARC:HIT1 CT OF RECORD i r :..o+————.....�..a_ -"-" � �.r -r7 IFAKsAd. 1..-•. a fit '� g- m� �' fL > — — — — — -z•� •-.- _ ' '�~ ,rte' --_,.� _ f -, � _. .t.aJ�"�.. - r 1 kx Denver,Colorado I 'x. �' it ) 551 - - x _,_1 —_�5 . - - w �` 1� ` s. t-•!'Cr +-*k - _3:i _ f t_: _ & ' s ( • - i I � }*r \ k _v r _ _" --. ~ V :\ s- ;xi r j 5 x_ a = DFSIGN ARcRuD(-T i5 f '•5 - !•. ' - I 3];,.i t- 3 l _ 'l Lr•___~._ ._-, g_�,_-+'+--1 '-5 _ •t 1 .1 r _ �; r l -T - 1 - � .'s! __ - ^.!-•�,'r-"'♦--i •x [. }s }- -' -¢ - - .=- j 1 iART HO\x'ERTON a L.w YORK-i V7 YOM ; do NLWE1 L ENGLN1 t:ICS.LVC `� :'�` _%- _ - I AVON COLORADO _ � 1/ � 'f / 1 k / � �'✓ � ! — � � ( -ji `� � � �-- phi� '- -_F__.� � E- I �a 191 CF{A.♦xICAI L1LC[REC:�L h�1GL�eI LR 4 / SEE SIFTS 0047A / t AVON,COwRADO &ND 00078 FM STORfl1 �S 1 1 `�- /+r9 � 1 +�i#r9 �+- � k' ( ``` —~- _- - -- � ! 4.\z \ � i '8/ k \ - ° I uvll E�7GLr1kA j t , - F�EC7l R pr� ` 1 f �8 8/ I ` 0� = i PEE E�rGC� 1 RI�� c A -►� / 1 k $, ?0. I ! 1 f ` a -� ti R veu,cow wo gt�yl�R s7 8/28 1 T� =AGE ay,xA�w�Ry�AGE FLOOR +- VrrA 1. f`I �- PR4JELT NL:vIBI~R 84253.3 4-,- _ y .ate '�.• T •� -'25' :.'i_<.-. - I _ -'` - - --- :.� � .�;'-•r- ISSUE REVISION DATE . y - = ��: �_�, SU RED' S ON II q R.. -1" y 5 - L p R ! y w u i > : r 04 CQIVST DOC r v -� t _ __V. _,.� �.- wg'a _ - fin, -- -- r y y� rY> -� } FI I^ Yom: l'` � - - - '13- '2 Y - - - t ..K - - .� .x••'=_ i y _ � a vr; _ - - .s<• sty.=. - Y.�: _ x-. u s u �N F -ox a p L ` OLVS LO.L3.VY s r q 'r I•Y u' - _ - -' ,_- x $ r - zip- .:Y-'' S - -k- +Jti - o`xis - ;1 � 9°- '� .�'•� -�` . `-'a-- rF , r z, v _ 3v_ -_..u _ Ls _ +f+ , . a .. y F _ .- .: - .- :.., r• .-. ..Z• .�-!Y i.- - _ - x'.-' _ ��P": ' .Y"l ,.4: �.. r t `+r s x >t e- ' TUNNEL REV 09.10.04 a k t k z a • 3• -.'•Y .yE - v 3.'.._ .. .. -.. .. : .. ,.- _ _ --._ .:`- _ .. ,•... _ _.- _ r. a._ `�." ._ - -. r. .T' ._ _:,fi:- . ,- ; �. .-t. .cam-.s.r - s t _ � - .- �.G"-.]i ter'- _4: - 4_ ^�'• rt-.. ,.- c'G - -_. _ .. .. :m -._. - - , .- -r-. _ 7 - - .r- Mfr- .c• :.Y4z. I•�I:vAL coNSr 01.03.05 _ c - •w fi FF h 3 r. - x � .�• � -�• ,fly I J} 7 } - - �uJ 16 ADDEND M 5 05.16.05 IN& ' 'ate- .. i✓-i. -- _.� -aEA:'•' @ _ _:T _+b'-_ ':+. °_i;� ..-�`�, .LS' �, Y...• .S u a- - �� _ '�L c'flr ..�-'.'_ L "�. ter? .:a/a:'e --".-c• - -"a-..`. - r- »a , w r�. - 'fir.,.. •� `�:, , >v. �� 'i:<' _ �c 3 •r� , y .,. t" - 5� - - �' +-Qii.. �: ri� -# tea-. <<. �• .a-: ti`r'.'r ,'u N --i4 I : , = s ' 4 r Yr y' C r Wit' - -,. � ` �' •s- - � = �,o._ 'w - }s. - � J - ,-•- _ate.-.-•= I - - I f z �• 'w l I. _ r. »E FLT 5y: AH? 3 \ i I f p av r \ I _ AT-ou I �nONS �� F o T _ c r �pOR w�l. t1o0a `— `- - -,�'z'-..��. TO OIREG = S7RUC 7� 11+ y \_ (;I<tADE 1V ' F7_OCt = r : cwt e I f31i it i _ / PL $ \ - S TO DI&T AGE- INTO - ` I ' G y — - =3' _ r r - - ' _ � Tom_Ji tt --• . � 3120— 25,1 oN �_ � g-=f - r - _ ter• wr � r/.�/ y .-.. _°- _ I x•.> - � I. 1 ice` -yk - _ 1 .- ,..-.-. �i - ' + 7�� . Y �, `5' -_` I•, t �, r xt - � TUNNEL FLOG \II 7 GRADING & i 1 � , >r .. s = DRAINAGE IMF > - 1 - � Y - $i - _ - ` � """^• '^°ter f ' ' I � •Yi � �> � � I i - - _ _ �1, -L_-- ns- { PLAN - - - - - , _. `1 '--_ ._1 1 eLr' ! // ` ''i 1� -ca - ,- --_ i '-�- / /�Vo>r � f '1 B L D G S• 5- 8 INC IN 3 S ys> i f 0 006 Scale: 1" - 20' J 2 N Z U _ � W v5 I I a° "' oo*,o _ HORIZONTAL & VERTICAL Ip zaoa 42,140 ARC IiTfCTU�s , t�C. ' ,,�m to� (n 00 -CD N oD N 5 Oo (D I- �� --,. ao 00� Z 08 W� 2�o ( 'i. �. °° 1 ® N'n ao ® + 11 �® x , 0 20' 40' �x�xl "'�° �� t.✓ 1 F. 1 . 00 +00 (Y N Z U N Do 11._ I i `i a.°° 1 z + 1 ' 1 ,A 3 Scale: V = 20' �,4-2 �; 6 - 1 � �� 'z'z � �2;; ter: PROP,OSEi F Sli -- _ rf :4 p P.��.e��" 8120 C' ~ I _ PROPOSE6 WHE -"-- a e ..�� p,V 9 ADI= t'R: 4-A 1- I SEE MECHANICAL. -- -- �I E STING RAE 6120 -_ __� r SE>+ EXI TING GRADE 11 PLANS FOR - - _ _ MECIANIcALr `_ � ` E R C SUR RVEY CONNEGTION wv T PLANS FOR _-I 1 r-. F EXISTING ELEVATIONS AT ALL PROPOSED Irlv.w CONNECTION -= CULVERT OUIFALLS AND PROVIDE THAT j ®8106.9 st oo Kailas g t INFORMATION TO THE ENGINEER PRIOR i R35 PVC v-4 - ® 8100 IF` TO ANY CONSTRUCTION . (f S� PAC STA 0+ 252 dt SOAR pyl0 11.0 l,F 36.3 NO ALL LI E TO 70.3 INV.OUT o.ox 2T'A7c� 1 9 'O 5.467[ 61Q 12" B 35 HA . ---t 35-Pry -i so9800 FPM&- - . 0 1.1 DAf+ c ® I I u am oo DATUM�LIE'ir STA +84.7' EXISTING !� F--�1.STA +77.5 EXISTING 8016.' 24' RCP SEWER MAIN CON CT ALL POTHOLE Fl A SEE MECHANICAL PLAN, ROOF DRAIN PLAN '/`_:, O 0 24" RCP SEWER MAIN OR m INV. = 8094.50 0 HORIZONTALLY AND VERTICALLY ALL AND BUILDING SUBDRAIN PLAN FOR PIPE I C! In INV. - 81:-94.60 UTILITIES CROSSING THE PROPOSED CULVERTS TYPE. SI INVERT AND CONNECTION LOCATION I W In Fo CULVERTS o AND PROVIDE THAT INFORMATION TO THE FOR PIPES INSTALLED INTO STORM MANHOLES 2 CULVERT S 3 m ENGINEER PRIOR TO ANY CONSTRUCTION i 0+00 1+00 0+00 1+0o i V J *' 10,100' 1 _....� _ �_ -- >�--V f f� .�__ / _ 9 5 �' f� �\ \. y: .�a 3��. t� r s' + 613 1 t�Q ' 4 81Vtf W `V �� STING 18" CMP �� XISTI CM / I �a � �/ �� % / / `..� ` !. ��-� -` - _ - - �a = i 10 _ s ,,- / Q /� INV. IN 8091.9 ` fNaF-IM B �' f ;1 - / � a � �' �," ts=,. Q X13 i / f � c �' I r-•♦lr�lv�~�--� ` ENV. OUT `r -rte INV. �'� 809x:4 �� '- /„ e �' _ '' _=. s � i-ft ,.. BQ --�-- / / _ / ate �_-_-�, r-� / �f / / t �s- € a _ ` -_-.-y+ - .�f r� � ,r i / Sig -L, - � �^"� C ' / L' _ I�. + ?S _ x / -A'-6:k-,'_r 'b 'Y{'`' --, r`w ( 1-]r r I' '- 5 x +r- "` A ��14�"' ti �'� -�_ --��. _r _/ b°W9 f 6+_� I / / `� `-,? --- - n "`a �--' s?-'�.f;z• -s= a'i l'�� -k•' 1 a. opq �-� r �� r` / .. -s -- , 7 <Z,f-- `- t o =ff - - �.- "-u• ~ti �..� - - -�.... ,,.� _ � 9 AILS J �/ / / _ - :"-°�1 ,_� ��-;16.W- �� . �= - - :5, _ 41r, tv -�--r.-- ^"" `` �_� r.1 9 sSJ:i -- r S JI / / / \ -- :� fi ,. ''," -�- - s? "' _ .: +-� � - - b -�' aX`-- S ka r'_'�.'_" ,✓r......-....��+ ..��+ .-w ��7 iL � .`_"„/� / / / / x 3- ``' --' r3- gam;- `• _ -- x -_:"xq- W r.� Aid A�� - � _� ! \ a§ �`VI� r. - .,a te?' 3"�. - >-t- _ � J F �� ' I ��f � -tEk�-e ,�'�; r. ?"� .:� s` - fit- -� f'�rt- at a. eWn. "'rya's. !_ ��_'- __ I -- -�' ' -.!\ _ z'- '��C.- 3 --'�,:. -13^`• i - _? v - `:-�ti m 57v__ r, ' :Ei -_I f - � /l� / / \ \ \�/ - •# �.st° � _€�-� { - ' - ��1,,� k -_ 2�a. i C;. _ -s_l,,is-. :"s-?` - .. !.w �� ! 1 & -- --_l .^,g.r-z - 1141 ' E:, - r• -�- -:. :s i�>_- `•.7,'°� $1,3 _AW' +�' _' ` ✓•.!0 -' x�ss - '�".p� s'i3-,�°._ s�:x- -r v_-�;?i<c-�';z - K .�.ti'- --fi*-yam _a �: - s..;. __ z - V f =�,S��-. - / �i( - . S4 F = y� t _ yrv7. �3 g �r � . t . -silo --^'�aF�"•--*"psi"/_,:� c;...&" �`I •'^�--s�'- a .- / l / �_ , / p: `ax :s<"<-S-mss~ S,-h,=s.y, � g. `-__--f \ + j;_. x- _ - - 1�'T ,.- _ I / _' / / 8 i \ a-at.;a�F - F- 6-rs� • i § �' tr _ . :} i iii / p6 - :\: ^'� '- "fit°:"- _ -t -'v-• '- Y �:`',c°-_ ,� .r - �'�2 ti ^� -'� '.'°Y:- �- w - r '� r 5 �1 n_ .�S n� �$� -'1�---/ - _`k'--5rx,-fr- -s. i'�R�-�.- u- n ti's-` ¢:- -i t„ - _Y ' _ - - ti-.x;H- - _- yam--- " 1 I ' -� / . r€ -k� -"''? `-k-!Y�- 'E:x`. - =_�'. s-q"sA".- *- -'rf`r-�•-,.r' -a�,`� _ S-- _ / f / -. > X. -H x.� a s't'E its-�?" ,r�._"•:-` �.i: - i-, ,, "',r - ..f -;.x 11 - L � STING 1�P �- ° // :� '� 7 f. .� ':L r+11-8 - - I I 0-4 vf . . - g I y ,,/ 1 J� ' / / '"e r:5 '�` ' d-^ ' 'fay s` $,r ;, _ - r-,_- -`' "' -.s: -'- r -"£�-- L _ -}1�' i gg 0.4 . `•-- ...� Ir INV. py / / / f' /� g� f t„ a s? `._ _ > _ °- ti- 8 1 . / \ �.PV `:•-�°..-; ;:° '�'-3�`a �' :xy,-- '_: _ '_ :-. -w' 's'Y._ -..__ .. :e -- / ' - /" - '-ri;- ';w.c- - '=rte _ °(� _z - - •� - - -<a `. - `"�- -- �� ,/ Apr / r / _ ' _.a �.. e4.r;._ iF.°,-s, �- - _ - - - - Ifr t _�^ _act _ .:;-� ^3' =ter-= 3 a > �:`' t - ��w.� - :� emu- - '.�, - - � i ,.� , 5 i ',5.r.a. r .� - - rr TINA tY r �> ..�. ..� ��. � -�..� R� � - � - .�� - i \ I {A1 !� I�st� / �\ / y]� •3.3- -.--}'".- -f_-i .-f � i-.ia_ .l,}__•'-- - -=LS.-. _ 1 F'F-1 _ _ _ I I '_f-t�-. .sf _ .e.>- _ `-��" .fin- -.r-� � .'�<�� ":rte - '3 <:e-�a- _-_ � -�r` -fir- { Y3_ �� ! -. w�.=�:.u. t . e \ _.of 1 B' ry�p � �' •. �� f � ```} �� a - 5,i _.--�,'^ 7 a'R [� 4 ice? � .!",` s E _ �/�f� ""'Y� r 1 i?_mac= r. �- u 4 4=--= » :y s , r _ sue._ .� = K. s.:Fw .� ::- ..>..5. ..:,,;..:x, y .s_.�a�..>. - - 1 � .�+-�''y`�: 9�¢ - .ter - _�a' s£-�,ts - _ I ,,��.�^ ;� �- �� 1• f r '.r4 "o-- 3Ysf"- -�_3 -14 �,<E��= -,Ft. - _ ex- >_ _ _ - _ _ . .1 . . _ r., __. . �. �_ . r a " i t .4 / �- tea:: ., :. _:„� .� - �� _ _` __�_.�� s -sly ��Is u�.� ...�� .- r� - ~� - . �.: �- _ - - .�. •-. � gs` r� :r e� � '•'1 Wr1}%R/ E.Vlii-UPfiA - �l pp//yy�� f�� ti.«rY-- .sue- ter ,; - t. dd' •-•F _-t-,.: z. y - I RV{/r �- � �..t�„ " --Fri _ -- - T 1T7.4 1 •.4- r - ,>'<' , ti: "..S'- '? ., as'y _r 2; _ °vim - - i l 4'ti .. r :. �!! 1 _':,'-� _. :? -;yk._- .. -- _ .err. _ - 0 '.'�Z.' aa.�-- .mss:-- .'�`7. - 1 I _ � �4 818 ;�-, -:� -� ,��.� _ a --�t' i,.� ,-.- moo+'."- z - - - - / - - � - f k x _, . .- � NAIL RESORT'S `�-- ,�,c-�� »�< .t, .a'rti'o-a ;: y,r. �-��- .z" - - y �w - `` 6 X s_3 -' - l .rte > 7(�rr r �: - - - - �-- ��« ��:�- :f ��= �• �. _ � � � 1 �v mom' -�' �a �: -# ,�.s�-� S2 - _ - r -sg-�= =� _ - .�` -o,� r � � COMPANY ,jk -& �a.:a .�_. ti✓=' Tom' -_r t - t 1` X--- �-- - - S - �� - : �•�- -,-�:� � .� - I 13 AVON CO - _ � r I.C7RAD0 a a x . �. a 8.88+ _.�. c ,.x- � -� - > P� I _. aS��xti_ ., . . ,.r,��'s..- �- .- ._ :...- -. ... .._� -3> ,. ._ _�.> �� ARt:fiTTlstT OF RECORD -vim ;� ,� -t_ __+r.. max. _� ,s ,r -?� - - - _'� -- ee - - .. i .-t s - F b r �H=z� . s 'S. �[ mow. h z - ..c. . + - 1. :> - 3;-.a �-:- >S _ - 'rte - - _r s` Y ski. -'t' Y~-%.:-, :'<F- µY -.�9.- ss�� - -:�L _f'.- .Y I a a-�., °.a- - B ...... 4 5.x _ r. _ .. .-� n -. _- Y- - _ _: _ ��.. _ .. t - �}.. °: -' - 3 .w Xr- .... r-T... __ _ - - �..-. µ. .. ... .-.- .. -x_ -r S.,__-s_ -r.' -`ice r" rte: O - _ , ,I - •, K- _„ . s ,i 3 - r _ _ ` < , s < < I _ _ _ , . . : ,__ - Z .r . .. _. , _s- ,t •, _- - .. _. d. z,.,- _._- y�. .-:.�-.�. .- max. . , - _ - f �: ., --'"r "•YAP 2- - �A i-,L-r< -3-. d .r : =-Y, vl 1... r�t.l- F' :v, ... - �LT�.` - .e ,�.w. - --- .. mss_.. - - y �yt� ... -- -.,- '- ...Y. _-.<.-.-"_. -r "-p _ .r -§-. w 'X _ ..f_ -� .fit .F �...-.. ? .. _ , - ry. .-.- 0 Itj _ _ - . _ . � m_ s .d .. . . .•� :t?' - -. - .--+ .. �.- ... ,-z . -.. - " Irk - ''-ti_ "eau-- -.. Z .,a_- - .,...-a- G,"'- -.� .. ..�- - - - - �.-• f - _ v.. � _ _ L. , _� -..- •- .:�: -: rte,.. ,. - t -:.. ..-. d,�.- �� .:�.. --� - - • � 4'1 f.OiOr�O u s ^� I .r- e-- :-.- -- .-r' r. a. Fs - _ ,,:.. fir: ]• ._ _.> -a;.. ..- _ _ - ,., A. - A O� . � > ,. �. .- _S'�h- ..- -.d' - --..,�-._.. ... c .--. :cam-....r n. .- a _ .,- _ - 3 .. " r a a_.,r.. �- O - f . _ :rir � I �.- - T yy f-" a_ . ` f :.�!i 4 :_ _ 1 _ ASE INI 1 04 �,- ,. - pEsx;�nxczurr�r Ni Y- -: . E - t , 11 i w .. �- i ,- F- d _,rx,- ram-:.C*- � I - _ - :-3°[i° -�- V r -�.-.. �_ TF, C 4 r� 4 w� - ! P. - __ - t -� _ .�• - - ��ART xo«ER o _ Imo_ - F _ b .x.. <x--,4- -, �a . ... - 4 - .. ` a -� � -_��z �� - + INS7ALI_ D � ', e . $3:_ E 04 YORK"� ._ _ - .. F`" 'ff I <S'ft T3.- _ :3 - i } _ __ _ - ly�//�11�V -Sep- _ -S _C- y. f�y-•-_ -'•� --. .:'lam...Y+-.- -..? i - - . : ..: r 6-13 L.r s - - - - i _ Grp �� L s s • , , _' i J-- -_ 4 ,---em. - I E,-IGL\IIiEER _ -. ".�.. - _ - ,w..r.TS *:- Yom.- -°'- =;'� r -r- �3 . a - W _. t -�-t� 1•ZI.��LV' L�1C Y _ . •- ? 4 r _�- AVON CULOR�DO = f a.. - - _ ! - -q, - 1 _S-4V 1 -'i° _ - � 1! - - t Nye - - ,V --. -:. .- s ':..-gab i-- .- .. : f : - _ ``\- - �[s T - ' -SC.- - - - - - - - 1r.- - -�+ --�._ - _ d - _ �..°.t.. - - at - .+'ex's - ._� .� - - aAi,_["itL�t.[u.,i[.L,I..LILLt..'lY 'N`R.�=.e 1 s 1 t �'t - r_ - €clv�la L`tc f- ��%IS 10 - �xs 1 - s . - `> ,- - 4 _:. . _ r. 227 = ��__ e. _._ ' AVON,Caic�rL3bo , s w - _ rc ._. I _ _ M r X15±.. � _ _ _ , �uNS n�.n� �_�. _ - - - - i : r.: -�< - r - n .. ■ ._� - l Ilall.E i e. I �� E ��V:� LET 5. -` , ` 20- -- X119-�_ - .. . `. P 3 I A1.PLVE I~a 4L1i L\iC ;�-- 1 a z - � -.3 �� - , c' �� a_ - - 'f � slzD . , - k v co T .,. r. .- _ :.. " lA$+100 �r - # -- i. �a - - x.-- . . " . �. .•- :� - ��_ i -:uA' _� - - _ _ - - -- - �r ,'�:� �r� _ I �. -a _ $ ¥ _.� l tea,.. -- - - .< x - � .. +2f.3 t sr �- - u- r-]» .. .- r: i' y_ I _ - _ - _ _ - / - °-z _ - - - I �.: � � � _ -� �._ - -- PRO :z.. -� - - =�-_. ECT NU:�iBER 64253. " . I-^ - - 3 s I - -4 - _. ,.,r -- -" �. --. - __ -.. - _ - .�--e.t.. .=tom 5t s" t _., '1 _ �_ -_ _�. s,k- _- .. . rr l R 1 ;�-. _ I _- r -_�-` _ - _ i ,.max I - - - I �-4,t _ _ �Yf _ _ � a < �_ s _r- i - - 1 =�- r-s -s_ - - rT , :x 1 =� r I ISSUE REVISION I v DATE X - - _ - - . .ei. - 1 - g� - - - - 4 Y , - - i - - 'easy .�` - - - , -_ `?z. -. - - _ �..__ k- :- _ - - - - - r n 4 s .� -.�. � - x , -- 'r - i ...w.. - r. - - �.. .x _ - _ _ - - - - _ _ - .�-- . .- y=y... - - - -- -4- 04 CONST DOC p /, - - /� 1 � r f _ - _ - _ _ _ _ . -.�, -� -�-' � , _ Vic• -.-.r -.� - �. r , i c -xfi - _ _ - �.'Ars yj - - , = . .' �� N F r Irc T�. �.�-.__ .� 1 .��w- - -•t FOR 1?ER,1hI 07 23. 1 ;tom. _ T 04 I -- - s. - = . --_ - x - =s -. e ;$ e. . I 3 - v - ;' firth : :: Nom. T i _ - - °t _�,�.:.` _ � : k. _ 1 - s" P x r _ 1 _ _ . T AR -ie _,i> _. . . lam t_, YI _] .-gr - - - - - I b �'>� ,fit z. _ - _ I v, -.._d��-�-'_�°° �.�`K-�` : _ �-..� •-� - flS 06 CONST 08.13.04 y y o _._.. _, .- _- - -- x r utnEr _ -x �� - : w- /\ ,. r f_ -R -k- .1" __'� _ - - �.d -x->:.af:- .p N�� : - - _ _ I _ - h _ n �- -.-. s_: x r ._-. . .- x. 4 IN r _._ Y z ._ _, -- A . TU�iI�EI.RE�r i0.0! x k. A e° - n s 4 `r _ - -T €1C _ �-.� _ - �_ R TU 5 _ _ s - t .: / - .��-� .�- �TH T � - - - Y I S ORI SEINER I �:. Qty� - s . X - - / - '. 1 g. s s F'IIrI AL - - - - CONST 01.03.05 t . > ll , - - U^ =STI 1"S CO07 7B - B _ _ *goo ANQ 1 ; sR.. 20 _3 ) - e I . 2 _� < - _ - _ = = r ti ,III _ r. . t �. .�_h- y'y - 7'F 1 E)gST - - I - _ 16 ADDENDUM 5 05.16.05 ' - w , - r _,_ 1 - _:�� - l', --'L-- - - - �:---- - `tom' k-°{. - x , - - - . .= - P Y- :J Mme- ,, 5!TlUCTtJ _ ir+ -. - 1 1 4 ?.T - - a . _rte. - 3 a VTVV _ _ _ - , - _ - a oil 1 N w 0 odd ® 0 1 ; WW I I h 1d I 'I v N aZ,� pa0 B z,+ I- 2 5 N °� �- � 1 1 � In � � �2 I !LIJ -4d r1 ZOO zz 0� z /7D �d 0,B: 1�� F ar .0198 �*6Or rj.- WIg�NNaDv 1 a Z » fd o D- 0 Z Z Z 8 � po - - r j w- 33 1 4 1 ,} t 81401 - -F IbIj- Cr u�i ?Z °a� » » II -z zA I Z (n� ? zxx °6� PROPOSED FIN SHED 1 - 8140 .m ; ; y ; 1' `4 I EXISTING AD Q,.)& x Z Z Z 3 v GRADE Z EXIS NG GRAPE 81 1 3 1 ff r I I PROPOSED FINISHED € , to I I : f D-M /EXISTING GRADE GRADE � I 8t 21) - -- t ._ ._ ... GRAD L31 _ I HORIZONTAL & VERTICAL E i __ � � 0 20' 40' i 12L�7' LF Q2 017r 12 SDR35 PVIC • t v, X15TIIVG B`-�"' `'�-PROPOSED 8 -� #T 3 -a2:077L }2 SDR PVC �S I IE D a e�ao PVC SEWER � � � 1 i 1 LF r PVIC o 2.00�t Scale. 1" - 20' S T 0 R M EXISTING GRADE PROPOSED PIPE w e DR 0 2AnW� g ; I 2 A ^ INVERT ELEV. PROPOSED $■ n 81 20oX P N EXISTING GRADIr �1�0,0� PROPOSED PIPE �� i,j 0 N �r � 13�OL3 6 INVERT ELEV. PROFILES ;-D Co- �- r r w . 8109 30 G1 4 O� cq 0 r 9 CULVERT S A � °�� ° r � DA2nr�v -.- � -,� g 1+00 �+� w� ^°° CULVERT S4A °° Q ai ° 0+00 1+00 ENGINEERING INC A CULVERTS 4B :�l" °°�g3, D a: j 970 10-W713 a 0+00 �- ••_ WETLAND LIMITS y� f �` "-#' i� -f � �► .� - f � / �r°�'�' r Q 20G4 42140 RCH ECTiJRE, INC. • T SURVE SURVE �! �T� l = �fi�/ /// /� J r ••_ EXISTING ELEVATIONS AT ALL PROPOSED • �~ // CULVERT OUTFALLS AND PROVIDE THAT CT E D LOC INFORMATION TO THE ENGINEER PRIOR • �/ // �/� _-_? a fs•a S �Fks t r' .gYa TO ANY CONSTRUCTION ♦•- T--�T,� 'fir / j H.�,.X I /� i� �� rte° r � __1k • HORIZONTALLY AND VERTICALLY ALL -� _• UT!IUTIES CROSSING THE PROPOSED CULVERTS �� r `. / S vER VTR- �� '� �` - pow•• AND PROVIDE THAT INFORMATION TO THE r� -� - �/ / / ,-- r -- = rI 9• + ENGINEER PRIOR TO ANY CONSTRUCTION •• ° r f�' r / // �'x s+a �=`` =�J r t� �t=• �'." I � _.`per � � f,,. _fr^ � 1. f'` f_ � � ��_ f � �/� � ! � jl{�� = � +, �✓ '\ P� � aT �� _ � -�x_;< �� -- ` l_ '/ 9.38+ fsTING 1 CM �11�r. .�� - i/ `� .:�= i 3 _ � Y = ! VYREEM' 'OR • f - .__ \ _ E`�:.�q �� DETAIL - ti+ r y �� r' 8.68 n r z y �_ � '_' i p- J,� /• ✓ J _ S.E -t ie# Ste" '2 - - u,.s�=✓-'Y. SEE • � � --- � __ ! / eY4. :� \\• 8.68 }'tr-#��er�;t"� t�'x��?�,r `� ��e. � i � :: � ��•, s��-��'� '?"�c F - - ; -"� aAoO / Y r �� J.-- �dL�-v^' -,f - k 3•,. .kL� 7. � s- is•. 1'aP' 1{r'- __ ' - ;+ - -- 1 � �-- as = r �--- a `' . - `' c ems=` s.. -. � -- `Y.a' 3-yik<-•d- crar-,2' ,fk ;F - _ _ 4_;sT j q - C7 - y,,,--P �, .3w . 9 c_ -yti - - .'sue•' .- ,J _ 3�r- s `'-- j O " r \ � -�`�!t�-T =v;rM'� r - V! =':.>•r t_,.-� � -x`iK,a<,., < -- �-••�Y -- ` -y I '3 ' I `rte !. 1< - ._ "*."� �.: �. ^: :. SP--`r`. ;;s - -' '- - x • .. L _ ~' iITING 12 CPP s / �f �. = - ' •f am 1G-._mss p f {.� I f s r a ; _1a�=rl�• -� µ J ` r• RIPRAP . / ` ® ] _r s�r ,e -s,�'k -.s• T�C�411 T -�. ,�� f i � rq _�'� a /b3a 1/ `\ y _ '_�`-, �g - ?� a•.':"° - �.:a'i`-', r '^� s'_ -�" ''.'3" '�- -� .a� _:�i_"= �. --r"- �/J • - �rp IN�OE1 8097 S -:� �_�_� ��-'ti,�• � � ��:- -�. � �.•ti win ;„• F �._ .. �:_ . TAIL - '� / � ! - - =-n- s€: »sue". •� �. _-. - / Cat Q �L• / � N, .'�., _ _ . -. °`:� . _ , -� - .._ A, �� I ss -�` .- -�-,?� € .•:, - -�`. /' - � .xsr _'�%= \/ � ^ S / � 4t - x�_. cfrs.. > -�- - _'�' rte, a` �. '• .- w' _ �p / r��r '�- F , x�`-x� � b,� '{`#�-3°x �. �,�,..� -��:- _ -..�'c sar _ - - T - OM '' i �/ 4< •" sou' ,_q� x,t?i 3?1} _ °'_S -.6--r "Y' ' , / / w x- . / / 5.68# - 0� - ,. s v n / ' Tip END - r ._ - _� :a � -_-� � '�--- .�y.,��; -, - 4.. _ -- . •., �>' r�!1 - 2 1 � 9 - � / •. � 5.68 - � +5 -.�: -e•. -r- -,`�'`a.!,�-; '�-.r Vie?! _r--.f - "'xe': -�'; x=-` _ � - - .� c.4' rr�- .s-#�:'"-t�-: -,• -°`?"'Fl.'i.e '� #-_. _ -tom - 7 �'\ ��•-. . •t Kam_ - - - - - i it r� .& _ 1861+ oo r , - - / _.•.:� �-•° . y � /�" 1 -:� � / ' / '•i- - - >`-r..rte=• _ :�'.�i�' ..�--+ _ .-'.=• - -i / - -•f �� `� � � I?� i � _ py,- •.3'.,.5., -_z _ .-<k`-'t-' - '-a:t. -`S< mss- }. - - -x_=3 t= z -"yLl .r _ II+IV OUT+�80 a•4`. ?t-s #-- - =, -z ?i . i 'F�"- .-� ��L\ L��l L':LA/C fill I �::�mar._ _.-_ _ -'>. E=t- - • � __'.= 9: `� -h3 �' . - / _ �.. ,. A- WEST DAY L Pumpff / _,�-- �. ..�;. _�a � _ � � - - - � V L RESORTS e x-'-'.r�- :-=•' tea._ - -- .4 ! -� �. �. .r-- s, �- PROJECT.,s.- ,„�yc' of -�'Y.'v'r' -'T ° - - `x.,rr._ :'r. .:x _ n5 �` a'.-'�'.'�- -Y+' - w�,-2--iA-.4T-"' } �- -�T w�..}.. .x -• -- -_ - � I DEVELOPMENT � - +1� DE EL +�,se - _. - a. PINY / - / ... .� tit•< // €�^.a x- -'s.--r��. I A`''C1N CO f •`? y- .f"4 �� y:a: _ -i•- .i - - f 1 I -��e£�--�+- .�5 Y •° ��i. � r'q a-S sty .�-[ '}'E � ~ ��{_ ��- _ _ ��~ j ;y- -'- - - kT�x ?Yr vr.{ "�,' _ y.� iYY-. - d - _ - �.�� ~"� 1 i t`-�`� - x.�`�.-`.'�i�°r�;� C `�� '.:�. fit" s - <r`•� - � _ �Y:, t �� . l ""`ems ARCHT£>;(.T O�RNi(.�RD \ ✓ J -- -iY.r = -?S,a-- -sue . c {_'may / {. M M�- THE CT R OR SI R /�/ ,.. I xofla 42140 .4RCF{iTETLitTE INC. EXISTING ELEVATIONS AT All PROPOSED CULVERT OUTFACES AND P:iOVIDE THAT - INFORMATION TO THE EN G NEER PRIM / ! / // - � ' _ _ - • To ANY coNSTRUCnoN ��// i •;�� / A � - R � a y 3 cv ri w • f rt.. t! r I t = { ACT Q / ! / / . I � � g3 d �� — — •. t .. HORIZONTALLY AND VERTICALLY ALL G -� �// / // �''� / / '� - - sez THE PROPOSED CULVERTS f / ! / / / I / ! h � _ n ?? z F k Q.: ��f UTILITIES CROSSING E I / / E AND PROVIDE THAT INFORMATION TO THE ♦ = _ 'Q E t +L[ 4 D _ �G� - - �— PiOSE>S T--- ENGINEER PRIOR TO ANY CONSTRUCTION i I as / I <r O P�, r � - x I FINI €D '� I � I I = �fy ` I I I WETLAND LIMITS �� "` . D °� / EXISTING,,,,, sv 1/ol vi —� �/ // A Jf /! / C� �' = sr� ' � � z= ' _ TING INLET � 71E INTO 7UNNE1 i '— 9 1 3 t x DRAIN PIPING ; dip �r�/A /� ;tl l �. t `� > . . 8105.7 == G Rf MEgiANICAI. 23x1 ` i �-° �� — �`k — .: _ ._ T 8102.7 4 ,�. nrV - $a 1 H / V ' s. °� i ,► r S {N $102A t _ �B100 spR35 z� 36•P j Z O • �. / ✓ // fRII'RM� � , mss" _ K a 019x o 1 I Nv �r � 8091 00 W S VER7 DI�i4l. ��.� / //� � �p" 9.38+ VV 1, i A -� — � --` _� CULVERT S9 r� c / /_S �y ` -}° -rA' �F'�i6c V n`,, ,\k 3 ��(y�-��) -_-:A•N w A _ -oo r , __ / :t� _ $ � ,!- 0..70 ' x3`- �--_..` ys y' `r+o'- ^"-S�F d� •` .t- ? -.> 1 RIP ;y. • 1' 1 f '/ It r r F-1 Jx > ° T ` - , "F x 0� 99.1 ( BETAL f C Y � ,r H. g e,r 1 n v, HORIZONTAL & VERTICAL X REM f_ _rte F 1 �B.V� _ LL Y *� D r Z r #3 . v�� 5 � kaK--^.a€ ` -$_ _- '- Y.. s m �Y.. ,_ �"`3 r 4- A - a - I 1' �S"`}rg_. -'s;`-- --.J -� -fa aT ':> -' .3s. Si+Tam ti%S _ :r.".sc-s { _ _ - . /-v{w1 1fari'i - !gig WOM -? r ?r° a W ..c f7 { r,;t� F s' 3 :mx ' _ .s-1. x • �r r �. , ,. -? _ -•s5r-- - x -•:.a: fi_ - ->- _.a }s� .�E-; .F..--"v'tx-r_:-,�° _ - - ``-` -'°`'- 4: -_..-�..-l�s- - �_ :, -sue>-. 3a4� - "� •3 4 5� _ -+ _ 'z -3 I •r - 1 �yr. , ,{ ";Xr''. '- � / .! c:F 4 r �.�;I �- 2�`�v�..'Sn' �• - TA �y i � / � '�� \ \ 8.68 �-_>.�:,r. r _ -tea -.f, ` ,��%�'��•- ..a ��,._; .- - �_ / s -.. _�fr,� - rs �� '€ h y,..;._fib._ - mss•. - � s- s' - �>� 10 4V � r rte- � ��- - '�:•rz zY�' S- -�u� .]"- _ =.r -'� -�"x-'r a-.�'-=� ,z •.'�.e^-. - � �/� � � `�- X.--=r.Y _ • �- �-=3*- - ��.� ♦ .v` ��'.c-• ,:- -'a`: ti , if i :�h- __ -'"G_FF�:_.--� {-r"=? _ rs - �-"'_ - --,•;. - -_-d-z- 't _ I •►' SY9� T ! -f: - >?� L' ¢ - -:� .s.- `t:,�" s -'s`f \ iF.r°?': s,`4Y-'_ aF,, �;.- - - - -- _-" - _ J`� _ _::� 2 `�� _ 2 1 Scale. 1 Go j u } 1 -,,, ...J ��• --<—�✓- - ` s- ''_':`+ _- ?•c-h v. ,.a-,ysx - -i�_ t'. 1 �+ -] +`�f - _' _, tO� _ wyr- l :x-*-- - - - ,�qg-�z. 4 - c-P -_ - - --xs 'a;. .r° - 1`\\ 'n,: Kam- -`^; •vl r� I �Y-�• i_ef_ ':fie-t^ - r'�t_ _ l - n 1 l \'f r<, _ - #z� •. a. L s.: '..�`ss-- Y-Y+�-` ,t rem.= - r -.i rr%`. . ,; �4 ' .-" - �_ - 9.0+ . . •K.•- -x rr- ter' - . yt - . r +. rte.- -.s --€• C B, �- °�-: - _: DRAINS IN � -�r- :' 2t.T r.. - � 5.68# a•, - =�- --'7: c_ �':;+y •- , _$ J. - :s..,. - `�J 0�1GTiER/BE:V1iI.C�1sR - =-- - -; mss- •- .�', • - � - - f �' x , - I I VAIL RESORTS t , Qy . _ � �` DEVELOPMENT -b }- 3°vct -.6-.x- .r'.+n`3_�._ ,�_y •`' - sc'-' -- - '-F - - - y COMPANY :-- � 'tom; �. °x 1 ` _ A\ON COLORADO _FY .may- r _.r• s.,- _'�` x . - l � Yv � y. AR[:!i]•LL7CL'OF RECORD ON sloe " _�.3-.� x'� - _ .t.f° `--v"'e► - - Rte' 1 � ails _rte v - �t I .-=ate ,,. : _x.= •- � _-,� .... .... --M � _. , _- -' -_`. _ - -A�:� - :�:. •� ,'� �. . t -��_-� - - - �X0.3 - �2 � � '\ '�.'_"ate-�-�5 c�:'t_..:_.'xE'-- S•¢�--� - ..�. %�£_ _ `-x- - � \ - - t Ar+� x DBIIYBF C.010F81�0 - - / 4 / ♦ `a.} - - , "=:=`- w:_ -••. - .�___ - _ - �W OUT a0��.�Z _ n y'�,p ? :• x? _+_ _ l" Y FROM ?2 , DESIGN ARCHTtELT WEST DAY L07 i � PROJECT. � 0 5 . 1y. , p•° � � I HART�H01KiERTON V �- - l L $} I - ,iEw Yom hiEW YORK ror rzs- --.'Se� S- 4•y-i Z_� ,t __ -,1�1�� _ � ` � �Sy � -_T.f� t ! � • p! - _ a ��r �`` -•�- -. s. '� ';',� �- �- r � l �� / F,� � � ] / � F• u ( � � x s � SF'RUL"fl,'Rr1L�iG�iEER MONROE&NeWFL:&WD4�k.RS,ZIC ? AVON.CULURADO z / N_ —�i� �iE(H.�?iiCAL[Id CCI[IC 9I Ii�iGL�Il7 A WE&NGLNEM DX 10, ! Avon cUwRnDo � .�r r —I � / / � � SIP$ ! � � f � r(S 11 PLVE E.iC WRAD G.LAIC N� V.9II CUTARADU ..�� -'i- _ � � � � ` } •-� 3 � h-_ •fir --- ` i ` + _ -� 1 � / � r1~ � J I i � /� 1!I G�-+ �Y -x^2.4 --` - -•.,. A N / / 4 I PROJECT NUM- BER 84253.3 � � ,a 4 :,, �_ �.= �.� ` � 1 1 •FOR-"fI"IF ST 0RM SEWER USE SHEE�CO07A AND SHEET COO ,► / / A ° �' f M f { i b �� caley ISSUE REVISION DATE o I 04 CONST DOC ; r 00 Cib 8160 ; FOR PERMIT 0 . ad oo , o i N ! � 05/06 CONST DOC D8.13.04 'ter C A HORIZONTAL & VERTICAL �,s Co s TUNNEL REV 10.01.04 4 o f� t � . ,,�• ao m I v N i N ,p 1 FINAL CONST 01.03.05 { 1p N a0 �,CO C-4 F- r $140 ¢ ,� ♦ a 1rzz - I 2Q' 4# q o A I 1 > > STING 16 ADDE�iDUM 5 05.16.05 5 (n o a tr ? ADE < to n ale: I't �� v1 _ ? m'-; o I . 3 'PROPO D FINi ED _. P OPOSEI� \ 1 t o� I 8130 — -- ,P oon�uc k u ER , I g I 8120 ' OFF T 15' t�`_ ~ z + z STING ADE I II f'R ,r RE: ai FOR 'r- GRADE w w z �' ` 8120 ROP. B TUB I \ All r IN TALL NCRETE! T PR WALL _�? �f EA! SECTi I F. ING 6T 4) SE DETAI I 1 81 - 10.2 LF 21V RCP o x i . 3 I 1 2 V RCP 24 CLA V 1,� 24 C�A I R� 1 O 4X - $100 9.11 LF t ox i 44.28 0 I.OX p I k fl I i 7 I PROVI¢E KOR-�N-S£A I \ now I a 130OTq AT ALIT I S 0 8080 ' r Sm__ RE 5 115— °' j �� I I Go CULVERT SSA N°� n0 C °� 'O 1+00 N� r W O O o+oa N r$ STORM OD CULVERT S8 !: SEE MECHANICAL PLAN, ROOF DRAIN PLAN PROFILES o+o0 1+00 2+0o AND BUILDING SUBDRAIN PLAN FOR PIPE USE SELECT BACKFILL UNDER STRUCTURES SEE SWEET C011 FOR DETAIL TYPE, SIZE INVERT AND CONNECTION LOCATION SIEVE SIZE MAX. PERCENT (%) PASSIN FOR PIPES INSTALLED INTO STORM MANHOLES i UPPER LIMIT 3� 100 C007C LOWER LIMIT No. 4 5 ENGINEERING INC � i AT LEAST 98% OF THE STANDARD PROCTOR DENSITY (ASTM D698 mw' owAnuioL°RA� ib 97 970 M-3373 FAX 926-3M • � i N 0 2004 42,140 ARCHITECTURE, 114C. K 0- > a �Li P. (L cli cli 60 PVC DRIMED > a. p loo 5 ro 8" PVC 4 640 4 # u 13 108° 123" 0 7 a. 57*' Ix 25 0- L) a_ > a 36 27" 00 (o > a- oD 36 55*' A 3 5jj� (a 59" Ix 0 0 r---- u d4 0 20 04 1 u 40 2 f $3 '• 04 061 a v "02 3 wj -7 L-- _..__i 7 PROP, 4 MANHOLE S-MH1 PROP. 4' MANHOLE S-MH6 PROP. 4' MANHOLE S-MH7 PROP. 4' MANHOLE S-MH5 RIM = 8110.28 STA. 3+42 - PROP. 4' MANHOLE S-M H 2 RIM - 8106.64 STA. 25+00 RIM 8107.66 STA. 9+67 RIM = 8108L64 STA. 10+00 (1)INV. IN - 8106-26 (W PVC MECH.) (1)INV. IN = 8102.99 (W PVC MECHANICAL) RIM - 8108.65 STA. 12+95 (1)INV. IN - 8103.81 (e PVC MECHANICAL) (2)INV. IN = 8101.69 (G- PVC SUBORAIN) (I)INV. IN (N) - 8101.85 (e P'vC; MECH) (2)INV. IN - 8099.20 (V PVC SUBDRAIN) (2)INV. IN = 8102.61 (e PVC SUBDRAJN) (3)INV. IN - 8101.81 (6" PVC SUBDRAIN) (1)INV. IN - 1510,13 (8- PVC MECHANICAL) (2)INV. IN (E)- 8102.0 (ff PVC MECH) (3)INV. IN - 8100.22 (G- PVC SUBDRAIN) (3)INV. IN = 8100.72 (6" PVC SUBDRAIN) (4)INV. OUT - 8101.19 (lr PVC) (2)INV. IN = 8100.92 (6- PVC SUBDRAIN) (3)INV. IN - 6091178 (6- PVC SUBDRAJN) (4)INV. IN - 8101.35 (V PVC SUBDRAIN) (4)INV. IN - 8104.48 (6- PVC ROOFDRAIN) (3)INV. IN = 8101.98 (60 PVC SUBDRAIN) (4)INV. IN - 809&58 (6- PVC SUBDRAIN) (5)INV. IN - 809&55 (S- PVC; SUBDRAIN) (5)INV. IN - 8102.16 (V PVC ROOFDRAIN) (4)INV. IN - 8102.95 (0* PVC SUBDRAIN) (5)INV. OUT 809&08 (lr PVC) (6)INV. OUT - 809&05 ('12- PVC) (6)INV. IN - 8101.70 (4!' PVC SAND/OIL DRAIN) owvtvOtlsx (5)INV. IN - 8100.14 (6- PVC SUBDRAIN) (7)1NV. OUT - 8100.22 (12- PVC) (6)INV. IN - 8100.14 (e PVC SAND/OIL) VAIL RESORTS (7)INV. OUT = EK-99.64 (12- PVC) DEVELOPMENT I COMPANY I AVON,COLORADO Aft"Trf-r OF RMX" Dwvor,Coin o MJASM.I rL%rQ*a.A & IJART I HOWF-RTON a0 NNW YORK,%JBW YORIC t MUCYUR&L UNGINM-k 04 c*4 MONROe&NE"WO-L M4GNBULS.LNC ro Ap AVON.COLOKADO J 6" PVC or 4 Pvc 4 2 4 hCKHAMCAL ELUMICAL&VGLNhER M P ENGINEM NC N 3 AVOK COLOMDO 44 P 5 4 vc 1 ANCK CYVM ENGNOA, 2 1 3 15 ALPUmE ENOINUANG,NG 4 10 VAn,COLMXDO > 88 t a88° 87" 1,35" - 8 135-0 94*' 9.9 to 103" a 59- CL 110 < 77" 37" PROJECT NUMBER 84253.3 24" RCP 2* a. 4' a ISSUE REVISION DATE clq C14 4 04 A iDP 5 FINAL CONST 01.03.05 601 a ADDENDUM 2 01.19.05 18 112 44 1 '011 1 I ADDENDUM 5 05.116-05 '30 4: 1 11 102 1 1 11 '3 1 11 silDl 11 2 so 41;3 11 05 40 It (f] 11 lod5 L-__------s L Jj L--------- PROP. 4' MANHOLE S-MH9 PROP. 4' MANHOLE S-MH12 L PROP. 4' MANHOLE S-MH10 RIM - 8107-54 STA. 0+28.5 RIM - 8106.64 STA. 0+33,61 PROP. 5' MANHOLE S-MH8 RIM - 8110-90 STA. 0+77.39 (1)INV. IN - 8105.26 (8- PVC MECHANICAL) PROP. 4' MANHOLE S-MH15 PROP. 4' MANHOLE S-MH16 (*Nv. IN - Boga.s3 (24:0 RCP) RIM = 8116.3 STA. 0+00 (1)INV. IN- 809&33 (2e RCP) (2)INV. IN - 8103.80 (6- PVC ROOFDRAIN) RIM - 8103.20 STA. 0+77.89 RIM = 8108.DO STA. 0+77.89 (2)INV. IN - 8103.00 W PVC P00FDRAIN) (2)INV. IN - 8103.73 (V PVC R"DRAIN) (3)INV. IN = 8103.56 (6- PVC SUBDRAIN) (3)INV IN - 8102.8 (6- PVC SU3SURFACE (I)INV. IN = 8092-61 (24- RCP) (1)INV, IN - ".86 (24- RCP) (1)INV. IN - 8106.31 (24- RCP) ROOFDRAIN) RE: MECH (3)INV. IN - 8104.81 (e PVC ROOFDRAIN) (4)INV. IN = 8103.46 (8- PVC MECHANICAL) (2)INV. IN = 8100.15 (e PVC SUBDRAIN) (2)INV. IN - 8103.0 (W PVC MECti) (2)INV. OUT 8099.12 (24' RCP) (4)INV. IN - 8102.21 (61- PVC StJODRAIN) (5)INIV. OUT 8103.06 (12■ PVC) (3)INV. IN - 8103.0 (Ir PVC MECH) (4)INV. OUT 809&73 (24:* RC?) (5)INV. IN - 8102-33 (V PVC SUBDRAIN) (3)INV. IN - W98.23 (4- PVC SUBDRAIN) (6)INV. IN - 8106.0 (W PVC MECHANICAL) (4)INV. OUT = 809245 (24- RCP) (4)INV. IN - 8100-48 (6- PVC SUBDRAIN)58 (5) INV IN - 8097.73 (6* PVC SkJRFACE/S(JBSIJRf-ACE (5)INV. IN - 8099.00 (6' PVC SUBDRAIN) (7)INV. OUT- 809&29 (2V RCP) ROOFORAIN) RE. MECHANICAL (6)INV. OUT - 8091.80 (24- RCP) om 58 i STORM 13 I MANHOLE S-MHll WAS DELETED ALPI OvS MANHOLE ToW MAI' MYRaM X;5 FILM WAR DETAILS I HORIZONTALLY AND VERTICALLY ALL UTILITIES CROSSING THE PROPOSED CULVERTS FOR ALL PLAN XN6 NMI INF AI16R STORM SEWER CONSTRUCTION SHOULD ENGINEEEOR DE TH TOt ORMATION TO 7HE ENGINEERING INC PRIOR MY CONSTRUC'nON USE SHEET C001A. C0078 & C007C C007D wwi" a P-L"117 in IBM a WA-wo t(§) 2004 42140 ARCHITECTURE, INC. K, i • VERTICAL SCALE _ Y 0 10' 20' s - f HORIZONTAL SCALE k 0 1 w U 0 w � ' Q >4 ST A: 2+38 TRANSIT! NORTHERLY CROSS SL EKISTING GRADE I W STA. 2+46— i PROPOSED CENTERLINE FINSNED GRAD' I OF PEDESTRIAN PATH/EMERGENCY �- -~ OX ELEV. 8116.91 0 ACCESS ; u 1.1 --0.7 X $1 zo 1.43X 1.2394' -1.02X 0.9 X -1-Q2X ' 1.01 X 1.24X �1.28X 1.259L --1.31X � ,---'• �` -~ STA 2+58 TRANSITION T i - -- �. W MAINTAIN 1X WVIIIERLY CROSS SL SOUTHERLY CROSS I 1/ 5B � PATH TO STA 2+36,58 \ SLOPE z wo Maw p i o' 0 O♦ M C5 A aU 90 lD 10 p.- rp k r OQ pp •0 QO i r m r W r OD.r pp nD aP 8+00 7+00 6+00 5+00 4+00 3+00 i 0WNLwD-vLa,oPHR I VAIL RESORTS i DEVELOPMENT COMPANY I AVON,COLORADO ARCHmicr OF RIIWP.D I I f w LZ�, e _ .� � ` 1 _. � - - _._ _ .,.___ _ '��'.ti - _"'_ _a.. 1_ ... A...-.,, _ .._�u �._ �� _.d,.-._ r.•�.� �� ...�———�.——...........�—— ` -- • .„ ._ - ` '' - w _. ,a...., '�' I s 1 ' _ - ._---._ - - �-.�:� • M .J.�-.. -- -- --- ...- ----- -_.___ __- .:._ _ .�.� �JJJ "•.�` �'-+�-;��--- -•--- Dwv&,Colorado I MAS Zz .f - "_1 - r --. - - _ _- - -....__ - �1D7' _.,._. -'-- ....-. .J -_ - - - _ '" .-_ -.-.__ •---_ " -.--rte -_r -- _ r i - �¢- - . '° _ e� xti y __ .__.J. ...-.. _. _ " . ' - tee,._ - •• - ^' _ l� - .r... -, .. _- _ r - r._ �.. _.. - - _ ~ i HART C HOWERTON i `r.,,,r "N`, sr-- -f `---} -._a- --_. .,+� .a - +.. -- _ - _ - ---- --`°- -- ._.__ . -.- ___ -_- _-....Y" -.-_.- .. - -- _ .r"- •--•° .Yr ' , ,11EW YURK,IVMW YORK ;F3 - ` i _; -iFS� -._ , . � tit r - ' _ .+. , - - °`~.. + -- -. C~ = l- -- »-•- ~ ^- .. � _'.-.-'° -y.r-�'~i- .•--•° �T1 - -. ^- ' -. I 51tuCT[:RAt..TUNGLV IA 8 1I :- 1 a. 1 - -sf _ ` i '� AiONRUE tk[tiE 'S�1 L h'\iG ERS,LAIC y = 1 88'� r=� ~ --_. — . � 4 k �� I Avoar,cU[oR,wa $ i jF` 1r -'C-.. n^ _ T yam'' .• �' '1 r -� 'L r P I MI3CHA1MCAL 11 Li[.7RICA[Is�IGL`v"EFR # ` Jai Ala {._- 3 -i _ y R _ a i .�! i' i Y`- f WE X.NGLNEEM L4C =` C Q p, ® } `•�,�-a S 1 i )' '9r.. S 1•' s 68 1 "�� AVON.COWR_1DO 4. �a„_> rte-J •i` `F=- k _ = - - s 8 + 1 - - 1F ALPLV-E F:a�ICiL�.7'rR12vC' NC '/ l a q'► VetTL,COIAR.�Di3r - - v - _ .x ="- z _ :� r •"Q - - �' ;''F rte:. -�,- .�. - - - ' i 1 l __ + ;• v _ , t n �l - - 84253.3 PROJECT NUMBER: X , t z k- - it :•`- -_ - f" _� - =•�•- REVISION DATE ISSUE R W K f i .a l R f - - - - ---- 04 CONST DOC `y - •� -•�1= -mss QB _ { 4 FOR PF..R:'vIIT AM- --- � 08.13.44 '. t - 7 a a ,: l •F �•�- �_ �- , ti V 09.10.04 -� - 9 TUNTiEI.RE -- , - 1 r- 2 r 0 I =nNAL , s f ES- CO�IST 01.03.05 3 f f2 _ 2s 1g s 1 __ t 3 t r9 2® �-- _ ?o �f r8 I 2 2j•2 4�F?1.2 Sri 1 �� 1 9r ` 8 I r8 19 1'F 1g 8 g 9 9. ;4 r72 16 ADDENDUM 5 45.16.05 '. a f t e?8 2 "21 FINISH GRADE T� t.. 9 ]� �r 8 J _ r 7 8 5 I i 23 22 a 2 � - Q 1. f � - ° s r A"IION 1 --__�� — _s__ - __ 0 1 g 1 J S �p ?02 r� rs4 ! ly `" tj L► F 7 o �' r !� *18 x f1 +18 r g �r� c•; 19 • t� _ r X203 7 18 iO *19 ''� 8 } —s- - J -g x 7 f 1gs xQ.S 20 - ,.___ r�3 '� I 'o �- , ? _/ � � \ _a ,. 1 � -- t f � �. + •.`' —. . v �w SEE QOL�r T PW*4%POR - _ F` Ja -Y—=-- r 5B T 9 !7"' = --; i T PA1H AND SIQEWN.!(S �� i 10 • _ `## - m a- ' ,i r f` " '.`-"= • ti Y.,.--� `_ _ "` _ Y`•-_.---r.a I �\ -." Y__ f _ I l `�' PEDES1RIrAN PATH/EM t 1 �� t f `• -- _ "']� i I } \\ < �` CESS (�1 MINIM l�1—W _ ► - .� .. � ,� .,. t •. 4 .� \ -.F: -__ - 4a. _ - `- + f " r--- -.'L Ff; -. -7 _ - - f}{• -?u' '�` _su -x 4a - v-L = - w [ �e N'+1 .. i 3 Wiz_ PEDESTRIAN tom. 0 - �. i \ .'tx- --�• -r - v-_-sir- - _-..y_.. . - - i � PATH - ti - = �w � EMERGENCY r. =•^ - ate,.:: - i.Q =c :, f �� _ = _ _ ACCESS PROF _ - i e _.. .. -. - .. T.- .. _ .. - --_ .. _ - _ •4 k North t _ y 4 L cw = INC MgMCOE. t T. n K EN � P r - _ s - e - 20 Eaw eu 00 . .= - -i Ii 1 • 0.16^.3. 970 8 3 i 4� 4 2004 A2140 ARCHiTECTURE. 704C. VERTICAL SCALE )A 10 110. 120' HORIZONTAL SCALE HIGH PUNT ELEV = 8119.44 HIGH POINT STA = 1+99.58 10 [20' 40' P\4 STA - 1+94.58 P\4 ELEV = 8119.72 A.D. -7.00 u K = 5.00 i Li z C) 35.0000' VC :3 6 0 >4 0 00 00 00 0 cq C4 OW cd z 0 F= + C-4 oo + re x w TA., 2+38 TRANSITION ) 8130 N TO 1% D(ISTI NG GRADE NORTHERLY CROSS SLOPE ELEV- I m in 1118.72 STA. 1+86.60 E-EVI 8119-27 EXISTING GRADE 0 PROPOSED CENTERLINE FINISHED GRAD STA. 2+ GRI 4jkLE-28 u iL -VIVNI 0"% PROPOSED CENTERLINE FINISHED OF PEDESTRIAN PATH/EMERGENCY X CROSS SLOPE 79.6 GRADE OF PEDESTRIAN PROP 0 ACCESS 81 89 STA. 1+73.1 to 17+�946*)A CONc TE BIKE WALK To BUIONG a i PATH/'EMERGENCY ACCESS 5m PATH -1.02% -0.78% -1.02% 0.978 1.01z -1. 1X > 1.25X -1.31x STING EOA 2% NORTHERLY ST k., 0+12.13 STA 2+58 CROSS SLOPE ON ELI---V- 8111.86 IX SOUTHERLY CROSS SLOPE FOREST ROAD TRANSITION T PATH , --2.00 8110 0 EXISTING SHALLOW JTILITY LINES ROPOSED 4' (DEPTH UNKNOWN- POTHOLL� CONCRET-' PAN @Q?ilifflo i CIAN;D' PROVIDE HORIZONT) VERTICAL DAMN AMW INFORMATION TO Afl. iuodov DAYVM AUV 810000 C! C) C, W) 0 co '6 wi .19 - 0 .00 - -N r- 000 16 !$ 04 w 'o- ;-0 a;� - 0, cd Id 6 ri 00 FD Ri E ;-0 ro co Cc CID co [a co ro 5+00 4+00 3+00 2+00 1+00 0+00 VAIL RESORTS DEVELOPMENT COMPANY AVON,COLOKkDO ARCHiTUX-1 OF MCCAD �j zz 71- to or w By Denviw.Cofurado 08 p 3- ,v -A XILST u. PIA.%ILNER 2. .0 1; 6 & DESIGN zM;RFMICT p-gen- IIART I HOWERTON t. g, NEW YORK NEW YORK 9t m :�- �i � T �' d :! _ e•�'� ..�.- "yam• _ "-� _ _ �k ��G �t�.,.-,,;. -xg STRUCTLIL11I.UNGrNIUA XIONkOE&NLWUL 04GIN]UiRS.INC_ = , -�•:... �.eC `�< :♦- -�i.j_ - - � - - _r:. �:r.qz- 76 I.. 3 - 1 :.-3°-T __ - - =N ,-ter =°��5 '.' - y} .'z'� r. r - _ .r'e AVON, - - OWRADO W rO WiCtWUCAL MIX-MICAL ENGN1--LR !Ell Kx D M-E ENGMEIM%LNC AVON,COLORADO *4 BRPRI- -�- I i CIVEL ENGLNEER 'd MV NNW-, V lee, ALPLNE E4(;I]NLERr'w-.DC. Fi VA0,COLID&NDO A PROJECT N'U1NTf13ER-- 84253.3 t�- � •1 - •B :: 'k - �L t>_ �_ �-.�. Yom' �,... - yl ISSUE REVISION DATE .eo *19 lay", J la 04 CONST DOC zoo �__ _,S-. ' �, *zo fill 'g 4- 411 "T 1� FOR PERNUT 07.23.04 S, 1 6� *.2t,5 A o I too 19 -.e 20 -OL i 'I-- . w - 21 .2. c1q - -A , 10 11) 0 +19.3 + A AN TUN'.NELREV 09 13�4� - % .10.04 Y�4 7as� �21 IL f,.eo. �q '91 V' 0 F'IN-ALL CONST 0IL03.05 ,-VI _ Z-L + Z/ X I -A 08-,L 9t A-ALDDENDUM 5 05.16. O*A L tip 'RNISH GRAM CIN t/. fATION (T m 30 '9 EDESTRIAN-PA 19 T m--vwiu Ili) AOCESS- P 812 % 7. 3 7 q If 81J4 A W all Q ? W 4 8122 K"r to 3, -4- �tv r SEE LANDSCAPE & MECHANICAL PLANS FOR 0� v r r . I COLORS. TEXTURES AND SNOWMELT PIPING FOR PATH AND SIDEWA1XS le A-N PEDESTRIAN t'\ tvm 81 p--g-g A-;;rA ff A 5 5, r v PAT �d & i -_;g P H/ A .N CA �0 10k • 0 EMERGENCY Lw X --N 3 2, R. A IACCESS PROFILE (0 �-'4 VRI f A- To - 1 17 1 r87 PROP Op NC T tjX PA 8,1 EX] AND -)Z"!O- A �O [NO INC T BL DGS. 5 'vN L N .......... ... -D A 'Em WA A OM 97 R 0 9 O _ -� '�' _ � a.-_ ,.-,i K r- -x - - _se- _ --� - _ j ns C009 vi 0. OOF SEE DETAIL 2/15 WOOD STAKE 2704 47.i•10 ARCHITECTURE, INC, - / SEDIMENT LOGS ♦� / / / WATTLES . WOOD STAKE EXISTING `-� /i / // t-��, / SEDIMENT LOG �► �• �+ BIKE PATH TO /��//� �E .=:-. / f WATTLES + W W y SEDIMENT LOGS REMAIN - / W 3 R 1 fy / 9/ f / (WATTLES) INSTALL WOOD STAKE DO NOT DISTJRB EXISTING I� !..� / / / f y W v W W 2 ' y W W Y 4' ON CENTER • RIPARIAN VEL�TATION % / /r , ' / / SEE DETAIL 5 # � X13 GORE CREEK •i� � / / �/ � �• r CHANNEL p:�'"' BOTTOM . � i 4 ROPOS£D / / / / /I / _} f/ BllCI= APPROXIMATE 100-YEAR BOULDER WALL . `= FLOW / / / / / ATM O . FLOW •• FLOOD PLAIN PER 0, -' / // ! / / / I. �.'' / RE-GRADING —� IND I LAND CONSULTANTS �� r - // / W y W W W ;' :s w • r v r Z g f / / STORM SEWER W DROP INLET + z _ / •... WETLANDS BOw+r• �"�// / � + � ��/ �/ / / - ° - � .� .� .� ,� .r d e � CA Olt TOW r BOY �� / � EXI$T1NCi \ A- IlfDw y �4 0 BIKE PATH W do W'j BIKE PATH y y d STAKE DETAIL 3 r _ WIDENING '' ► r�osrE �s STAKE DETAIL z C) >4 —r • i _ - e RELOCATE �! 1a UTILITIES AS RE-GRADE NO SCALE REQUIRED EXISTIN9'fi�E' OPTIC LINE IS WOOD STAKE. PLAN VIEW 1� r _ H ��✓��~��j`o"� f � � � �@r•�' � .. � .-; . ._ N9Yr51-IOWN•--LOCATE PRIOR TO SEE DETAIL 315 r'R S PAYED STRUC110Fi This sediment barrier is designed for low surface flows not to exceed , cis for small areas, slope flutter !: �r�� DIKE PATHS'-- `� TORM SEWER than 3;1. Straw Wattles can also be installed on contour on steeper slopes to reduce surface, spread water Ehp — �. f __ -.= f '�VEL DROP INLET flow and capture sediment. The following is a brief description of the Straw Wattles, their uses and O E 1 Installation. i V 5 s \ SEDIMENT LOG w [ \ STING BIKE PATH {WATTLES) W W 1. The height of a Straw Wattle is 9 in. The installed height is approximately 5 --7 in. The standard length j W Q TO BE REMOVED IN of Straw Wattles is 25 ft., however other lengths will be made upon request. •� .1 THIS AREA 2 Straw Wattles can be installed on contour of slope, with a slight downsiope angle at the end of each Fw� row to allow for slow drainage during heavy precipitation. They can also be used at the top of slopes to I W prevent sheeting over the edge, and the can be used at the toe of slopes. Straw Wottles can also be used along sidewalks and curbs and around storm drains and inlets to prevent sediment pollution. -1 o 1 r + 3. Straw Wattles can be used to replace silt fences, straw bale dikes and sand bag barriers. They can also O G C SCALE y y + be placed in drainage swales to slow flows and capture sediment: they can be used as level spreaders to Nc prevent concentrated flow, and in place of earthen berms or dikes. I I� 0 30 +s D�RF-C�ON ` 4. Straw Wattles should be installed in shallow trenches, 2 - 4 in. deep, depending on sod type and slope a SvCZ F`O hard, rock svgs and trench for soft. loamy soils and steepest slopes: dig the shallower trench for i O p,GE y gentler slopes. Use maddox and shovel to dig the trench, throwing excavated sod to r � SEDIMENT LOGS(WATTLES) 5 A the up hill side to prevent run off from undercutting the Wattle. 1 inch 30 R 1 DROP INLET PROTECTION 5. Lay the Wattle in the trench and stake with wood stakes at each end and 4-foot on center. When installing running lengths, Straw Wattle ends should be buttoned firmly together to prevent leakage, and ALTERNATE NO. 10— OPTION FOR RELOCATED BIKE P A TH —re 'e c t e d securely staked together. DO NOT OVERIJIP. USE� s I Z,—� I UW"ivL'RJDI=.VLLULL:R 4'-Cr 1 1/2. 1/2» SHALLOW MANHOLES g TOP FOR i CONSEAL 102 VAIL RESORTS STANDARD GRATE 6 3-0 6 , SHOWN-USE eLOSI=MESS 20 1 DEVELOPMENT _ 6' RIM ELEVATION AS j COMPANY 3 SSTTRUCTURE D�iEEDDULLE 2'-O' OR STORM FRAME do DRAIN GRATE STRUCTURE COVER TYPE. ; AVON,COLOR.kl)O ARCtUTECT OF RLiCORD RISER - - �• 2' NON-SHRINK ' NUMBER HEIGHT WEIGHT GROUT C� NO. 2127018 1'-0' 1,050 6X PVC OR P Drainage Line i ' � I • ADJUST TO REQUIRED GRADE WITH A MAXIMUM NO. 2127024 2'-0 2.100 i�. J'-04'-0" ON ALL PVC CULVERTS THE LAST SECTION N RIGS SET IN INONRSHRI��ROUT CONCRETE GRADING No, 2127036 3'—D' 3.150 13/4- OF PIPE SHALL BE C900 OR YELOMINE ,'_�- PRECAST REINFORCED CONCRETE MH CONE INSIDE LIP TO BE No, 2127048 4!-00 4,200 WITH A TRANSI11ON COUPLING (HARCO OR HIGHER THAN MAX r ? °e""e►.ado N0. 2127060 5'-O' 5.250 B3' 1/2 EQUIVALENT) `o c �T�� L3F -, - INSTALL in DIAMETER RUB'R-NEK JOINT GASKET wiASTE R PS11WV1fl LIFT HOLES ON INTERIOR, INSTALL 1 ! 2 DIAMETER € DFSI Gti UC1TM(.T NO. 2127072 fi'-0" 6,300 rr CC //�� P�Q� N g" AND GROUT JOINTS INSIDE AND OUTSIDE, GROUT & 1/2 ANCHOR BOLT aa--,. „l�, ,.,Ql�a_,L3_ T OG T I L CMP RUB'R--NEK ON MANHOLES LARGER AN 48' PLAN N.T.S. 3' F MART H01X�'ERTON Extend Top Piece 6' TYP PRECAST REINFORCED CONCRETE MANHOLE r;Lw YORK 4Lw YORK 12' Over Pipe Top Stone '� c� .t -- BARREL PER ASTM--C478 IF RISER IS REQUIRED, THE / /r t /, :�,f` /�/ /. ` �! `�� ` s`,\-J 3 to 6 Wide 7" MIN 12' SIRUCRU.ENGn ur BASE IS POURED WITH A �. - TYP �[ONROE&NIMU 4 UNGL GIWIZ5,LVG � _ �fi��F.:'.�:.�3 g AVUti,CULUR.DO TONGUE dC GROOVE* JOINT, �`°' �� m DIAMETER-SEE STORM �f1E HAd7cAL Lwt rR�CU ?;�iGLtiiiLia I ,. ;q AL MANHOLE STEPS SEWER PROFILES SEE MANHOLE DETAIL SHEET -Bl-;GL�;LLRS,TINC 30 x 3(' x 4" 30 x 30 x 4 ad � o ` N W/ BITUMINOUS OR AVON,COLORADO '0 3'� KNOCK-OUT KNOCK-OUT .��s} ` Colorado Moss Rock PLASTIC COATED FOR KNOCKOUT LOCATIONS AND TYP. ALL WALLS TYP. ALL WALLS Q c. �:=_. or Spec. Re: ARCH ro MA INDUSTRIES EL s� 1 Y EVATI ON S ALMN CIVIL FGL��i1&ERZ R.LNC. BASE - •r 'z; ' `ire OR EOUAL NUMBER HEIGHT WEIGHT �r vA�mL�RDo N0. 2125030 3'-0' 3.101 - f .~ r 6' `. PVC RCP �` � N PROJECT NtiT BER: 84253.3 N0. 212504-0 4!-0* 4150 «(/// y , As,. ' PVC OR RCP <_ ��<-< SEE LAN `•sue>��, _ NO. 2125050 5'-0" 5200, SECTION .A END VIEW SEE PLAN ,1 ; 1F e R• NO. 2,25060 W-0" ISSUE RENgSION DA1'E Bottom Pieces of Pon �_, ` SEE PLAN VIEW FOR PIPE SIZ S) 04 CONST DOC Sect, __ . �:� ..t ' f FOR PERiNUT 07.23.04 Sii •� r - / i 30' x 30' x 4' KNOCKOUT _ 05/06 CON ST DOC 08.13.04 TYPICAL 4 WALLS I ion - • TYPE 'C' INLET TO N E CULVERT OPENINGS /05\5= TUNNEL.REV 0$.10.04 �'` S" MIN •i: , I Scales In - 2'-0' Scale: in 2'-0' COMPACTED 3/4*- _ -;. ~; ~:" FIl�!1L CONST 01.03.05 NOTES: SCREENED ROCK PRE-CAST MANHOLE BASE AND A=DyENDUNf 5 05.16.05 1. DESIGNED FOR AASHTO HS-20 LOADING. FIRST BARREL SECTION CAST MONOLITHIC I DESIGNED ACCORDING TO ASTM C857-87 Z5A CLOSEMESH GRATE AST1rl—C476 AND ASTM CL358-83. WEIGHT: 130 lbs. 8" DEPENDS ON DIAMETER NO: 7200110 MIN PROVIDE HIGH STRENGTH. NON--SHRINK GIMT AROUND CMP AT KNOCKOUT LOCATIONS RIPRAP SHALL CONSIST OF HARD, DENSE, DURABLE STONE. ANGULAR IN SHAPE FRAME GRATE AND RESISTANT TO WEATHERING. ROUND STONE DR BOULDERS WILL NOT BE RIPRAP DITCH DETAIL AND TABLE STORM SEWER MANHOLE PER PLAN SEE DETAIL SHEET A508 FOR AREA ACCEPTED A5 RIPRAP MATERIAL THE STONE SHALL HAVE A SPECIFIC GRAVITY NON-SHRINK DRAINS ABOVE TUNNEL STRUCTURE GREATTER THAN THREE TIMES ITS LEAST DIMENSION. DIMENSION NOT , GROUT RIPRAP shall conform to the material, gradation and construction requirements 2' SQUARE of Section 506, Riprop, of the State Department of Highways, Division of INSIDE DIM£N. Highways, State of Colorado. Standard Specifications for Road and Bridge . EXTENSIONS Construction and to Chapter 5, Ri ra , of the Storm Drainage Criteria Manual, AS REQUIRED _ Urban Drainage and Flood Control District (UDI=CD), Denver, Colorado. Table In 5-1, Classification and Gradation of Ordinary Riprap from the UDFCD is ''' `° ` Y 1N' P reproduced below. Table 5-1 :, : A A at> IB' X 18" X 2' Classification and Gradation of Ordinary Riprap KNOCK-OUT (TYP) Riprap 9L' Smaller than Intermediate Rock d5O* Designation Given Size Dimension b Wei ht MIRAFT 184N FILTER SQUARE INLET FRAME 8c COVER Type VL ;Q- {I(inches) e�� (inches) FABRIC «: ��,,,, ►,T MIN. Qp DNS FOR C WWI% L • 25 1 2' 35-50 6 6** TOTAL THICKNESS- SECTION A-A f' O / 2 x NOMINAL 5Tfl1VE �� GRADING �c m 2-10 2 SF3: PLANS FOR NOMINAL (NOMINAL) w STONE SIZF_ W & H O loor Type L 70-100 15 — 2 SQUARE PRECAST BOX DETAIL -- 50-70 12 DRAINAGE Scale: 1' = 2'-0' 24' A "' 2-0 g** 1•_a- N s 31" Type M 70.100 2, FILTER FABRIC TYP. DETAILS 50-70 18 2 x NOMINAL 2' X 2' CATCH BASIN W/1 8" SUMP 35-50 14 ,2 STOW slzE RIPRAP LINED CHANN�, �_____2D �E eo I2 *d5o = Mean particle size Imo: ENGINEERING INC Colo (FOR INLETS NOT A B 0 VE STRUCTURE) *• Bury types VL and L with native top sod and revegetate to protect 1. SE6 PLANS FOR D (INSIDE DIAMETER OF CULVERT NOMINAL STONE SIZE PLAN �R $ from vandalism. EOD C�LORAOO mwARns BUSI�as • P.O BOX 97 c elss2 • 9T0 928-3373 FAX 928-3390 • �--, O r Notes: 2004 42;40 ARCHITIEC"'U E, INC.s91111111111111,�l OW 1. Submit snowmelt shop drawings to aei, mechanical engineer and architect � NK*1W IN ill YO 11144" 1.111111110111111111, 201111M M for review, to show looping, zones, manifolds, etc. l _ 2. Contact DAM for dummy groove joint pattern in concrete, - �, KP VERIFY WITH SNOWMELSPACING CONSULTANT t � `` • 60mm WAV£RS� SAND FOR TEXTURE AND FINISH { DOWEL (3/4r JB 3 ¢ 1,M' /MAX.) 5B landscape concrete Plans - : VARIES 1,5 P� 6x6x2.1 welded wire fabric I A _ __ _ — _ 2 (wwf) and rb O Woe six Q I h-: 3.5r CONCRETE Provide grouted positive '' P.�' a n a a p r slip joint between well 4000 psi OPT., _. 6 CONCRETE and slab W/C <0.45 - t NStAATION BOARD No fbyash `� 0 W --- - RE: MECH Snowrneit tubes on top of wwf Ai 4-6X cn� I COMPACTED SUBGRADE - (Refer to Mechanical Plans for spacing) /Curb and Gutter, see plan 7' P WEEDED WIRE MESH i L — —_ — — SEE DETAILS ON SHEETS A507 & A508 FOR - 5 ;117 I _ _ _ _ 3' CLEAR TO REBAR z � a.t`•.�.. � - , . � •� • ` � • ` - • 1 ; WATERPROOF MEMBRANE SECTION -DETAIL. BY OTHERS _ USE CHAIRS FOR SPACING _ _ _ _ - _ - - - i •_ ._ ,• .. ' :. ► . _ •• >s •.. , All crossing conduits shalt :be W 12 CONCRETE DECK RE.STRUCTURAL 4 o .o s .e , .o a; Q s'. •�`.a ,`. s . , •4 4' class 6 ABC 0 installed b ow subgrade V Q 1* WEEP HOLES IN CONCRETE 24' OC s MANIFOLD i — WITH MIRAFI COVERING HOLES AND AT LOW POINTS. REBAR A 15 1=.W.(TYP) i / O TUBING (-- —) �--i Width varies (see plan) — — ' USE MNIJIR 140n ON T+OP OP VFJP�Y SNOWMELY 7t B (:9R�E• SPMC✓N&, OOIiPAC110 SUBIrtIIOE o WET OONSILTiAllr PL/W .�•. •' .; Refer to Mechanical Plans for Maximum Snowmelt Zone Area SNOWMELTED PAVER SECTION DETAIL--PEDESTRIAN SNOWMELTED GARAGE RAM H A G NTS Typical snowmelt tubing loop layout. Submit shop drawings for review. NIS f••M o PATH- EMERGENCY ACCESS [�] Make as few crossings with tubing between areas as possible. ,��- - - - - O SN OWM ELT SCHEMATIC EXISTING FOREST ROAD Q NTS I y suaw 1waelr�.T shop olwwl�10 NOMWOe,algllEae me 2X or 2�`O" CL r'Or 2% or � AlCHM FOR Ill m 2W 22"gM�l11111 , OL y 'See Fly SNOWM TUBING: SET IN r SAND 1' SPACING See Plans` 12' 1"' tr 12' 1 [�] •� TYPICAL- FY WITH SNOWMELT CONSULTANT VERIFY W/ARCH, CRETE BORDER SEE -�h w SOmm PAVERS SAND PER MANUFACTURER'S LANDSCAPE PLANS FOR Yr ° a RECOMMENDATIONS TEXTURE AND FINISH a _J a U U) VARIES `P 6X6W1.4XW1.4 Welded Wire Fabric 0 _ _ CONCRETE PAN -�— 4' WIDE .' r ; = 1 r CONCRETE a Scale: 1' ; 1'-0" i COMPACTED CLASS 5-- a - a � � � � ROAD$ASl~ d Q 0 o N SEE DETAILS ON SHEETS A507 & A508 FOR I WATERPROOF MEMBRANE SECTION -DETAIL BY OTHERS � , o N Y 12' CONCRETE DECK RE:STRUCTURAL ►" __ ' '_ ' _' . ' ' ► t ') , ry�w�l�a O �Ow/!he ` r a ° A _ .S. p` Q a .p �` Q ' 'd n b. P.L, 1'5 IX M / UM 1.5 f• i IMiM/L1Mi SLOPE 2:i AIAJ'QM ACROSS PATH — See Plans 2' WEEP HOLES ® INTS AND ON 10' INSULATION BO iRAFl 140N OR APPROVED EQUIVALENT. i oatisnrDr•.��.Oe1a - CENTERS, MIR 40 OVER HOLES- TIE INTO RE: MECH RN UP AT CONCRETE BORDERS. DII�cTlorr a AMOUNT aF SLOPE vARg DRAINAGE M ON TOPPING SLAB �,.. t 6' T"�r� 4 VAIL RESORTS --�- Ft1L��IG�FiT� �° _ 6" � ALT ATE #15— SNOWMELTED PAVERS ON DEVELOPMENT Curb and Gutter Section Curb and Gutter Section Pan Section COMP Length = Seams l?!•y ens 3•_p� Length Sea Plans 3•–D' See Plans D A IL—PEDESTRIAN PATH EMERGENCY ACC A�!° ,C°I�R`w° SEE SNOWMELTED PAVER SECTION THIS SHEET FOR ADDITIONAL DETAILS ARCHITUIrOFRF-CORD PEDESTRIAN PATH EMERGENCY ACCESS SECTION 5A r CURB & GUTTER TO PAN TO CURB & GUTTER TRANSITION ALTERNATE N0. 15 DELETED �s , VA Scale: 1r - 2'-O' 1 2�1T?C'#:RE Denver.Colorado i 12" 4" IN. M-AS 1111.Pr&.N.iER i a< DESIGN ARCHITECT cip See Landscape Details for For Connections To I o Q finish color & texture. Existing Sidewalks: FINAL GRADE CONTRACTOR TO VERIFY EXISTING HART HOLYI`ERTON SEE PLAN Instep Ito rebar doweled ELEVATION OF CULVERT AND LOWER NLW YORK,NEW YORK • . • • • • • • • • • • . . . into existing concrete CONDUIT AS NECESSARY TO ACHIEVE • • • • • • . . • • • • • • r lNV RT Install w1.4 X W'1.4 Construct contraction joints 6 on center. CLEAR#�ICE FROM T01� OF CONDUIT TO 8 X 6 Welded Wire Fabric every 15' per concrete spec. above Base Course i j / ♦\ / BOTTOM OF EXISTING CULVERT: \' r �! i SIIC."i'(:RAL EiNGLYLL.R • .�• • • . v i .'r' MONROE do NL%Xq _L E�i(i1\i 19512'' LVC ` s /�\�� J r Y /\/`l .' \�/\�/f\!/\ / \ �/ �\•� / f//`��f� 1�� `/ f� �SI:CH-VN1,LUE.ECMCALKNGDiLER Z-882 X-SECTIUN ;'74 f.'' r' ;'\ 1. '\ �\\ f�� \` \ i \ \ \ \ \ \ \ \l-E LNGLVI'IRS,]INC r \• r ! Y`!-1{7I .tt".-. ;\� /� \ /�� \�/\f AVO,�I,COLOR.�DO !� ! f 4"MIN. 3 Base Course T ! 'f' \ � r . :�. ! �j� `` f \� s� DUSTING CULVERT \/�\;� / \ CIVIL&NGLrlasA �,r� � � �� i ! ALPINE EZiGG\T-"Li LNG rte/ � /�ff� i fj I v!�Il.cowR�no /� / PROVIDE ZiJRMI 2-•882 1r WIDI£ PEN"-TRENG� tr Subgrade TRENCH DRAT I or equiMalen1L ADHERE TO Compacted 13 PROJECT NUMBER-- 64253.3 MANUF INSTALLATION WSTRUCl10NS, 625• 725• CROSS—SECTION } 24" MIN. I SIDEWALK SECTION NTS ISSUE REVISION DATE PLAN VIEW 24" -� I r To X DIA 04 CONST DOC BOULDERS PROPOSED SHALLOW 3/s WASHED Rope UTILITY CONDUITS kORPER'vIIT 07.23.04 ' CULVERT CROSSING OVER CONDUIT °x'06 trONSTDOC °8.13•°� 2' PVC 24-5/S"C625r,rl] • Scale: 2'-0' V 5 Tt,INNEL REV 09.10.04 i 4' 7 4' MIRAS 140H OR EGUIV. 5 FINAL CONST 01.03.05 i 13 ADDENDUM 2 01.19.05 PROVIDE AM Z-887 1rx 24-X 24" Deep ��] �� •• 4 ® 12'C305MrI] r PERT ORA1ED PVC �`Trench Bacicflg�-- Q TRENCH Z 882 1r PERMA- BASIN •/ SEDRAENT P e ADDENDUM 5 OS.t6.05 py� BUCKET or itldwt. ADHERE TD = T10 MANLIFACTl1RER'S WSTALLA MANl1FAC1t1RER'S NSTALLATK�N INSTRliC1IONS. � �� - �� . .``_"�" �.�. _ Class a , DAYLIGHT 10 DRAW OR Raadbose - -� .5- x CONNECT TO STORM SEVIEIt ,f=e'! F NOTES: Undisturbed 1. COORDINATE PLACEMENT OF ALT. BOULDERS V17H LANDSCAPE ARCHITECT. Sol a'C10�ir►rI] L USE RECTANGULAR ANGULAR BOULDERS AS SPECIFIED BY LANDSCAPE ARCHITECT. & DAYLIGHT DRAIN AWAY FROM PROPOSED/E)ISTINO BIALDNM ��: � • MIN. 1-3/4'144mml Y\ ' PIPE -Y_ BOULDER— DETAINING WALL Pipe Subgrade I CONCRETE SIDEWALK PATH RE:IANOSCAPE FOR TEXTURE I y AND FINISH EXPANSION JOINTS REQUIRED EMERY 30OFT 24'1256mml SED 1T `'F ;.•j-.- + Slope Ile per Foot `\` COMPACTION E SPE TIONS FOR ; BU(XET Iq _` a_S• RECARRERIENTS F j EXISTING CURB AND GUTTER TRENCH BApQTI L 3.99291'C102mm] MIN. �- GRADING �c 6 J * ..• h` BEDDING ZONE 12r PVC FIDE 3M Z—�Z irX _WX Z4 Deep DRAINAGE PERMA-TRE�ICI� CAT�CII BASEL w/ SEDBIIF]+IT GENERAL NOTES:- PIPE suBGRADF, STaBIUZAPow _-" ,<:, �. sE� aeon+!: L ALPINE 2 BUI or egnt 4mt. ADHERE TO 1. on tortes 3' and sharper. curbs and curls and/or quttar ar. to b. placed an fh. am of the curve MATERIAL IF REQUIRED `/.. ,,_- DETAILS s MA�� aiSTA11J1TI7N BISTIilIC110HS. unions otherwise noted on plans. A maximum chard angth of 10 feet may be used when tM doges r, PROFIL °f c V Is rose than X. TRFNt'_N 711NF4 2. Concrete In sidewalk shag be Clow B with fiber. TRENCH — 35 3. A tooled joint is required when the curb and sidewalk are poured separately or monolithically. N.T.S. TRENCH DRAIN DETAIL TRENCH DRAIN CATCH BASIN CULVERT BEDDING ENGINEERING �Nc EnwARns aI19li cEN�ER • iP_o. eox 97 C 0 11 F> EDwM COLORADO 81632 N ScalaC 1r 1'_fl• • 970 928-3373 • FAX 92d-3390 • 9 t] Q 2004 42140 ARCHITECTURE, INC. NORTH ELEVATIONS OF SOUTH WALL SCUPPER BETWEEN BUILDINGS 1 AND 2 SCUPPER BETWEEN BUILDINGS 2 AND 3 PROPOSED HANDRAIL PROPOSED HANDRAIL (RE: LANDSCAPE/ARCH) (RE LANDSCAPE/ARM) I (RI SC AP 3` X 24" CAP 5A (� ST VENEER p r X 240 CAP WHERE CONCRE WALL IS ROCK -MVER SCUPPER PROPOSED 3' CAP WHERE CONC E WALL ,S ROCK COVER SCUPPER PROPOSED 3` CAP R 5A EXPOSED (RE. LANDSCAPE/ARCH �� {RE LANDSCAPEr/ARCH 19.25 25= TOP OF CAP ROCK - TOP OF CAW ROCK ; 20.2 (VARIES) TOP OF CAP ROCK = 20:2 (VARIES) TOP OF CAP ROCK 19. O BOTTOM CAP ROCK - 19.95 {VARIES) TTOM OF CAP ROCK = 19.95 (VARIES) BOTTOM OF CAP ROCK - 19.0 TTOM OF CAP ROC( - 19.0 TOP OF CONCRETE WALL - 19.7 (VARIES)-� RE; TRUCTURALT TUNNEL fRAMMG PLAM TOP T CONCRETE WALL - 18.75 RE: STRUCTURAL-TUNNEL FRAMING PLAN RE: STRUCTURAL-TUNNEL FRAMING(PLAN RE: STRUCTURAL-TUNNEL FRAMING PLAt A 0 °,zy STUP CONCRETE WALL 0.27 STEP CONCRETE WALL Q'r2' FOR 1.5' LENGTH 0.67 FOR 1.5' LENGTH 0.25' PROPOSED FINISHED 19.15-0 OTTOM OF 18.25-BOTTOM OF I E SCUPPER PPER CAP ROCK SCUPPER INVERT IN SEE DETAILS ON CAP REX3c INVERT ADDITIONAL. DETAILS CAP �• 1$.5 - 9OIJPPFR GRADE (SEE CIVIL PLANS) AT INVERT IN 3 (:AP �• 19,4 - S('UPPER GRADE (SEE CVIL FLANS) AT INVQtT iN SHEET A5o2 FOR ROCK DIMENSIONS 1' X .55' SEE DETAILS ON ROCK DIMENSIONS 1' X .50' 1&98-BOTTOM OF SHE£? A502 FOR f&OB-BOTTOM OF i O SCUPPER CAP ROCK ADOLTIONAL DETAILS SCUPPER CAP ROCK I AT INVERT OUT AT INVERT OUT i V SCUPPER BETWEEN STAIRS AND BUILDING 5 > SCUPPER BETWEEN BUILDINGS 5 AND 6 PROPOSED HANDRAIL V (RE: LANDSCAPE/ARCH) PROPOSED HANDRAIL (RE: LANDSCAPE/ARCH) W 0 a 0 I I PROPOSED ST VENEER { (RE: LAND PROP0.1 ED 3' X 240 CAP PROPOSED ST VENEER WHERE CONN2� WALL IS ROCK COV1-R SCUPPER PROPOSED 3w CAP (M; LANDSCAP 3` X 240 CAP EXPOSED (RE: LANDSCAPE/ARCH WHERE OONCRE WALL IS CXIVIR SCUPPER PROPOSED 3w CAP I I TOP OF CAP ROCK - 17.0 EXPOSED TOP OF CAP ROCK - 17A (RE LANDSCAPE/ARCH BOTTOM OF CAP ROCK - 16.75 TOP OF CAP ROCK - 17.8 I oW4lsa/neVOI'Iile TTOW OF CAP ROCK - 16.75 TOP OF GM ROCK = f 7.8 I TOP aF GONGRETE WALL - 118.5 BOTTOM OF CAP ROCK - 17.55 TTOM OF CAP ROCK - 17.55 I VAIL RESORTS RE: STRUCTURAL-CONCRETE L FRAMIING 'PLAN RE: sTRUCTURAI.-TtJNNEi. FRAMING PLAN TOP OF OON(RETE WAU. - 17.3 ° R S�TRUCONCRER CONCRETE WALL PwN DEVELOPMENT b.25' STEP CONCRETE WALL RE: STRUCTURAL-TUNNEL FRAMING PLAN i 0.62' I OR i.s' LT]NGGTIL 025' STL:I'P CONCRETE WAIL COMPANY ' 16.45--BOTTOM OF 027 0.62' FOR 1.5' LENGTH PROPOSED FINISHED AVON COLORADO SCUPPER CAP ROCK SCUPPER INVERT IN SEE DETAILS ON 16.85-BOTTOM OF 1 GRADE (SEE CIVIL PLANS) AT INVERT IN ROCK 16,3 - SC UPUER SHEET A502 FOR PROPOSED FINISHED SCUPPER CAP ROCK SCUPPER INVERT IN SEE DETAILS ON i ARCHITEC.-r Of RECORD Jr CAP - 17.1 - SCUPPER 15.88-BOTTOM OF DIMENSIONS 1' X .45' ADDITIONAL DETAILS GRADE (SNP grAL SANS) AT wvERT IN � SHEET A502 FOR SCUPPER CAP ROCK 1$.68-BOTTOM ( DIuENSI0N5 1' X .45' ADDITIONAL DETAILS AT INVERT OUT SCUPPER CAP ROCK Sol WA a AT INVERT OUT ` AI7EC1UltI: lNom,Cale Am.I � SCUPPER BETWEEN BUILDINGS 3 AND 4 ul�� PROPOSED HANDRAIL SCUPPER BETWEEN BUILDINGS 6 AND 7 DESIC;.'N ARCfUTC7 C (RE: LhNDSCAPE/ARM) HART I HOWERTON PROPOSED HANDRAIL (RE: LANDSCAPE/ARCH) 1 NNW YOW NEW YORK i 1 MUCTURAL&--GZ47 fA { MO NROE&NEWBI.L.F-vGLN1%K INC j AVON,COLORADO u-E li4GLNESRS,Dic AVON,COLOILAD0 j e I PROPOSED 5T VENEER CIVIL III LNIUILN 7 {R ROCK 3COVE R SCUPPER ALP�E 17.C;Or RA DC,Dr - PROPOSED COLORADO PROPOSED ST VENEER WHERE GON(XtE WALL IS PROPOSED 3 CAP RE LANUSCAP P 3 X 24 CAP TOP OF CAP ROCK - 17.0 EXPOSED (RE: LANDSCAPE/AREA Y(YkIERE CON�tE WALL IS ROCK COVER SCUPPER PROPOSED 3` CAP I TOP OF CAP ROCK �* 17.0 NOSED (RE LANDSCAPE/ARCH' PROJECT NU�vIBER: 84253.3 I BOTTOM OF CAP ROCK - 16.75 TT()N�1 OF CAP ROCK - 16.75 TOP � CAP ROCK 1a8 TOP OF CAP ROCK - 1$.8 TOP OF CONCRETE WALL - 16.5 BOTTOM OF CAP ROCK - 18.55 - ISSUE REVISION DATE TOP OF CONCRETE WALL - 16.5 RE. STRUCTURAL-TUNNEL FRAMING PLAN TTOM OF CAP ROCK 18.55 RE STRUCTURAL.-TUNNEL FRAMING PLAN ' 0.25' STEP CONCRETE WALL RE STRUCTURAL-TUNNEL FRAMING PLAN TOP OF CONCRETE WALL - 18.3 �. TOP E>f CONCRETE WALL - 118.3 AS "7NNEL REV 09.10.04 0.62' F OR 2.0' LENGTH RE. STRUCTURAL-TUNNEL FRAMING PLAN 0,25' STEP CONCRETE WAIL PROPOSED FINISHED SCUPPER WVLRT IN 0.Sr FOR 1.5' LENGTH 5B FII�iAI.CONST 01.03.05 - 111:.30 - SCUPPER SEE DETAILS ON 02� 16 ADDENDUM 5 05.16.05 GRADE (SEE CIVIL PLANS) 16.05-BOTTOM OF R CAP DIMENSIONS 1 5' X .45' SHEET A502 FOR PROPOSED FINISHED 17.85-�f3 APR OF S 18.1 -INVERT At SCUPPER CAP ROCK ROCK SCUPPER CAP ROCK SCUPPER INVQtT IN SEE DETAILS ON AT INVERT IN ADDITIONAL DETAILS GRADE (SEE CIVIL PLANS) AT INVERT IN 30 CAP SHEET A502 FOR 15.68 -BOTTOM OF ROCK DIMENSIONS f' X .45' ADDITIONAL DETAILS SCUPPER CAP ROCK 17.b8-BOTTOM OF SCUPPER CAP ROCK AT INVERT OUT AT INVERT OUT ' i i� SCUPPER BETWEEN BUILDINGS 7 AND 8 PROPOSED HANDRAIL TYPICAL SCUPPER SECTION (RE LANDSCAPE/ARCH) --vol s SEE INDIVIDUAL SCUPPER ELEVATION DETAILS (THIS SHEET) FOR ACTUAL ELEVATIONS pRpppsm 3 7.8 w CAP TOP OF CAP ROCK -- 1&8 (VARIES) I MCA o w off ROCK ` SLOPE ! I SM StktT A5U8 TXM OF CAP ROCK - 18.55 (VARIES) I TOP OF CONCRETE WALL - 11113 (VARIES)---� RE:STRUCTURAL-TUNNEL FRAMING PLAN "-"�1#' 0.45' NARIEW I I SCUPPER INVERT 17.68 VARIES}-BOTTOM OF ( PROPOSW'' UNDS T VENEER P 3` X30" CAP iz>p ��' - ILI (VARIES) SCUPPER INVERT IN INKS(YAiDES SCUPPER ROCK AT INVERT ° _ 1a1 ((VARIES) - SEE SHEET A502 Y WHERE CONCRE WALL IS ROCK COVER SCUPPER PROPOSED 3` CAP R .�17a OUT & TOP OF CONCRETE WALL � SCUPPER DIMENSIONS FOR ADDITIONAL EXPOSED LIP(70 PREVENT ORWOE F GRADE AT BLOCKED OUT PORTION = 1 1' X .W (VARIES) TOP OF CAP ROCK �• 20.5 (RE: LANDSCAPE/ARCH FROM POURING ONTO � DETAILS TOP OF CAP ROCK - 20.3 STEP CONCRETE 17.85 (VARIES)-BOTTOM BOTTOM OF CAP ROCK - 20.25 TTO1f OF CAP ROCK - 20.25 WALL 0.62' (VARIES) s OF SCUPPER GAP ROCK TOP OF CONCRETE WALL - 20.0 {BLOCK OUT) 3w CAP AT INVERT CONCRETE TOP OF CONCRETE WALL - 20.0 c C U P P E R �-*�^ _RE: STRUCTURAL-TUNNEL FRAMING PLAN r ' 10� MEMANICM.PLANS FOR ROCK RE. STRUCTURAL-TUNNEL FRAMING PLAN 0 �pp0� PIPING INSIDE ST1='UN -° I oj STEP CoN TIM WAIL ° ' HOLE 0.42' FOR 2.0' LENGTH ALPI i PROPOSED FINISHED t 9.75-BOTTOM OF 3' CAP SCUPPER CAP ROCK r CK SCUPPER INVEIJ IN SEE DETAILS ON ( DETAILS CIVL 3 GRADE (SEE CVLL PLANS) o 0-� ZS' SHEET A502 FOR PLANS coo7A-c°o7u I AT INVERT IN ) k i 19.58 -BOTTOM OF ADDITIONAL DETAILS I I UPPER CAP ROCK SCUPPER SECTION AT INVERT OUT ENGINEERING INC C011A I i 970 M-as s FM OM-3M • mwAROa ii - , - _', - ..! - _. _. 'ii��,.�_,___. ..v_,...-..ft..-. -- ��.-_:- , - ,- %1.1'_Sm-1,� , -. 0�*�," .- - _.. . �� . - dr ,I 11.�� "Ir we.- . __11 i! ..,ZV�1 , ___-��.., ��. W .... .. z- !!! ,� -.`��-, -'15�;�-`,�?-..; :.--. .. ..._. �-_..-.-., .. . . . . . . . . . . . . . . . . . ............................ , , , , ... I .. -, ; - - ; - ; - ; - - ; -. � oe - - z ;., , ,f�_ - _;-, _.- . , , .. - ,- . . . - (g) 2004 42'40 OCHITECTa_�RE, 19C. I , - . � " �4-�---- _'... _!�S, -4_,�;�,,� - - � . 1. , - - ,_" ;��:_-� - . ,_: . - I , - - r _< ii - . .. -��1 � . " . � " " " " " " " " " " " " " " " " " " , , , , I , I. . - � - 1 . . . . ..... .. . . 0 . , "".. \ - .'__ - , , .,."e /, 'e',�A .!��;t - ;� .� 00 . ., --Z#Z�, -,--,---,-- ,_jr_�i,� , ___ . - -` .. ,_ - � . . � �_?,k _ ___.. ;��_-�-,. ... �. ___ �_ . - -?17'-,�/ .z , �CV,. _W! . - -",. -_- i�*,_-�__�_� �__-_. _� - ____ do � / I I ,�A , - � . ._1 ,,;�, , \ A U� t-- :4� ,,_, " .- - - - .1 or .,�: ,: ,T�,-�_ I .., -1 - .- __... � � r'* ;,��__ . ._7�.;�_._�--._- --� .. -1 ,,,;-, - .- 'm _____ ,'��,;;�-,� ___ .. - - �- - -� - -:-,c� �_-,, 11 . :� _t -_ K" �// W� w.,tv " a .z - -!-��4 -;_�� - . - .- - -1 -1- . ,_.. ____ - , " . 1 - \ - _; '. I-ik� :�4_� ... -, .,,-- ;- -- -%: - .. . � - 1 -: _1_1� / . i y _M�n-x�7. '. - n .�*� ,-4 - '��-��,-,...,!"�"-,:��--j,��:i��7,7� . ' ' - - r�� m _- - : ,-� � ..;-.. � - " - . - ..I -. -- . - - - - � - - . - ;;;;;",Z� 40 , , � - - .114-1 * 11�1��1� �- . -,� ----,'-;- -�- :-1:1�Lz-- .- , wo 10.,""I"""I"""""` UNDERGROUND FIBER OPTIC LINE IN MiE �� I SE M IMH x , 0z� ,;�� - -, - , � - .m..1 - . - :� - - 41 1__� - � �71;--5-7--- -_ , " P��17_�r _�L - " ��,�.- - -:,�: - ,. .1 .--- � - - - ... . - - � . . _� - - ___ - - - - - ,� �_ . ,_ � - . .. - - ,% 0 . , wo I - _4�'�I�\ �W--!-- -:�: .- _- �'. . 11 9 e- . i� z 1p,�; �L - I0 , �_ .0 , --,.- -,,�._�,�,_ 0( ,�- ..=. .- 4- , Z __ . '1.;1_2,_,-- - _��-, 1�_- 'm7� ,�--,_.- 4 . ... __K . ___1 vKNmTY OF THE BIKE PATH - HAS NOT .. 0 1___1 /,x ,/ ,\ - � .,� , . __ ., -. ._.. , .,- I .." - . -, V 4, .t .-O� , . / , �, Q��a,.�;'_-�1�','-- - 1 . - - .,#, L, 11 - , I -1;,z -_ � --.-- -��: .. _.- . . . - Z__ .__1 4100 00 3 4111111111111111111� I/ /I \ ..�f__.`�, _��q�-_3�-�1'.V - ,,;.� ---, - . - �: - - u, _�_� BEEN LOCATEID & MAY CAUSE 0ONFLJC1 ,.,,2,jjy.(Er5l 1993Y / x I __'�-1 '. - ]m .:,�,:, . -.- �, - . �__,_�-;?-, _i, t . ,�� I .10- _ :� 3. __ �i�0 ..1.1 . _:.� `�.:-,--� ,--. I_- -: :. .,- , - _- � ;� . � . _ . - &M X f , - - , __ i- . ��-_ _z- -.-' .-� ._4 _. . � . . �;. . 1� _�_��. Z;_-___..1. il I - .-- _�,� _... ___1 .0� VaTH PROPOSED UTILITIES _-Ir ��_, lfgv-oi�8WSS '> -` x . "m� -.- , - '� __ � . � ... . __ . .-- .-..... ,.. - ,� �g� , i,z �_�_�- , �__ .. , -,. --Of %.,,, 5A I I \ ,�, 4r. ----,--- . -.- - _.. '.. .� . - - _. - 111100 -----' 1_�oe--l�_-, _,��*_ ." " ..) Z --- . -_ .- .. goo op �Z�'��r.Ai"`A____- a -11 �t�A- - _-&.., . - . ___� " ,-- / / __ _mA9-___ � __��____ - .T-4zi-_� �;�--`�� -, --- . - - - �, - . i A��_, - - I . . e - , -; ,m i . 00< - - 1.11 -1 40 w . - - - - . ____ 00 1__� I V�,�& _., .-:--" - � ;e � R� - "o-- � - " , ., .. \ ��-' -1 - ---- ..__ . .. .. :�__.:- -. . .1 -�� f. -, . - __� ,�.�-,�-,-,- -�-,�, - - ",.", - - " 6�4- . �- :- -g- i_�:L-1�- ---�A� 7.;3___.__., - --- - , _ _ . . - I - �__. .., .,� z. � . - - , . .00000" *0 ,---� I , - ., -_ -. ., - - �,_�, , � -Pvc, "'I -,- __'-`�* " �__' �_ - . -- ' __ - 0, � _ �, - �_ '. UI� 4- m ��', . . . .�-__% . . --1- -- - .7, . - ___� 0000 I ,---- �� .." 4 4p .� , - _', _._�;-1;�-M s" ""40M If - -, -"-. - 1 4 i _� _- -_ ��-7 ATW . _____ J-1 \ - '. �_�,�_,.-__�'._��71_,� 6�',� >_� __� , _;�_� .�k 4�- - _ _ , -1 ,_ - -_`-,--- -- - . - I wce, ,-_�_ - . _.R.��1'Z� ��;-i�-�41 =W -7z' ,F -,f1*-_;-z----I;,,--,-�-;-� - �, -1 1-11, Z -` . " -01 0 . r . I ,o,,-- .--- x , I f., 00 e��0!0e_ - .�V!K. ..� 0e, �,_ je 1,�,1'. ; 00 0- .::�� _,,o, >,- ,,e,,,-' ,0' I ;_ \. - Vi .__x.... qm��,.,.!�_;�___�,. - �--,. - �- _. . -0 - ,.1 . �z-. % - -1- .w m � . i '.. - . _T__��,--,�!�v . I-, il ._0 - - 1-f�____, - . � ,- - . I %�-,�- P.:� --'f- ;�_R_._,r, , .. ?��_ 1-1 - __.� i_; a I, . �A , _< 401- -_ -- ----- --- -,- >,,, -,, x ..,<z � AL � ;;;�- - I -- lkyj;_� -- - 809,5,,'>' -� I-" "'. 01 k .1 .1 k_ -I - - � _��i - ,4E�_s�-�,V��s��- :F C-. X.\� I .0,.,""`I`I"`� . - � .3�.T ,- � --- -, X. 1_01� " ,,;,-,;;;�__-- --- �,- -�� ,,- -- - / i��Tl CC 11/04 p W - r, - . ,�:, dW .0< ,_ \A 11�1 z .W' - do SEWER MANHOLE MH 05W ',� .A--_- , I .__101 RIM = 8103.1' �, ____ �_ ,,-__ _--, ,,,'.,,� .� q___10 ,9�* g G - 9 -, - -__ q-��.% 5V ��,_- -� . �: � - � - -� - -nNGV11UTZY__EA LKj, �� _� " ��w 11 �� 4�-_�._,; _-, , ___11* d0""""i""i`� .,._� '�I I-f Srij >_1"' .0e I W q ' I* "_4 , I - - _�- ' �� _- 5_;�� - I EXI �?� 7Z I _ - __ L- �--:�r -_----�" - . ._�_. � -�'" �.�.��,��` SV'j _'� L 1 _, x,-Z � _-. ., 6) 00 j 'OS __0 ___ :_ I R" 0 1 - I - AL ,U _j -0 _____t - ----.-- .'��' -.- '._�1� _� TPA a" I ___� $4 � . �dl _�L __� 24.* INV (E) = 8094 2' wo --- �� .e \ INST 9 rm ) 00 - 5�� ,-.- ---- I - I -w I , - �V�Z. ...�. aw ___ ,'!!.; ., S:�-- V�i--��--� VALVES ON av �� - ,,�%� V�� Ni17._C_`7i�jf;�_'-_ --; 1�'.. 7. - . .. ' �_� 24m INV (W) = 8094.1' ,___ 9 " �J� ___ SV " �� . _2z� .�:.._%._:�.! �--._��_. _____- .---- ( . -�`��#,51.'03 - - - :�_�,_ $1�$ - _ .000000 00 4000005�, _,� ,�; ,�E4, - � \ _ .--_,2 _.. . -.---- �� _____ 0000 am INV (NE) - 8096.s d 1_-�� _,�, gum ii��-- __ �19 I �.V 7, -6 .� SIDE OF TE ; - i;� �.--',i��,,_----� , - -, - — — , 00 i: � 1��_ - 1i m , .- .,., I � , -- __ __ _-.1 I'll I'll ., , - - .00' __ " -- - _7 - � , _%� ,..;!,F._-'_--. __ __ .0"`I`i"I""""""� .,...-�_ __� 1-11 ,-- ,--.,, .e _;�.� _�_,,___�: r_0 e -_�:_ M - _%_ - "- -,: R, , ,-.-. __� � . - ., - -1 __�_ ap 00 ___ :��_ j A\ , -, .1� ,-O�, ---, �, I-9-4 �� " _11__�,._? " " "" -1 - \ ,_ - A, _�� x 10� -.-*' , ,-,, - - ____ T A. - .f.. TAP EXISTING WATER : : - __� .,...--- __�_ �_ , �-, " I,- - SERVI &Z ---�.T -_. - -!�- - (A 11 I _: �-- <,� _," 11� _.�,_ 00, "'�� .� _�, 0 � -.-�._fs S%: �4 0__� GORE __� — _� _" !?Iq CE . � . � %A C . - . .�j- -� 4.�� . .-O_� lop - ___,� I----__ __�' I - � - .01 I-- m MAIN-INSTALL ��q�. 0-11* so _�,��. I Lr. --- .. - I . = 8 1 _1%; S-;.-*';-._-Vw� -1 so .,0001_:�- ..- JAI �_11��_ 1 D3. -4 - .01--- % L p. -� m I�'�, CREEK I _ - .i... . --- p _�4_0 �, .10, -J-?* ___ � � - \4 S E P - . - 1_ w d00 131 _ R� , , V., � - 10"I"""""� . - 4! ' � 7--,- 5kM-.T- , J�l '% , � i `�_ tw* OF-- __�____ ROP`O -Ipvel I ._� . A,X '% . �V._ SEWER MANHOLE MH 0740 --Z1- OW - � -� CtE t) .;;;�- -W, CE INY-PE ,-,�-I #/ if �\ , _2 A cup We ��, eta fto -%!m=-.m=w fto ,.m ___ K-SER M CE-- - _� _� �A_-41 . , \ 01- mm_ 3� - . ��r, U - -�- ",.�� .,* OEM ..--Om* 0000-1p--- .;.� �_- SEWE , -, - . . - - ,G15 \ \ __ h �� RIM - 81 09.5' !_ ...0 6.0 .., .__x 11 �,,- - ,- - �, _.;�- - . � ___ - "Symp . , +111.5, -WFT4-. 'T - \ 1 0* INV (5) - 8096.0, !.e_,� - 8 \ C4 :-MlAk 1 D' INV (N) .001". ;1� \ , ,,, __� 17fiuLy, __ .�1�5 .-wl __ , - �5 .!? -__ \ \ �-� W-0 . 4"I�� \ �� 0 ,.-,�- 40 �w F4 .-! O'..- *f x - I � ___ _-;�qT 17 01!5 ... /21.3 ,-0 - i -, __ :�: - ,--�,.,- .k., I----_ � __� _� _____ sc - 8095Ar ------.-o _� _�:_ — -SW - \___ � Irm qm,A�_am� Z!�__o__ -.;**-- . - ___ - - 9z - V! V. \ � \ '11�_;0�5 LOWER EXISTING MANHOLE RIM \_ I--- _:::� �;;,V>, ___� ____� jt4-9TA I j - 04 - 'd _- . I... ._1__AV1i_ .- i�� ELEVATIONS (MH'S 0540 & 0560) UNDERGROUND FIBER OPTIC LINE IN THE ",.;.;I-,;;i-�� 11.1 __\ � - ___� _�_ - _____ . __ ? - .- m_ _. ;a juo I \ *9.5/21.5 \ _; PRIVATE WATE W4 i..j __1 VICINITY OF THE BIKE PATH - HAS NOT ___,� 1� .,>1 _�::__ '1'1� ___- ) mc %^ F-, ,-- --- __1 .- \ VICE >4 1 1__,� -�____� _�_�- , I --rER F! #7 / - ___ __� � . ,V3 k � 4' - 6' TO PROPOSED FINISHED ,7,,- --, - CUT-A �_ . BEEN LOCATED & MAY CAUSE CONFUCTS I'll ___� ND_ e ,-, �,__ - . ... , �_�__ \ '�'\ ... .- ,.-,, -9� ___1 Ot,4,E Y� \ _� - -Pl_��' GRADE. MAINTAIN 5' MINIMUM VATH PROPOSED UTILITIES -W-.,' ---A BtNIP D,SF,W39j, .-i� — _. �� t __,!��:rrp. ;., . k'j.\ �1;'& C. I ��Z._ i ,z � I 2L�L�- R1 -'.I .-., ____1 -5::- `� - —&W 1--i-117, = - \ +&8/2&8 'k " - .- I% . -L V. - - --g;--L 0=4 ,-, -1-- '. --a / , S-, \ -��---g .� (n W 0 1 _�, � ��e's E. . - _ao - , . .1 f� COVER OVER TOP OF PIP e ,�- ,--' SE - P_t - \ - ,:.- �" . _61 , -,- - .�_&,7 � � 43- - 1, -1 I ad% 1___' .1�� -- ..-�--, wi - -.,.-�_��-- SERVICE INV. I \ �7 \_ Cl�__ . _. 1. M..�__ �-Im- 110 I __� .--I- , 7 9 , __ x_,;�,;�_ -_ I dO.Owapli� % 400 ,;-�"N(; U'TILITY .- .11 , _m i , -1 .. k�<�_., . � V�a ! [-4 ej . so � .�_ .1� r�', � . - I , - - 1-10* w3m ,,---� les- ....I.- - � I >11�1 --.; \- .1 U) ;.4 000 --____�� .- .. Im so _f,ASEMENT .-�00 - - 6-3 �1�rvc '. _ ftftm,�� ,0 �w LOTS A IN B M_QRC'JS StJWVI- 1�_ 00 _ I (I /�� - �)t_�, = 8101.0 � -IN +&8/2(La \ "�, W4 41111*.00-poo I . nON tl 51.3 , GYO I--- . ----,, .., _-- \ �,�__10_0 1-- "p. I 11-11, so 4*"� - / .0-11, I-- RECEP _7,3- ` __ ,JW2.;� P RFFJ- 75-_�, \ /I - .0 \V V ri..��i . k _� 0 .__ / --- I � - :��_�,� ,:j - -I P-04 4� - .�_ - \. __ .1-fil ...... r_1 - %'11,0 ...... z ___ .;I.- .1 le ,.p N � �_ . ._1 .___001 - ....."".a 10 TI�XC '_ - . __� -__,,:.-, .1 94 ,", .."�� ,� _-� I 1 / .\ � � rB " ,,' '�i,-- � 11 5 'f-- 1 c, f---_ MCE INV. +7/+19 -, -__1, .At - ,�,:g�-!F.-..�_.t._, �_"_?_.__%� I.i- f� 2Zi�.§A' __ ../ I I- 0 0 - - t ��,� -1:3kik- )t ,.-,,�- -.0. :.i . - p I I , ., -- � -- 1�7 _21�_,!r-r - %IF _1 _�, SEWER MANHOLE MH 0560 -:I-\ - : _�r-- 1_�- 5�_ �_ I \ _,, ,I- U 'k . V-��'-�--, � ,1 I - 'k �4 '. U — _111 .__ � — / / 't I--,' - : ,,,::: - Fil � 11 .A��Iq .--I -_ RIM ____ :_,,�__";;,.001 I .. . �- 0#1 - � ,--- \ I ) � . 6 \ -,--.- -;�%�m ��.---,..-,-�-�,�--,-,--",-,-,�, -_ ----- ?:i- __ I ,,,- _wk, -- - . 1. ____e......C� . \ - , ,<�,.,O' I \ _ IN� . . x 00� "�1140 INV (E) - 8111.9, - //--,,, r IV' ___11 ___,��- - - ) -"Pz \\ Z4�� 00* ._z ,----, . . '..,-R44f- - --E - I 1 pm i . , '11rjV-M - 0-w— __RZ1_/ - ,-,,.;,.01 1111___� +7�/+Iq - -Z. 1. . I If�� olq_ � —24'- ___11 jw__ V. m \ 1� - t'i .z - 11!141 i oe w .W4 _-, 01 /11, -_� �_ __ . ,--' r " 10 � ____._ � F 'a �,,�,� 1��' �, i��_r 11� <� (d ___1* PROP-6§EDr' __ ,,,� .�- r _ - _e� �_% ; NHOLE 0720 11-1 Z�AN / ;e,., ,/ ,,-- - _011 , .�_- R9r? ___ _. - _ / / � ! \ �K � ��0__��__- N, i��, \ - - . 5. WA > " I -_ ,:......W 19F -V wqq�_--i,.yo--3 RIM = 8105.78 100. " I �__ --,, ��4; a, . z -, I ,VEVISED Z��-i !-- �, ��,,>.�-" K . , -� 1: N!Fl - 1:.E�_,T.IZA- " -11 " Ff,R Rr! # :: -0--1 , " - __V -v---- e -- P4 X4 ,e'o* SEWER MANHOLE MH 0540 - __�� 0- � -----' V --;�-,--, ; , w - x - - .., 0-01P? ,,, , -0, C �1 .1 ��7i_-___ - _--.S �11 __ am.,W _q*1- . -7- - �, *1 � . v�6 �;qw i 0�, Ln _ . I _�> .� � K, _,,X 0- -W w ,--,' RIM = 8112-V - __� .�_ - _Irlal - \ \ -7 - \ \ \ I: .-- ot5m -__86§S7 � - � --- -,., ,_,, " '. 1; 1, E� .�,wz -.;; U PROPOSED 4* PVC I PIR,OP6�E0,Ar `PVG�- -- ,,---; - ;_� � A \ � (. \ i `%% ;,�,� _ r_-_Aw lr_! \1 -1 240 INV (E) = 8094.-r _�, __ - . artom \ ,I -,. , �, . ..- P, _,� f I '_ +3.8/17 �� t'A . ', - ,e 240 I! 94.6' SE - %.,. " .a.. — , �%-% .Z,�m��'��,_ �__�' . _1w__ V-�.T *I'.- - �__. . _� . ,f i, — (TYPICAL) �, - ;I _� ��-.,!�j .. - - ; ,.--' WER SER ftf ::� I _CI E:AN`O'Q_T,�Ty_p_ - � ,91_,\-.\� i. � � \ 1�'�I - �,� * I_-- -S �- __N, z NV (W) = 80 _ ,;j - - _ /vr, 0� . 9 \ f - - I - .,,- MI. 7 - � ,�kl- --,;� � 0, - 11-1 - � . 0-A," -_. k _ __ 12; - �� ,, � ,. �__. 1�, I . -1 __ ;,N EMOVE E - -V-, , 'i §N �._ . - I -I - 15; V ____ I :��, . .: \ - �.� - _ I , . In . ,7-, ,...'�� I Y% , ��__ . - / - : - �x _____ __�� ; S. -_ __ -b- wo --;.bi S�7<L E-49'�f'/0 4 &A_. .�, - V�� . ., - R , ___1 _r a PRopost ---^- C:., " �\ � - 00-0,\r-r 0 C - ___� - &iv_ p q XISTING rk..� -\,/� N - ww INST -511- -�_ � I;-,-- \ < RIM = 8106.72/�A ...* --mi 0-4 N. . � 0 4�: /! i EWER LINE - �� __ - --- .o �- ,--,- 'le,_ ---:: . .,� ) , I�A-W,4_ ` ,� , _�_ _- +&13/17'.6 \ - f" � V, -.1,1 . __ Vr;-,;-/ I . I 'Zc' 2 -All. -_ --_�,�� - I i . . � __�- �,,� .:! Z� ��' = i.-j -'* "' __� .-� I__1_1_�_1____a _ �A ...... \, .,��-- - � - �� ---,--,--� ___,,�,-- gy-0 - , - ( - INV. I .-:�g, V - �.�W, .-., � --..-.;��.��r:��;'.-:�.-,-�.-�- . - ---I- ____ \ Kul-11- �_=�;. � _-' ,304r- - I . m___",,_"�W.J&4�� '_ . ....I , . .. _ - - V�,�, . - ia�� i ."', -_ - -_ I V� - - - t 0 __� - -*��_ - ___01 ..� - A"Zj�A- . -�� , --- 7. ., L _1_-Q7___%-t1__j_� - 00010 __ — ___ -I- ,-,- -,PC _�_ . � L a 809?.5 kb-i - - - M; - .--.- �,, — _--". - - _ - _ P�T� - __- _ . - .-- !!� - 1 \ -Ir _��_ � . , V _� - �.� - — - ___� 'S5� -,-- / -, -t;+, \ - - to-1 . --.--.-. ___._ - -9-" --�5"� �; .., — S zi_� -:1�5- - . MZA k-.-- t� -I.-. g�x A-z --�� - -,�-_.� - - r_� . I � il - - -, 0 � .�14V 1__� __ 6_�-_ __ U" e -37 W--_. 11 - �� I 1� --.� -, �. --%*_- ___� .QE---!,!w4;�rw`3! 1 , �7� . - NO ;4 9.5 FNR_-RR 4-7` Q �,-��,,; 1. . , , .- _j#A _. ,�f ,__- - � .. _7_`i�_ - N , ,.a:- / . -_ - . ; I 1&4"K I W-111--I - S�___ I :. �tm - -- - � I� . 14P .,.a � ��', -�-� _44. 7.51. �'.7,�%� :Ir�i %r - -4,qp il�.. -_ � ffit�� - - ,,-- - PG - _.�_._�_ I- # - --, .- � ., -��.,,; "'61 --- I 0 4- V'_'F%,p:`- -4ffbr-_N42%5,��_VL�i,,,:-_--ff&�_wj---��g%n Ik , __ � __� _m;Q's /I , I . , -iitw --., __ I .� - - . ,_ ,.: 0�1; - ,.p;4;i36 ...... � , 11" � � C ATE 8 , ,�; . 5;�c _,�_jx - ) T__J - , � mi� .,li2 I ...... � -f--- . / - /I aEWER-SE-RWCE / . . .I...--- .� 1�;"�_ , - - .1 ,IV I - - �! %��B---q*L - - -- � . /I \ � _pl� N . �&4�-_-_ � , I ' ___5�-��__ as - _�_ I I W A ii�R MAIN - _____11T�1, �2,1, I.A.- -i" 'i - � -- - 0 . .--.- ?��!�%, - " I Ole z - . ..K .=7-__�::�_ .��_ -,-- DPC I x +5.5/17.5 .!� V� - __ i§�_> X �mf .--.__Z,:� , �:% , - _� - � , " � _�.,- w- INSTALL MASTER g `tz�` L /0� �� . - MA � �J .,Mei ;�F.7�1 z. ___. p / �T_1,1�V-�& ?��T. - ;f r�_:�__ __� . I I M_ .45�7' �� 1:. / , le 1 �1_1_,_ �w'- .�_ . S__ �- - i;�0�::_,__ SEE MECHAMeNe- ;e - __ - ,,�-_---, ) I `... � _�;7Z_t�;��il�;_T . 1, ___� , I L��?_;N�l -__ - __ AW.IAJNNLL. - - I -,-- .- --'fil __,_,�_�_ - .. __ , _ , . - OR __ I �. - .. z ,!: , I __ , I I _ . ,�� - / @12 j / - . . -S -Z �,, I _ fs 809!7-26,- \ .1.6e,;.;,L�.1 1_1N_1_,., .. - . , F �11 . _,@-� 114 k A -ga im . r 'INVjW-'= , I ��i �� '" -, Vm ---^-1__�__ ---__- / --X-: !�\ ;�� O1kN-ER;DE`t,1-:LOVER -(;-, -Rtf pkt� . . / ,----,dg!��-�.. - , . . '�, __ � \ �q O� A,.___.�I� ,_� - / - � "'- ._U)T-= 8097.16 R� .,! ..? _ . - � .�, _�_,T --Aktm e-�---7- - ,_ 1A - -- --::,�-.1V_ _. mi� ,,�, 11 - - i / I 7 ,�r 1 ' , . ,x _� - ( # op_- __�- __� a ;TA� 5. � . - 11 % -a �, I -�_ — __ _� - __�_ -,/ // / I A @�M6_5 - �_ _.,:��, 4 ;I VAIL RL-soxrs - . - -FiAt"i", ; - . __§ '. - ED 12/,Q*+io V F . .- 1-.. N I . \ ( -_ — ____� 1__�- .. / --- / g, , ,,, / '00p A0 / Al 2_��'��_" � '. - 0 __:;�__ or, I,- � 1_.1N_.�_.1-_,_r �__\ �, V.., N : I % \ I ._f .�, W.1--r-�Fc I 7 V W. ;�% __ . - K . ��_,�.q-�7,--V . .11 �___ - __� �r-/ // �V� ___ �. -NT 1, " � , I . ..- 3 \ ��*F . L IS.- I . — / Q-Apwm�%�&3 I DEVELOPME - - I IIl . -,1,U,� .'- __� \ 1_�' �1 S _� 4F 0 ,A]': f. =:::f__ � - . -1 .1�- .11 %\ ;g� �-! p�_. \ $its -A ,-� \ --- r _____�gy I / / "z I ets C�-` .s.` I 1-1 �. �' +07/+19 �� I , z��z... *fff�: �% . V, \ ___ / A,YS j,% ___r Nw/_:f-.,Z�vm� - V COMPANY k .- '. � - - ,--,- --, �,, . I ,_�� ,-\ T \ i", I ____ /// - R�� ;-. 'A_,?r-!/ I - - -,,P' -N- ` � A--- - � - r��_ ON. � I w; __�e 11 Ic- '. ., I IF . / r�-p-'S_-�� V. - - . . \ " I N__ WES lw� d�_ ..N % L ____ __1r_ - , #4 _ -0,-,��_, Z , -)O I . I /,-, N ____ , \ f ________� ___ _,�.�:,j,\ AVON,COLOR-kL % !� -1 '�_A � \ --- - jt'\ I , / �,_:A.-R`�-i - 0 -�.,�� : -Il-A � \ 1% -- ce" % ___ . __ 1.� , V / - r �-,, . - - r- .1-jr, 9102.3 -, _\ ZX_ .. N - x- .. �__ , / 'I �/,.:,,/-4,0.,�- icc)RD - - - - - � ,��\ I ____ I S -/ -I I \V - .. -, - .- 4, � \ \ . %. O."T, - -� _m__�'� ,_..�, " __4"Zo— __� � _ %46? �$ / 0 -C�p* /\ / , , �Nk� I- .�,:�_ /I ARaTrm-r OF itL ... k � , � �fiz I %. _1 -�_ ,1- ,:� �. �, S , - -�,- -- .-� � - . , -i� �;,-- ,. . - � .... . . _: �,� - - mm�_7 t __ , �, WEK`��, " - 8103 . -1- N__� "I A_ . __ - _�:;;��_ - .. —V--- _� �� - , 4 / I T-V r11 9\", � / I .'R'_Z�,--.-r,� , - - �.�_ \ 14Y - A%j / _; � I--- -wl,� __ - . . S�--`op-!�'_,,_:�� IZA6�' -F-iZ ��r 10 \ k ; \". 1i 2 ,:� .. fjl�!_`4-f4/ V11*4�4 ; -, z - . _/ . __�� — -..-- sy /'/',� � . . ce _._141�� C - ti '* :L,11' I k. . - A31 v '� I I - --- . -4 wz,�,_ ,��!�� RE" ED I +&S/+2OL3 __ rz _... .� I . - , 71N." 1 .Z K��-- I : - � . m ... - . I V::i, __---- ___� ..-V Zv , I // -, T_Z_� 1__� . . — , - 0�4 Z 7 1 .. -NITARY/ . - . 1� -.1 . -RE 5 I 7 _�__ ;� .k - rs , VA p 11 It I "'. \ \_1 4�� " -, .4 / �� ,-,I;� __1 45-t 1, ., . 4 I j - -- m �'_I ,-"-* - - .7, It 6r $A \q+&V 2,11.3 � 'A,4�. ,:,m - _____ , - /I . iz Z . ..... // //g.g !� v PIPE1, . __� .g ,7� / 11 % I \ % xw�z�-_%z�� .:,z :�-.-n -3�`.�_ -.--..- - , _ - ....�'.� ply� / " e,x, - .q-��, _/ / /' to \ ___1% - �ee_�_ :�. .. . _. . - - ___� !m/ug __�p_f� �i-._#- PECrURE I .... ,,, 1-:11 - - -,- . I/ ,2g7g_ .I--,- +V n+ .ff _.. _;��: . _.- .. / / // , - , / --- ---, ..., .--- . 5 // k . - - . Ity - 0, / �ux_-_,.- /5 Denver,Cokwado t � - . - ,__ m �-. I T . . P. e , -- - - .�-,I.z.�:.; . ., , _____ _� .F/ // A15 ,i, P j, %A ,_ _- .-.��, � -- p---�z'�� -P.-.- , . , -.. I . - , , ! � 'm �-,-,-,-��.-._--_----_-,... - �.--_. -.. - - . . ..., . - . .. - -, - -? -�, / I -,:� -�,,-�7 . - ... , ��g;q�z ,�-,_ r fl_ T -)Ip 1�,1�7 ". T ,�,- � � --r- m:- . . -1 �_ - ,; k_�.. , , .. _.. .. . .. � 4 41F __ -� - �/ 1_V-1A_1 �� - ;. . . . I - rf_]� 4, i k�� ,� " . __ :.., k .I F 1- N 'R t1L 'R L; _- ' _i ;� rm ! I .LA,STL .N%,N +09/+21 --_._ \ , - 7- -;,�. k 1;01�� " - , i .Irx:!� . / ,/ // / I V .. I - �_ - " `�,tl_ __�'5�,_ �� , , // � 2 .�'. � T , / / O& \ �'L -i - � M __ r--__ - � - , - Z. - . � ....- . . , .��_ ,�! - .i � . �_� N . I--,' I � S!_�_ -W! / 1// -__�,_ I , ON -_ I. - -Z ' .I .. . . TA / / /�: - .. .� _,V_� / . \ & It � 12K, __.. I ___ : . /?/ " 1 /07 1/ I , ,�.. // , '-r , ,�iz . .� p I / ,A��/ ,� . . . ! - -_!;��Tf��m _. 1. - .. . 14 I/ - - 2� - __ .00 DESIGNARCHITI-k A ,� , I � .. . : eQ�_ r,� - �E , I _-; . . ,--- . - r . - ,"� . . .. . _: -,. . I .1 / / .�� _- - ,,., , � , ..W. m 1. - .- - . . - / // . .. . : . � - ... .: . . . . J ,7 ' 'i - - . ,.:, %, . 7.. . .- � . . . .,. 80 !��011 \ 1URT I 110)X7ERTON . . - .'- . - -, ..i / - �',' - I'-- '7' 1 �i - . k0%_ , ,- - ��_?_:,'. 1_ ,J � __ .- . . - - . _ . I I I Ar - , , - � �_- ; - �.! - . __ V ... - _w lt::�. - __ - - - _ . .. '--'&- - - . . . RIM = 8125.1' Ar _-: ��- , �, I - It H I';,-- �1 \ SEWER MANHOLE MH 06 i .61 , // / I �K / 11 - . - - - - -� _� . , - 41 , ., � :- . . . .. �.-.I p-L". ��-- yj- -,-,n.q,-.- NEW YOM NL\V YORK .- -7, _ . . : .- . — ,a- - g - " /, . . . - . . - . --I // //,� - I .. . . �__ . _ ____ - .. - I :al � I , - . . . .- . _. - � . .- -______� %A 1- tX2 ... tmw W, ___ - .i_�`��;;� __ -��--,--:�"-;--.��-.,-..-I�.�.--�----I .- _ . - _��--___ - - 1Cr INV (W) = 8118,0' . ._�, 1,, . . � 11 -�_'_ IV \ i�,_. - � __ . - _ . -111-w��,� __�--A- * INV (N) = 8118.2' � " 4-i .-5- -.-f. --�-,- " " .. ... - _— - I k -- �e / /, �_', ;. , 4 - . . . . ..,�: - A Iii . m / x , , I .. 1 _ _ _:.. - , . . . I . \� __ --, IV - .� -_?�---- __ . , , , - - � .. -- . ___� - �j "i�'01,x_ N�--� I S-f PLUCTLRAL E_NGLNLU -11 , , e :::_ - - _"�� , W�s��.. - " -- � - - . \ ___ /,-� . - / , ,_\\ ,\ y A g L-..1 : L - � L 1_165_E�m, -w - --�!,1__,_--%:_.- __ - � .. . - \ / // / / _.�':%,1.1y - t .3- 0 I W,I+ .. - - I J+�. / - _\ 4 _!�_ - . , W,�:2 . _51 - - - , . . - ilj�,4 1 _'l -:��4, ..--,,, __- - -- .-_ i: I i ,_ - 'w,'-_-�z�_lt-'.,-:� . . . . I _�, / , i S/� I /// e __ — - 11 -a . - . - - __ ' . .. . .. - I . . ako , / / 4�r��4_i�� _ / — --..- -0;1-- ----,' MON .OF&NLXVID-L F-Ni(;[N iR-S.M : T _ - _.� ,� - __________� // I - AmAr ; '� I AVU*COLOFLNDO --- .- , . . no *,_V=�_;-. _ ... -, , . . I - . \ N. _wpw � '.1 .- . - - . - . . . _ - .1 -, _ _ ; . . - . j / .�*�;, -��_I-, , I �_�_,__;�_,_ I i � - - - 42 - \ I .1-11 & 50.r.- 3.5'V�- . -9- �� - . " _ .-� 'r_,C,-_�k- -A��-� .1 - .__. . - . . - F_ -:;.- ::: _ - _ : .. _ . . __. . %% m_--e---.. / . . . . - - NY t , - _-_�'.�,- -.-`-_'� - -FI_TTL_1% $ERVIGE-i _: ..,`_ --._,_: - . . I ,--- � ,-% -.., / Ek , ./ ---'l ------I I - - �� \ ) ,-o--,��._ - ___.... - 1�:.__, - -__ � . . %. \ 1�% W R 'SE A10 ,fN Iff , �. mLaw,41GALL az-umc-Al EN;(;,-N',' - -j . _1C �, - r�___: _. ., , .., . . �:__ - . 'A �% A NOT/ 13�1 ,V, �," �- �-,z.,;,7--Z ,,/ "O. /- _,j / ,I/ .M-E 1;_N(;N'1UiRS,ViC � __ 4 - - � � - - . . , . - __ ' -' ' - R " I t I ......r �t��f-,_ - - --' ,;� - - ' AR - - �' - . . .-I.... I mvr� ..- YD . . � --, - - ,,��-A \ IZ / -- - - -.,_ , " AVON,COLOPUNDO 7'. I � IA� ,�y - ME �-� IN5 - __ .- _. �_. MSTING .. -'- . , _', - , 1. SWI 6,Y. .. . . , 1, - . . , , -7 - -. . - - -10 , , . �.- --: - - -1 . - � ---x�-r,C.- .-,. ..��_.i�W4..- >. .. '-,.- - .-,',-� _. - % - i .- - -, _. " -- .�. : . � . __ - . . .- _3 � a '6. . 14-_�.�_� _...-1-I.- ...-, �- ---- . - - - .. - " .. - .- . __ . . - / __ - - _ . � _*0 - : - 1� . . . . . ;, .,-:: . .-� .- .; MARRIC11T - �" - - - 0- ,I C_fVrL 1!�,�GNLI_R .1V%%1_ ..z __ - . . . __ - - . - ��,�_ - . - . . , 7� ., . ,�. . _% . 11 'LR24G _ _ - '_� '_ - � , JUITNE ENGNL; ,NC , - - .; _. . .-�_ - . . - - <�- � / VAIT,COLOILXDO m: - _._Z� 2_�__'-_- -____�� , - SEWE3 .,,- -:-�-- wzeXd!,_ - . . I /,--��.�, � . A I - m Q_1��_._%, $ _p� ..- . - 0 � e - �,W,141�__,_-+,/ .. �k_ - , � OC,ATE 4 A VAP,1 i , . _1__-1 ie. 5�krl�_ _- ."I I , I .- _Z y- :�__ - eL: � / . ..�F�p - -F--,r , _ , , k __--v I W� a r�_. - "r ..ml.. INTO . : . lmi�,_ � -� - _ - _i�'�_� 11 .� _---, - i .. - tL _-�, - - , V - - - - I' "tr___�,.:".-___�� \ tA - _-��jNVZ;- �11_ . kECAJCER ; : L ,_... �,_ '__ . . . - _� - 0;�%sr N .. A DR :. � .. , . - . - � PARKING . t� - ,�� --./ -A W / / )-- I �� ;��KVI!PE, INUAW - . 'g�"p, / / j ,q V,� 7/�x � i /�:, I -_,��- � : - . - .: _ \ i/ --, __ , � I ,� -� '�-�_:_ -ANtXGATF_ .VALVE -- --. _:- � .. .. _. � -;. .. . .. . - . " � / f 5-�_.A.Q--,r� i . _ -.. , - . .. . - - ,r4 * I �/ % w,j�:f __ - - . ., . __ ;. \ - . . .�, I fiw�P ,-, '/ I .J / _ � �,--- `J .-�., , -__, �, -M i-�.... m ... , :- _ ... : � . �W. / r..-- � - --0�. _. - 1 . .- ._ _ - , _ .. CTURF_ . . - z / / / Im. ov- , , . . �__.- ___ _.-1. _.__._16� _.- � . - 1 ,. -.- __� .. . . ..--m_..___ _. _ . . ...-. .- ...-... . . . .. ; z 1� - __7 .1 _ . . - m. . - , - , . - . .. --- , - .- . . \ y x / / - / C2 . I_ , - : , -1 /' �w: . , ---,,f- ' -�-- z:--- -� " - .;I... - A. �It � . �--A,��-!)F3�r-2 " , - P - MA H --'L - � . . � - - *ST , . . .,� -, N 0-LF. " I . _ 1��. . � ,_,-, 7 L1"__ - , � --;-' ;� , -.- , --�; 1.4 ,-L ��D � - STRU - - _�_ V � � ..--, If . _81w6 ,� _;,�- . - . - . - - - . . . . / /� r a - . . - . . . . . 0 , - I 111-F t "n--�-_j�-� ,--�-,k10 . � � - - - \ // � / �. e4uL;_ � --.RK -_ / PROJECT NU-NfBER: 84253.3 . . .,,_ _,!=�.... - . , , -- , - , - - � I., . . . -�e� - . . , . . . .. - . . - - . . . . .. . . - . I . � , - . _. -_. - . . - , 0, — __ ---.- — 11�__ . . - - - . , . . - . . I I--- . ...- __ -- - .. . . 1:. .. . - -7 \ _. T ,-7�1�- . . . . - _.� . �. . . \ I - . . . . - - w?" .-I.,�-7.1- -. . . . . . i,7 - FKUFWJU)_;5LV" . �.. --�-_��__2 i��,�"-��-�'!-- - Z_�: q is ) 7�.,.�...�I--, . � . �- .-- , �, . -,I '�,-,_ ,0 _y�q F�0�1_� .1 . f , -�,_ . ILA r-- --_Z��' I-g:�Ci ) .it i I . \ At TO ELEv :�� .. �C,�,�F�- -�.--. . . . - . ... . - - A I / // / I - _�..T � y m_ _-- 1 ._,__._-'1.7�,.( Y_10,�(NY. stild�� TIW 1p __w .- - , - - .. - f - - . __ � - � - . 11 � , _ - - z . . . , .� . : ' - , ��,. I . . . .: - �� - -:-, -WER MAN14OLE MH 0660 ,'. -/-�;RUM--t--/ / . ,� � - - . - - � . - 1/, / I - .- .1 - . . : -�: .I. / ,,�w / I.- -N-g- A- / � .. VALL NEED MA I-tg,i _.- -om �J\ ,e4 __� /.; ,/ ��:-_-. �,��.� Iwfll* (0__4* 81 . , f: .� � . __ I I . / ISSUE RENISION DATE I- -.. . 1 . .... - - ."._.�- �_�I - . _� - . .. - - . - '__� / . ' ' . , -. " - RIM :?. 8130-Y ' 4V i 7'.�,� ) . - - .. - . . .. .. I 'm , I ' '--- � _' / I - - . . - - _ - ,_-.- �r . - �� . - . - . ' __ _� \ AN n I's - . aT- --, :'--_3:?:-'.�..,�- - 5� - , " .,-... � - .:.- �,_._. . - -. �, - - . - & I . . _�_ , / I / - - I/ .:: . - -i, '_ _� :�; . - - .: � . - - . . \ y k / / &S --- TO, � .��%,T4 1 �. .� __ . ,.�� . - . � - _.----. , . . . - I \ . - . 1/, D RESOPM !-ti�_Z -Iw- IN -,--- -_ 606'6W;-. .. - - __� I , g,_p� - U . - __ $`- _.. . f __ . - - -- . 1O` INV (S� = 8122,1' �_� 42 i I -c- -1�� / _. _a- e , .. , ,-�. - I �, -:-,-:A: _:_ .�.-.-.,- %- . ,_- , S . . t-muFuzitu a ult� . . ,'I- I- - I �,.�_ -..---' m_ _.- :�. .- :�'.�_ ..�. -,f ..,.:: m %I- - 4 _ - , � - Np -�L,ji-_--�;-. � , - . 1 . . .- - �'i_ __ :_ . - .. I-a' . w /� / . , ; . / - . - - � - .1-F 1 ,5LE . � �X�N�;r '11� ___ --- �. - - . .:..-- .C. ., . .. I : .' -M ., A44j'A 19�t(N) - 8122.Z -_ N . - 'T" - - t', - - - - -A �'� :.. :, I // I 11�/ -" `�"6- , - w t 7m _�-�,:.--N� .�; - , ��_ � - . /i �i I / / / �a_._.. V- - . �14 4 I - ,- . - - -V \ I / / -,1411 I / I - - - ,. . �: �...__�. � -- 4- ,�_ etiv_� __ ��.,., _�. __ - - , -V\ / m t ' \ , 7� / I-- -- 4 - ___� k - nt?- 9- .- ;_ . . . .. . g _: �. .- ;. b :4 \ / // "'i, e, A�.k.�,// ,7�,,.r,. 04 CONST DOC .� I . . .... - . , . : . . -1 .. ; - . - % �A�;, yz ,*- I, I - . . 11 -Y.- .. . - _. � - - . . . . . . - , __ -, It . � , - , - - _ _ __ - ��-�Z: ., - 4� fSSUE' - .. _. . 1: . � 1� I : - � . OIAWSUP%Y;�� -� � '-., - ,�:. - , -____._ � - - , .. . %. - - . , f ji.- ! `�_wl / ;.��_lg_,�__N%��__ r LOCAPONS.Or- 'm Bev . �_; . ,;- .--l.'.. - , t:� EA f�q , `�- - , _\:&_1 �� 1�\, , 1-11, C . .- - . �._� � - - . - - - - �!i / . j1 - , - / - z .- - -,- - --.- , -- m .._ . - . ... �-!:. I--,' 'e, I--W�__F_,Rlq �A` g 1 4 . 0 / - . . ., . I I , - .... - - : --- - z-..;�� I ,j -IV*-7'_ ; I FOR PERMIT 07.23.04 m __ . 1%. . - I.. .. , , f i I I � �,�, - - .-, ��-- - - -- - - I - ..- - . _ �1 , � .. - ---- . / ( I /. - - . j-%, -- . ,:._ - -. - - I . - �_ -, _- m .- NT,A�i_[ED. �(f 4 If '? . f ,��-�:- �� .- - �.7f- -,�--_ �-- %� ,��-- - - -;w . N- - - :.. - . .._.:z ... - . .-. .- . 0 .. . . _. . .- __: �-,.",�_I j--y- --- -S�IN . .. .. ��.-_1,4_;.'_�,_--_ -1 7- - - - - ..1� .- . � - . . .. . � _ - - .�_.__i:_�o j �e_-- -Y7- / . - . - , _ . �. . . . . ' ' � . . ., - . . - . . . . . . . . .. ..--..,. ...-_- � . - - .. . . . . , I - - :1 .. - . . -, - I . ,_ , 11 I , r , I � . � .�, I t -: � - - - - - - - "_ - - . ..- . , -- '1� - 05/06 CONST DOC .; �, . . __ - q - i _ _ - - ��_' - � - - -,- - - � - - - - - . .. .-M . I W� �- �, _'�-� -_- " _� _m _: .-, - . � - - - - �e', - .,�_ __ �. - , , . 08.13.04 - � - � . -. . I ��_,_._ 1, - _. -1 _' __ . _. .- - .. . . �._, -1 T� I / ,:_-b� ;-N.P. __ , - - -� - I /i_� I ____ _� -,_" ` ; - - . - . , . 1�� . � . �, . �_ ,__ " -,-�_ 9 \ ___ V - I - .�.:�. - A � .� \ + . .. . - - " \ .. m . :� - 16 - A / / / r - I 11_/ . �, -0-01 �, '4- ----- M LOW10ktC _:-_'-"� __ �__- - - \ V // / /it / 7 " � - �ny . � ji ZQ41AL - - - - _::.�_ . . / - - - . I 11� / 9',Ck_� , �:A-14 I -_1� %-Ak-,:-- __ - - -�___�4__- \ \ j!� / ,!%, ( , / /§ . " . � �,.� . ^�_ -� \� " t ,it--�,l \ , lli�` " tile ,,,_ !_� `�' - --_- .-. �','.-_. , - .� -,---, -, . --. _--_-� - � ., - ,.: _ r,57 � I ,�: --,---: __. �.�:.z-.:f� '.:-_�e.��;.: - - - � - . - - - .__ - . - . . -, - � �. . . - - - �- - MA / I " - -m .� ,I /_�e N�, // -",-,/- .- �.,.-V _. . . . - ._. - - - . - . . .- -:��!i� 7.-- ' I 11 _____ r% TUNIN �y � :-�- -��Z-- : ' '- ; - I _ . , . . . . - . � - - #1 � ' .. . % , I - . - ._� ----- . . ,. . . .- . .-: - . ;,A \ .f . . - . . . -- .--. L- - . � -AND ' � ____ "ATE , . . . .- - I I . \ '�_,^1p _- ". ;- . 14cv-, . � . . - -; . . I __- . 'e4 .1�� P -�_�r�:If�"_�` T __ . � \ ,A. I / i I // ,w I / 1 V, W3 E� - . IN - -4 \ I I I \ N-1 . ,---.,---��:..:� --��-4..:.'��. .-:-.,�;tjmfg�CTOR TO At - � 1 - / .1&1�.d _e�&� 5--__1 " I , " ! - , . . // - � - � ,;-4. If* \ - I _. �:f, ;�' \ Z.- __ . _. �7� \ \ Awk-.91, q_ �� --t- ��,_ . : -,- - - _`7�, , �' _;�._,;z 91�fMCt---ANY DAMAGED ' - �' \ / I -, - , / EL REV 09.10.04 ��-. - . / - _�_ -, _- _�_1�7 - --____.1, . I - . � �, I f* - / I / " /I _ - ( !V r _ ' ___ -, .'...Z / . .. , L't \ ��___- ANSt,LL" . . - 9:: /.1 11 / 01.03.05 , - . � - S1 -�,�. TAI -0 -: .. . ' .. - . . 11. -�;,',� _1'!P_,__131_� / , /I 1 I I . . 4 . I _.- ��.--_-- _.. ' . . - � .. . 1. . - �Fll ) �U�_ ._,_ 9 ` I / --' .. �L4� _�, �, , -- .� -'.io : --- I., ..,. 1, . . �� 1A -;F / 1-1 I ,;�� ...- --- - - - - - __ - / 1�1 ______ - wv�____R� . - -- -- __ . I 1EE -.-------- 41�1' - ,� .-.'- -��_ -.,-- ... ': '- '---'- - . - . - . . - . .. . ,;;- . - - 7.-� ;_�-, . , _� . ,_: - , :.. . L_� :. - - - " . 7--- � --. __ . �_ .. , -- .. � - -A . - %Aft. 4�t*/ --_-.-,,.g-,�7-, .,-, �-A-__- _Z�. 14r � .� N�� ' ____�x:---"�!--�-_---.----- .� - .1 -, 1; , _.;!��. /// - . _x- y _-;4.f I;__� , ,..I.:- --I.. - m . ---�-- --- -; :�.: - _. .�- 4 _.�_� � - I- A.. -, - ,< I I _� , - - - - � � . --- %.-,- _. -2.-. - J - - - . � __ . ;;;;� KEYPAD , - / I iff 41 _11, 11 "I .. . ._ ,-. -- . ,1 _. - - .�:7 -x . - - : - . - - - - - V - -V . - .- .. . . . _*�\ V , __ i - " - -.�'..,�: . --��:,.--- -�L!� --._ �, . �.- -.�-,_ .. : , � -� � SEM - MR' 0620 -.--- . - :- , , � I \ , I / -, ; N .-�-_ - �� - _i� �,�. -- -I- - , �� - . .. - . - _��:_-%, . . - ., - - OF� ____ I - _-� -r. I � 4 , _ . -, _�g /� / �, � i - MR .�, I MOON - - SECURIT , . �,_.J�_ -,;7 '1� I is � - . '-- '._0 A __- RESUUNG-FROW, .\ %, - /_ . 9 , .. , . . . - % I / ,%- -� - \ H , .1. .- . ,. ,"-.- __ SHACK T�,q __ , - ,_ , � __ :_ '' LAND C�AP]I`i I _. - T__�._ I __*1 A5 FIN-A,L CONST - :� � I \ - ... --1 . __ p- . 2F�r� l- 40,- A�PHA �:: — , � 4 _ ei .4 C � Z.,2 e�,__`.-___,,_ S )a \ \ // - I _.? / / /s/ I \ -- :. _ : _- - � , �-- ---- - \ � - ---- - -----,�,_"-_--; _- '-T-- � ..,_ 0 ;CF M , - , - N _ � %_��: - _ ��-� �- ��w -..--- ? --:� . . , _�.�: _S� .. . j, �V LzW zzqe Z� 371m� �o�: _ �- - . . .. r VA�U 5t_ �� .- .� _�..�:: . - -_ - � , V -, � _ - _ - � \ - , �.: � .-ES OR EA04 . . - . . .. i�.LW� 7-co�WNS ,___ �-, :',, -_ . . __ -- . - - . �4 , - / e - - - - V if SIDE - 1 / ""I &NDDENDUM 5 05.16-05 � _� ..� . 's � I I . i ....., � . - - .- - -___. - I I / 1-1 ,�,� -q9a9!r- �v�-Z-�,-,:��.-,i:.._. �_. . . . it . - _. O(Z . .. __: 2�--T-..�_...E7- .. - T� , ... _.� :.-, � - - . mi - - ': " _:;�f�.��.,., .,-T4-'.-- _- - 1%� 1-1 . _. - .- . , � -� _,.� :If-- -- -- ' . .. , � - \ . , .V ? �%fzfl----- p- /I � k / ,-� ,�i� - -_ � .- - -� - . -- - I __,g. --17- __:��_ :--'. - . . - � - . .. . - - / � __ %%I . -..- I � - - r��, I�gj,�E.,�. W�.z:j . � - . . - . � . - ..-. - 01 4.�p - . .- .. � - I , --� -4 " -q4- / / ,� y . - ��;:.�.,\ V , 1_�' ,�--z'7 ��-__.. .. ,_ _. . I - -�" -,. -�L� - / - - 'X-�* ,"V��,-�_.-_� __- .--: -- �::.- ....-.-- I I I � �,, __ __ . 11 \ 1�' . . . __:.-� � . . - .- . ')k -�ji--,-2� -----.- .. ..� -:- -��-� . - - � .� . .1. - 7 ,t* - , -5� � . - , - - . - .----.-'... - '. � . = ... 'I ,__ � �� _... ... - -I .-_. _'_ - I :- AV. -, - . -_ .- , , et - - . 11 In \ . . / a '., _. .,; :-I__-, - ..- ,�-- �,�� :�.,-,. -. -r,- ' - - � " I'll i -i -:�� 'I \/ - _- � - �A . - :�� %-;;& :-- �'_� .' � I.-."!;T . . ..__- -`,�_ -.-��--�, �_� .. \ \�\ ��___� __ - , � .w - - , - , , � - ,7- - . ., W_ -7 t . �!�L__- -� . ,.�. .- � / , \ - ,�:. , _��..-�_ : - -- , -� . -, A ANH .. :�_ :.. e i - - - �--, - _. . -- � . , - . _.. W - RIV �b- 8120� � \ :i 'A �n - . . , . .4 I " , � \ - A - � - — - / al I- �Q-5 Za�_!--z -------_!-�,� - __�_ _'. �r:.__ ._�?.��=_i ._. . ��_ �, , - -.:--� -r - - - - - -�' -- - " --- \ .A __.. I __ - �� -z,.-. -�� _. �� - a 7 .. _',i�- . . . INV (Fy�4 , 1 , - _.__�k , -7 > \ I X nmu�-�,�,�-�z7�- �_._._._ - - .:�--,�- -�.:� :�'_.%. -!.;��_-: .. rt �� (WY - 4 W ' I �t_�1 - / // / / ,_ - , / k �- - " - I -1 :-:� i - %t I �� --,:,-_- - _. .. , � � - , .; . - - - , .. - - f Ov m .: __ -.-- - =� - 1 - .- - _: - .- - -.-.. _'� 24-.T - _.-_ - sm � - . �0 / --- I .- __ __ \ , .__1 -___ - - - .��--��- . : . - - . - m.. / - -- �--- - - . .... � I" — ` .- . - -: ----, - _. _7� � . - , / % _-�,��, � -,4 ,,-_7�t� --. .-; �f - _;r_- -, --, . , , - - .. . �CURI T j ,� I !�s _..2 :"._� . _. : - � -- ---- , -- ----,.- - - - IN It (N)�;* 51 i . --jr!!t_ -i��_ / , "( - , I ,_� - :_ - - �-�__,:&_�_I�_, .- - . . .: _. _ __ - . - . � - � ! %, . I I L�. �, --- -,w , _- :--,� - _-- .�'_-_-_--., . _.. .-, :1 , _ - _ � - - -,, KEYPAD %40. / . I c ; I - \ . - - % .. _1� , . ,. ". . . I . . e�? � -- - _ . - . . .;. I ... - -:. .f�-..-- i, ,---.7 -,--...- - � a . f '. . I 11, ��a_n�X,7��;-!_� , ,_ , - - - � - . - - , , - - .. - . r -t-�m . - _. - -�', - .. , , - . - . 1. - __ - ;.ell / __ .1 �,�:�� I- --_ �� ..,I . k\% \ I I. "D / , , �_ --- - .-'- .-,-' - � .1, -- - - - : .- --- :.-- :�__ -. - I z -, -'s -, '�-!�--_�_;_-;----.-,�,--�.--,-� r ,--- .- . . . : - -- I - . -I"-..-- _ , -�,� __ - . - . ___ / / � �!�',-__-� : , - -i _,,--�-_., ,... 1-%.., - __ _. . ... � : :- . 7�__---e- - __ i� P - _r , -�- S -_-�y-:-,-_!,%--,�;; . �.. : � � ,� '!��,31�W. 3 iV - . , q D I �z , �... . �1-'-- ��:--�!�.'-�� .,- . i ..-.�,.. - ,. _ ..- - - _- - - - ,; 7 .: . -, - jr .. - �_ , �:� I \ W_ . � _ - � -_.� ... . . .-. . I- _. - '- . - , . � - ) ,/ . , , � . ..-. _. _- - .. '�, Is - -D - --- --, - - .-,..- -7. 7r: - �� I , '. "� .� , /_-, L , . , :�_�_. - --�_ _�_- �- .-, 1.-� ,- . .- . . � )/ / - \ - _4< 11 _ - , . .�R . % ..��7,_ k I ; _t ��.- . .. - -'�� _ '�7�,z:.,--�7��.,_"--�-_-% �- ._.. . _--� ..'� .".. -� . - - - - --- \ L .- - .. -,. ,5 � Z� � _,%� .� - -1 . I .- , . ' . . - - - - .; .. -� __ I -- -- - , .._ f �,, \ ! I= - �--,----�- ,�-,-�-��-,-��-_,--�-�-.��,-�---.-.. I _`� --�r. _____ - �__.-.. _- ._.-, �. - ." � ..I . - & _-, __ - . _f I "T-r�._,._,�,�__.�J . Z� -:�--,I '- � - . Arr --4-j . V I V I _"Va�� 4% : - --- - - - '� - . I *N �_- -*A_�: i It '-,��_ :Jllv_,__�:� F, - It 1�" ,-�g�gm �---t - _ . - - 7. - � - , . '. .---. -��._- � - -- - . - " , , , -_ -. 1- � . 11 .,. . I __ . - :% - . . __ I -1 ', " __-1 W�-,,�!- �_i -, . -,.-- _ - -- . . - - .. .- 'Vv�— __ - -�- - NT kv - , r _- 't - - . . - . . - 1. - m . , __ . —w".1�& _ _ . .:- , ,-_�-� -_.. n�___ , __V ; % �_� - - - I . --� - - . . ..-- I . - , -.� � . . ___ � -,-� - ---�, -.- _. � ----'-' ..'-'Z�. - - -�� - - 7 - - - _z�,�igr ,-27____ - - 11 , \ \ \ i-%_ :�-: L"_ t - -----�-Ik---.-,- -_��.!--_f-.��__ .,] - '�� 0�7.wl---.--:.: - ,_ - .: �. � . :I- " -..-Iw-- ... - , f - . . . .- - �_..�....-- - . "- - - ._1: - . I . -f-1-7 - I-_-�� ._ . _� ; �:� . - ..� - _� _� _. - . - - - . - - f , :_ - -�- 0 1 . , - -� 1� � .. I . .:.-- � .� ____ - �m� , ,-- - , - . - _*__;�. - / it �, _.�.:_�.._;�.- . -- - _r_ - �:_:_r+A__, ( . �.'- � .z -� - � - . __ 2� __- - ., __ - - .,--_�7_!_.-� K�, / ) - - - , --. �.. - . __ - - . . - _- - --; - �..� ..- . . - . .. - - . . Lorp. � - . . -V4_ . -,-.- -. ;- / i ��___�iS�-�.', ��,� \ I . J'.r�-_ -111._.1 - � - I - , . .. - � __ - -Z.f-_ .: :�_, - -, _4 I ! . _ . - - _�-,. . - , .�! �. ; -__ '-- ��___ / -�� -��,�.L-i_�-� , .. . - . -- . - � - , � ,- - � - -,-.. - . - - I - . .-A---. ..� .-. . . - . .- 4�1 1 :� --- __1- 4 - - -- -14 - - -11 - --I- - �, - - : . - - - __1 - - . - _. � . - w NY NY e._ 7 z . _r;��_ ,A_-�,�_..2,.,: -.1 . . :-. _: -�- -7,71- - ... - ' - - ._ . ., - , .- ; ", .��, ir �, .-.; _- � - �,�-_., - - I - - _'_ - � - - . . � . _� , - / N '@T '1� �'-;_," A -----�."!�;,.,-i��"..-�-,-��, -,�-� _ -_ . ` -� - ---_:�-�-.-- -..� . - . . _ � . , _ . `�7_1 � - , . - F� 11 , 16 i ...--.,- 7, , ,�,�;-_. - _. . , - - _. _... . . _ .- ; L - - - r z I � _ _ , / T - I \ \ \ 1_/ n ,.; .._ -1 , - - - . - �mys-;;�� . q - �. -_,zz�..:_--:_- - _. -, - _ � .. � ; . - 4,W�� - �� . - .- w .� 4f / . ., :. - : __ . -, - It I-. & _.... A / ,,LL - �._ - I . \ - - - - . - %Ip" S -7 - - - or- . - - __ V 1. 4-_� 'Ap�._!4 - - ��;,� ��,�,_., f .�rLc, __ 5; __ -4 �-.:f��.�&W��_ ...-, :"-F'!--_--'-.- __ _7�-- �%`- . 4�_.,,�� X.. - � " __ ., . P6 - �--- ;; V I . - - - r " / I � � -- - __ . . - � - --"-' " � ,/ % - . - - . -_ �7�., .,- ... ' - :, -4 - . ; - 1w / .. ' , � .�7�� / - , .- ,._ . _ .l." -.X* - - I , .- . - -- - �__ --- _14 ,L�___ " - - - ��- . ----.--- -1 " " - , '*� i7 . . . __ _ . _. .� � -- - A�A-_-;. .. - , _ - . . - .- -'I.-. - . - .T, � 7'ettA_IF _.��____te"= - . � . __ - -, . --- ,,_,!,I-- - , , 11 I . - -.41 V, .-\ . . , , --- ,_-� , , - - . ._1- - - . 7' -- '" - - -0 - . :- . kftl� -�:4 �_- — � -,-- -T - � - -- -, . _. .�;_ �_ i �V^ AL ��- ,A . __f�_. . T -I- 4; % _� ro,�� \ .w ��K 3�- �F ---,___J�-> V_ . - k- --_ -,"�.,� 7�1 .�;_-- -.'�� ,:� _ �Mff_,.Iy _. . _. - , - - .. �,; �- __ 7 Awo.:_ -, - __------.I- . , "I ��_ � , _�� - -- ---- - S - _- -,-- k m - ,��O. . I . :. I � . _� - - _: - , _. _- I _� - , - , ��!, --e & .. - ..,-��4��* IK ��_ -__ . - .. - - . .. , . 'L . 111Z \ - .. - t��tof �-�,t� �,_, ...__3�; -�._- ,7.--.- _. � . '�_�-- _jkt-�-Y!F- !��:�----- , .. . .�.�-. ,�� 07"COW"z - L - . . -�`�:O��_4V " . . .:w Z�i . x "M.- -_ - - _ . , if ! / ____ .--- Z�� -� - ,,� .� - --::. . , . . ___1 . __ - r� I�IRC I i, - - --,w-,%. --- -At--- ----, �- - 1 -- 77� , \ _. -� .�,zZ;.�k, .%- - -_�- r WEST L .-H - i�=' -7 g -- . \' amz , jl�. ��,-�____ ...-- - �t � �� VA-� -, - __ . 101N I I . , R , ,4: _. � . . - � . - . I I - .. 1_11z_ ,- � .`� .. . . 'Z 7 �� - 7:� � - - - I " . \ I , ___ ;�� &kmmm�__ , - . . . - EN 3STINa .. _. � - " &I - - , - . ------ -� - � / ._m,kk,,�!! --7.� - , - I . I- :.;�.-' . .��_m. X.- __ ., J I .w. . � -1 .A/ � I "�;m, .�Z- ..-'7, , - - _-* � ___ 10. .f� ,--- - ,-�-,1 . I lk_ , - .��7 ��, W_ �, ; -- . :, - ---_,,-- - �I f i // . . _� , -'._�_�� -e: . - - - , - . � .. � _�" - -- .�."., Ift 0640 - ,�.- 1 __7111 \ % - �,K�_, .:,,�� - -�� - - ---- . . _ _�. -w .J,- -.,- - - 7 ._ . 4��,_�'�__ - . --- -..:-, - - __ � I ._R�.-"-� -_--,�- -----T -_ . , . .. �. . "__0 4 A X�: \ ,�� _�]�,f___��_�I. ._� t'__F�:Z_ -_ � � '�'_ P - -.� . -.W-- .w.ar- - r .1 �,� ,,, a -- ,-A. -T.1 ----.-j —-%,., ______ --- - - . , U) I--,-,�_55- _ . In I=a - - ! � � - - -- w - � ,--l'-'_�,1�.-_:!� -.��__�gf�__,__ __ AW' _14 . '17.,�� - e�.� ��,�_. _�I . - '.. - _. - _� ,;.--_,�--�_-i-- j ,, - , __ - .4 -:, ��, 7 --- .- - , _:ZZ ' , - __' \ __ �4,-K� -77 . _ _. _. - 1 53�� j__ � �.�-.-�L-.-"�-",.-z-t��---.�,;�-.�,'-� 1�-:--i'7-,--�--- -"�_`�r - !�� / - - , . ��_t : - ��:'.- -� _- - .�E5..-,�_!�__ - - I I�__. i, ... 7 -xz�� _r--�% - ; . - .. ...--w 4, z_ ?�K-��-�- - 0- ,= .. ' _� - , -- -. ' .. ,% _-�- - -141.t- !w ._.�_.., . - _. . :. , ___ I I �1� I t -:: --- ��,-j�z` .�-: � R ? ,- -_��, z&-. r L.i , -�6z�i- -'.--,f.-.-�,__-7- -� , - - - __________�_77 1 ---,- .-.-.,Z��:� ;�Z_7 .�---� . . .- - :-- �- m,�'. , �-:::::. . - I I--- U' �_:2�5 I �-"-, � - t7l _,-. .Jjg�-- .--- —, , -, - rz�N-kg- �� % - Af J�4- / ,,- -- i - .__:�,�,_ _%- - - - - .� . - . . - �__ 11 _._._._;, .- � .,- - �, 2�. .n - X. ...- , - . .. � . % .- I. . . . --- ,- _-N �Wk.7.6� - -I&. ,�*j-----&- -_� � _., __ ____, .�,_ -Z,.�� ---_:7.��--. ,.�. - . - m __ � . -__ - .- . . - - -Y , 1 _4�.- _.%,�- -4 ..� - � `-� - - - - -- - - , _,:�:-- - , .- - F�C-. .i -, _� I ;. _. I _L_..., . . _Z� - � --� -;�- - � - 1'1� ...- -- . : -k-1 - �� - -, �� k _ _:i��7 __ \ \ 1 �,ffl -�,:!�_� � �� I--�- -� *- ::: ,_7-�7_ . .. �- - . ��.,-o L .",t,�, � � __ _ "_." _ _7�� __T�._;�._ -__�_ -� ,_�i--_--:;.,,� �".. .; - �- , _, �. . :' I , , �'. _��3_r___e � - ___ __ __ Zt .. �� - , j r 1.% __1 __f;z�_,x - � Z� _. ;?. � - . _ - - . /A ..�.. . ,; - I . - — .'- ..-.-. �.-. . % --; � - ... P I,----I__ � _..�� C. _ ___ _� - - -,% 4 _1&t . �_ � .� _E , - - - - - .,.- -:_. ,:.. ��,_�I�n. . % I - - - - , ., - . - �:-.. _� __ � ; W, :_. _ - ,A-*,- -I � --, "o, Net , - - � _f�51 _____ _. . _1 I-- i - , . ,5� _-� 15�_;_ . - .P,l) -- __ .,.,--=- =-:_=_.�- __� , - .j _." - t E�- _ 0 Ae 2 __ . _,: z I ,.,.-.. �._. 0 SlCrE - - . - r---!'�,,,----,�-- . : - .___ _; r - .� - , � I _ I 1�_ .., - _ . - ,' :- . - . .--- '�, �T�_- - -.-- - ___ i , � - _. �_.__�:_., , . \ - _� - . -�_ , - . 1, -_ -_.. .: -1 . - _. , - _6t V. kmj,,pFg pi_..�_g '...... : . , ��_:�-_�P,_71,�_-_, . . -.- , � , - �, _r . � , . '- .. - - - I . -IN _. .1 %�. � - . ,- -A : . , � . _... . _..... - .- . - I..-i. - __ ..--- .- - .1 � elli�f_,_A.,��:-. t�Y,- - �.�, . _. - .-. I ___ - - - � . �,� _.�. � � V_�.1.:.__,__,. _. �. , __ " --- 1. — __ . _:�," -, 1, _J � � , _. . � 1. .,�_-_�.- �- __ , -� -_ I ) I �__ i I - 2 1 -�.... - , _. . I � - ..' . _-_. , .., Is I . I--\ -a'.x JN �-tw) . '-., .'; . . - �_. , j_� _.. _� - ". - - - , .- . . - - - . - r, . _ . .. - _ .. . - .. --, . __ . - -7 , -.-,--� - � /1�1 ;� __�_ --�_ W m m-A-�--!--�,:;�.�--`��--_,-� . - '.. _. __ - - -` --� - - .- -- - :.. -1 'm ,,,-i�-- !,�---,�%�-�,' ��'-i -:7 'r . . ___ . �_�-.2-;. _� � . . - - - -�. : , -%q� *$��i �� ., .- - - - _� . �. ...- ..,---- _r_.wl r.-f- I. �._-ic�-._ I . _ . �:r�� - �: i��,-'��.- �' - .� � . .� -;-- - , to� �_A. -" - -:�-- t , _� I 'i - -, :,--'- --, - ,�'�,'-�r��_--��Y- -.:.. - . . _ ...- . . - : __ __0 ,t ,,,,, ,,, .. ANDRAIL %% -- t -, - . __-Aj .S- :z�; 4!;,--�--�_�- `----- -- .. ,: -i. ,� .. .. .- .,.-. :---. . . . � - __ _ _ le, � -T � __ __ - � - __ - / _-� - '� � ..- L` ,-,:W%%V;-eZ - ------ -- � . _. . - __� � I . -&AFT 1� - gkm ,- Ir ..., ___ - "'t�- q- i - ".., _� J-, ` " y T-�,V:�_,-;-�-,'.��: --. ., .- - . . -. - . "�Xci�ff_ �Zr .ff.-- - % - - __ �* a . J / / . 1�% % ,,---. __ - ` - , ., - ..--_� , , , _. - __-_ .. _: x ,,_;�O� %�t '1� I z-1h � - ,�_ � - -- �m---� --_ - --�- i*1 -, , , - - .E , ,� I ,_- ., --,; "-. I �f- - :� .. - , _.,,-__ _�:, _:. �� . .� .- . A - - -, -�� . - , - �_ _- - __ . : . . I , -1 - 71 - ---- __ ----_ -!� - __ . - � � I m ) - --.. _� ---.. . I 0, � 11 __� - ___1 _-.6,_-,/ 11 Ey i -, i�w_ - -, _ , .__ I:_�� 572z4-!_- --,. - : . ,�-_�,�� .-.--- t'.-.Z-..;-�,-._ ,-. � ,�_5, ____ ..'_ . , .. __ I- FFLOIWL�N E .�, - - .. � _ � _ _ :�: - �f _�---...�-- I '- . .. m_ - .. _ 11�, � - �� _ ., - ��.�. , , , �, - _ .-.- - .. - -_ .-_-_�,�..-,-. .- � '_ . * , (TYPICAL) - -..M--. - __ , _0` ,"r- --' � �, , - I ,- _-�-;��:-� -__ . - .-- __- - ��:. . � .-. ..-. _.. I .- - .. . Z I �:.:� �� ;7 - - .- -;�f- ,- �- -��-- -�. - . . .- 1,.�._ . IL , -.-- . 1.-- , , _-_: . - .- � _ - -:7z- �_,- ---�;-�-. -._` , a-- �.� - . - - . - , . � .- � ..'�.,�� 7.�_ �� t_ �� -� � .-... - I - - , - m--� --- ��-!�--'.- . -,, - - , .: . -.-..- - I __ , -� _- .. __ __ � . , - - Q 4 � gFr 0 piij� � I N -- . f - ., .� _. . . - . ,�.. � - L�� . __j �- ---- - .�_ -� .. -1 . - =..- 1. 1�i �,� Z'U ;_-i_�_� -r -.'_-��_'-�- 'S'I, - �-�,a-�� --�iz--�-_�-3--�� - _ . � " 8 - - - _� , J__ __ W. .0- � -. -"-- -,\ '\ -----, Ac x ,��-;��--� ,_�� ": . - - i V . I -- m � - ___-1 -. -:: - i � - - - - ,- -- . - 7"".j . .. , - -- - ; -f�.%._� �.��.., I_��__ x �' , - x__ I �__ '--,, %Z--, � \ / -_ -_ - .. -_ � . _ ,;�:._��', j:� " � __� - , -4 / / x "� AN - I _ - '� --k � / 4f / /--- :7-� 4.�,--._Z*m��9�i:r�-.3.:--�- �. Z�-,��.--' ..-, - ��_ __ 7�_'__,��_ , - , , I / I / ____ 4f9______i" oe __ . w-, � _ �._:, ., . �� . � �__ __�_ - I/- W L . _.- ... . __:As Rt - .�. - '. -- - - �,;_'-, �, -- - - �: .,:.- - . . I I 4k . . - ---,- __.� - . ,-_____-_____-_---- &=,-O -,i- - - -, �� - - ..F. ... ,-.. . __ .'' - - . - - _. - ! ��w,, �,�� _ .:_� - - _, ---:--;- , . - ..1. - _- 04-�, �i-., - � , - . - I . - ,- / It - - --.. '.. � " � �-:.-.,. � i�� : ---,.: -,,� - . H9-IN : GITAOm-\ I I - , -- :-", -,-�� ,A�:�_1 - _5 . , - Y � .: �� SiTfiLL: ,--- Ot -M 0 _w - - ; - :�f-, :- -,-_� �� -- _-� . .4 , �_,_S,�----z _��. - - ___'-__ . z- - -.-- �§��1.6 - Z. . . , _: �: " __�,.'�______::_, _ '... .- .. - / .. 146 - yl� - . - _.., , -, ��- I / " - - do - - �1�4k ".�. ,a, . , - ... :._,� , '___1 - �,I '.. � .-_.". 4 , / / ;� . � "-- ___,� / _-/� - a . . ,� �1_1 _� �j ---- , : ,� . . --;.: __ -, 4i�_�.. / I 'N.I.- - � -��,-�M- �� I . - - .�. � ,_--_4,._-�z�_- F�l . .;. . . - I '... -- ., .�. .�.-�R��;P -z---,- .. ---. .- I . - . - -X I / . .1 . __ _r -i- __ .:�-_-�� I __ __ , � -�I.` VIJ? g�11�w,I—-�..i" �- . . . : : -.n� .. % � 'e.__p��_. ,- - 4 , . A�r;� _�__' __� �Z.., - r-N.w�l �:�_ / - 'RUpm I , I V �\z�1 _! -- -: - ___7 ._� ... ---;�. -.�L_,_:.- - - I -x_-,.�, ��.M- k �._ 2 -_.�, . , .. � - -1 - � � -5 - -,-, .�. .:_�_ - : . .. ; .. - - .. . .., ... __ � - J --��n% ,:--_,�-.--, ..,.. , � . - ar_- 0� _N .V) w ` ..-.-.-. _:�.--'-----;--.---.� : % - -, - - - . � 0670u, N�', ! I \ � r - ,� t�-��.-.t-,V_��-m:--�,:--�-� `�;:�%._.-., --- :.- `je: � * / 11 �� , / _�;. I � ,. / .., , - .. __ , ... - -'�' 12wXjX a I EEZ / / fq .., ,� -, , . .-__ - - � ___ .� - - - - ...- .. 1, . �_K . . 1�_ . . � .. W, - -- -- - -=t, -- I . - . - . . I . . - I . .-. 1�elq 1�,_ .- . 1-1 -1-1 ,\ .- . " � .�, .- - -, - - - 1 . - A;..---.", -_.; - - - - - - * \ / .. _V�"_ X.;� � - XE�q I I - ., 5 , -__ � .: . ,- . - . . . - .; - - - - . I OLE .. . � : -_ - i-.--__,;t",--,,-- -,.- _. ___ - , -�---. - -, - :_ % , . , - _ �_ ._�-%___ -rz�.-�'_�� . .� , � -?- - / _,�_. -, z - .. ,7-� -.1 . . z . . ,_- .. .. - "\ . ..� / !F!5;�_�,, �t W-4 11 __ . . -4::�,,�=AE '___- - . � W. ,F _- 's t �j _ , , -. . - ... � - ' . ,�� .. ; -, \�/ , ., X - 40 1 _ ..�f--� ,/ / / '-Ilk _ . - --- . � .. - _ _ - , -; !.. . �0._., :-L . .- ; 1 �m�;�,IiPq " I ��._ I , I . , - .3�__�. _;. .. . - . r. . -,--p *1.x.,-, ---:- �. ., .- - .- � . P�� '-' __'_�.. -g3� - .1 . �'�_-_- � _,___-1-. . I -i - . �__�', , �N - -z' - _ .. . . .--_. �, �: � - 4 �.�F L . . - ., '_- �. '_ - .- ,-- - - - __�: I . -.4. %� 5 .. _ '. !�4',21t - 71-1.,J I . . -,-`f� , ,---, . - - .1. - - I 1�_��fl - � --__ - - -1 . : - I -___; ! ' -, - -_- - �_.�7 �_ _� :.- - - - - 7 1%� - �_ - - �� / 1_1_7��,;. . _Ij , � I ,'. -7_,-� :.-- -, .- -r -.1; , ..�-:. ; - ,:. . :. -1, .. -- ��- �---��-_ --t _��_ �____�_`_:`J__ . ., I -f .,�. , -INS -1 /04/ � I � -, - -% , ,� - - -��- � . . . IWYW RAW . , - / � -- '� , � , �- I , 1� . - ,:��. V , 6�---- ----- -, ��i f . z � I SEWER MANH - . L ""I R .4., _,_ _�: � � WATER AND -� _� :zt--�7�-_., .�.,_ � - -0 0- - 1 �-- - W��,7- :��'.-�_ zl_ - . . ./ , __ . � -, *4 .N,, - 1-N, / _,�C-_- . A -, _-7_._.__-_1---__-z..- - �- .i I I I RIM - 81 .01 n ) I [ I 1 ,U& -vC 0 -I /' - . - ;�. - - . - - - -- , �-� �_ IR- e 1-11 / / W INV (E) = 8133.6' ' . - . . - .- .:�� __ . -1 . --'- __ __ 4, m�-,Pw:�_� FAV --- , . . 01 I 1 ;��-_-��,�_`�-5_- . , I . - 4�_,A__-.,_w7,n_ - .-. . ..-.- __ . ..I-- - . ,�. _m,w,"m - - -4 - _ t k, � --- _ \ C. - - 1�� _.-_!��': __ _' : - . �x m . W -�%- , - �- . _ '' . -_�_ .. - ..-.. z ,��, ., ,V-. �� . i --__�� - �- --A' ': ; , -�� ;;- -� ,`-�- �� '.. :��z . � �� --.' - , - z " X, A I/ __1.T-A_,-,V_,AVw � L. ' - ,Z , . . ., _ -_�� --� - - - ; - -- -- , - , - 9__ -.1 - - - .. _-_:�: - 3?e�_�--__��:� - .-,. .-"'\ - - - - .. -- -- - " _: _0 *0 ;4� � ;4�_ SEWER --e - 4 /- ,-..% ..- 21 b� _!� - Mnm _:�: .;, _7�� - - i g 1,V--.' ,3�,_��-e � I - - - . -U-�---_ �- -��,-._, 1_1� Ne�_ . - - N .e \ _; I 1 " -.-5-- �- ------ �- . _ _ . 1, 10, !_ � f;�,�_ ..-,-.-_ .- � ._. f? -��:- , ___ �. . . .�,. ---_-� , , 1___' I I / 1� P / , i..*, .. - - ---_. .....__ ".� 1. . . . �-� -_��_.;7Z I : I , __ / �)V�---, �, tz , - . , -1 .. - x T:---.. - - IMX -,I- -� - - _r_ -1-11xR'. �_ _� � �! m .. --- -1 - - - m =.,-. ... �� ...- - :r __ � _ _ .- . � _ . . �. - _. - ,�..,.;.,�.n�� - . - I -1 - - - -,, 1 ,MF - =====a , -- � -, - - . I . I , ;� �. .- . � Lm � � �u.� I . Rk -- - - � . - - , - , 1 ��, .. .-� I �. . - - �� 5, - _,��;,_ _�� - I `4' North C-4,�,lr ;�- - - - - - . - _--.-�, - . - ��-::--. - � I I - . .: �,; - -1 _ .!�,��,�'. �U __ - I -, - �__,___ - - - _i. __ ..�. _� __ .- .., \ j - -;:,-.-- -&_`5� -�,?-_N_ - , i__�Z, . - _ - -Z - - - - - - . - --� _�_,t�` � . .�:_--- � . � - ,� . --- (L �- �m_ _.'I__��_ .:. I f __� - � � OF, N " , / f - _%;��_ __ .:. - - � - . _ . , . 10 I I - () �-."-!, _ �;�i� --."-�--m: I ;.1?- / I / / �� . .. k�_ :*m - - - �4--,�,�,,':_. �2 J 4� ;__-..-.- .-_ ��:. ---. m - / / / , . �:_ ��--_-__� .- - - - c, _ � - - - : � I- . __ , �.�5 z �,��,------ - I: - -- - -- - , - � . - ... , _-� , . . . - - , \ \ -, / .n. I - . ,�__ �( / / -, . -1..--�-�,_ p 4�- I . - �� - -7�� ... . -, `-, ! % --- �� ,��._ _�,� �_-, -..-..-.--.--.�,�, �-- - �, - . I �_�*� .- , " . . - -�__ . . .. - . - �_ ._ - , , - , , .- . _.��. - .. . - . , . ..- I -, . - I __ - �_ _. .I- v-1 X H I., .;�,. 0 - - (_1'/.'.,_0/ - 1, z - z��, .:_ '_ --Z�-_:�;;-'�-`.'! �11 - _ -%T��-22'kc---� . . - - - .- - .--- _ _... -_, :. . _.. - __ k. .- __r��.._. , _q -�-_ — - - . �L�� r...--� � , - jr__ 41 1. _ , ��--�`_.Q �`,.�'��-_�:� -__�,__;.�'. I 0 , � ,., - ;! -_�� . . - -- - 1�; . - .: - - , -�- ;,. - �� ,_ � _-Z�%.--- � ..-. -. �2 L�� 7, � t ._� - oe - / SEWA,MM ===;- - , , . - ,_ �> - -, - , . . _� - - . . . / _5�9�� , - __ : Q 56-5 I --m!---�-t��, 4 _� . � -_ . - . -i I , - " \ t / Er - / a -N ��!,-� --�-- -,:.!��- --' - ��_;, - - - 1 ,9v-,_1 .��.. -, --- �. -�� , 9 -4P_!�y t.1. M, -.�, . ._ . --- - - ,�,__- _ t. . . "' �� t �� --, ,-" 1-7 / .01 � 4 __W: PLAN ,:�_ -.. . � _ ,-. . - - '." �, �^% ..O' m.. -__ �_ .- - — _� , - : -_., �.. - / .. _�, \ .0, ".- . t - - ( 3 ;_,_�� _� i�;__. .. --- ... 0�W ,__,,\ , .-.,- -, __ '�. .7� . _�___ � - .:., .- _ � - rl , _� , -, _� : I . ,�/ / / / V. t .� �/ / - - - -- - 8 - R� �7� -�W. ",4A 1 _ _'� �- - - �_,�--_��j.�,-_m. __ _� %--. . - " -7 --. -��- - - �.. - , _�_ I I -A'i �Z. �� t ; __ - �-?!I.,� ___ ��W,O.L � F - ., - R ---- , ;1 / _1.i 1�kl�_ i�_.___:�:��__. f, :,.-: ,-.-, - - -..Z� ..V --L I 1' ,�;-5 -� _'.,----- _ _--f.- : _2�� - -I--- --t �:- - -- - - , _. - - . .; .,��... - _,... - - �, - ,�.___�' - �., :_ � ,,;�:_ I mg ,�- , 30' ,3 ,u - - _w�p -.I--- I - __ - // _p - e"_ � �/ ' i ' .' eo< �' 0 I' t�O 0 - " 1,I'- C711: ,M - -,t% I i ,,5�- -1 - - )".. , N � �,;,_ I — - , - - -. -- i... m - - - ��._ � /I?? / -- 9 ., 0.1 a ' : . T'-__��_- . , _. _ . - - . - - 21 . . 1:� . ��... - - . _L;;�I�rzz__i ` - -ki - .'-,____._�--_" a --A __ i - A'i- __&" _. ----- -- - r _'__ � _,� ... . . ..'�� ; _�,_, V.-:k;;:-,;, �__-_--__-- :: -'.-- . — , ' 'i- . 4 � - , - _T - , , . / I / y plMd- W_'_,�,�_ , I _L_�_ ` __�i-t�.... - - .,_.. - -.7 1 �Z:_�_ � .-_� .- �_,_-.,_".. / ��..-11: 0� 1gffl'*,__y__`__'_ " /rw_ , I � I -< - '-I N��M . ,� - . RIC _81$90��_- .. _� / ,,�._� 1UR, :,- __ .01 , � ,��.,�v INC -5 �i . r% INV(E 4-41281 - ,__.'... ... , - . I 00, . 1�_ , .,.-- -' 86ro INV ( ff . " I -__ I = ? A I // /,0__%m_-_1f` - 60' M' S E-E4kl G . _,4�� -",� __ - �_ � �__ ,--. - _ I : / / / ;N " , 1<'y._..,.__y ; � NA I dw ;Cs"w 81632 S - - . - .... - - ., �-A -� , \ N Scale: 1" = 30' M f It 3() -� - ; 954a- 9��,�:;,_� :__, 2. �11� - - , - %_�.-7,_? - � . Zi�_ _-) - � , - I . . I . � - I - , - - - - , ... .'. t�_i._�, z - " . , . - - �.� ..=w-61�6. ��7��. .- - lk",-- -. . 1�. Ile _w�-f771�-. \ I - t— _�.� e PIL DOX 91 C012 �. _. - -7 - . : ! .j 26-3373 - FAX 926-3390 - i w I - _', m. ..... I . XN .:\ \ . . ..z" t. _�7- � - � � f,6 ", -, t..�._ -__ L ; C� -;W,-_� , , _ _ - j . .f -:�.!- i. - , I ... � 9 - , ,�_ :-�. - , � 'k- �:. __ - 1%L ,� .�� 11 1 -2- - __ - 1�1 _.,�� ---7,', , - - . , i - _ , __ -, :- . Z_ . : - yw. . . I , � I I .-m��, ," - � __ ; .- -ir _: ,�, r- - - - . - 1. - : k - .. __ I- .-.. - �-' - — . 1�,_-. \ � , � `� , %�.. ..- : , _.- x 1i , � 3; - f ___� f " - f, � 0 ____ ,� O-e , ,.- .I - - - �. i , k , - 7 __ ( ,- - li_ - . I .... .... . / 6 - ---;, lAk : . - e- --:4 9 I- ��:� � ---,- 9 a: . - I m A ..........>00, !@ 2004 42140 _,�RCAiTECT �RE, N-� 01 10 .4K too w'00, 13 UNDERGROUND FIM OP71C 0 UNE IN 114E VICI fTY OF THE BiKE PATH-HAS NOT BEEN 900-ww--P* _�,- ...........LOCATED-(*NRJCTS MAY E)QST !��p 00 �PT OMPA"67JR9 Y ELECTRIC 0,"000 �Z_ ., -CS/VAUL DELETED.0� 9QUNDS,MAIN-ov U Opp_dw VAULT, ,<-;-:; ROPOSED (2) 4- 116 ELECTRIC CONDtA.0� _c_mWk t2)-4,4 CATV_OMPUIT (FROM VAU.0� PROPOSED CATV A HANDHOLE SPUCE IN .I PROPOSED�7�7� 0 " .11 u SVC EASEMENT PROPOSED (2) 114V CREEK ELECTRIC CONDUITS do GORE pasnNo unuTy E)aSnN(; LINE VkPPSED -GAS SEgM e---doe 1 �4(FROM TRANSFORMER)-TAP PROPOSEOr UAW POU UMI MEDI PROPOSEED MEEIER Sirk IN TUNNEL PER MECHANICAL 8 TI_C PROPOSED (1) 40 STEEL PIC$ UNDERGROUND FIBM OP UNE IN ME VICINITY OF THE TINWtIAB14 TVIINE�_ sy CATV CONDUIT BIKE PATH-HAS NOT BEEN ;0.10e� +1NTALr(I)-4!- CA LOWED-OONFLICTS MAY DOST CONDUIT 0 AJ-2 (1) STEEL&D GAS SEIMCE - CONDUIT PHONE 7 TAP OFF OF-PROPOSED PWNDf MEDIUM .00 PROPOSED (2) e>dpw VA PHONE 0ONDUITS ILI I I'Mord-1 CONTINUE TO GAS TR MAINTENAINICE S171E v-4 ACTB SERVICE, TW—OFF_ CABLLr 4110 YO OF PROPOSED MAIN 00STWO(TYPICAL) TELEVIS03-LJN� 6 u (n (-TT WMN NG 4S MAIN tNTERM3[XATE PXSSU 0 -3 JC 'Ile LINES/VAULTS DELETEC �-4 _ECTR 7 J%NDS MEDIU_NSTALL- V!vp� /90(1) CATV 10 ., - §\ �CONDUI Oro STINGyTtLITY #A.00 A EASEMENI Ole O�GMECIITO E*AN 7ELEPH E WAI PEDESTAI_) 'L-7 REL S f -4-\0 SPICE I I CONNECT TO �*s E)QSnNG CATV EE R PEDESTAL rA NfCE 'soR:rs 00 VA1L RL, r RE' LMOSCAPE AND 000�p!A MECHANJCA� PLANS FOR SIIE/�-- LIGHTING COMPANY -WON,COLOR-kDO RE: MECHANICAL �'QR ALL 7 OF RECO00 ARCft�T U- OF 3 .01/ 7.- I TUNN (WATER,UTILITIES IN CATV, ELECMC & HQNL Tj h t of SERVICES ARE LOC D IN THE TUNNEL) OOF Denver,Colorado f REWIOVEA OCATE V's sop 2 A VA A KkC A2V kC!6 r & 4, 11ART1110WERTON NEW YOMNEW YORK -RARR" _R 4?. 00,-, STRUC'MIL.I.ENGNEL �HLLE-MONROE&NLW G�AVO,-�COWRADO 10,0, X10 MicuumcAl,1a_hCmc_%L E-14GNELR E ENGLNEUS,L-4C N,COWPADO CIVIL ENGDMER ALPLNE ILNGLNEERD;G,EI;C- f, 9ONDU1TS or VAIT,COWPUDO SEE Sp -1 41 - _- c a '_ '_ , - -, - - . . - \,- ,k A.ck -STALLED. 1!/�-4 EXISTING PA "OIT MOCATE11 kAIN E_N I PROJECT NUMBER. 84253.3 ECMN PARK1NG oe STRUCTURE ISSUE RENISION DTE 4?4t 04 CONST DOC CA, A FOR PERMIT 07.23.04 WIN E A, a 05/06 CONSTDOC O&1 3.04 QNNECT Ta TUNNEL REV 09.10.04 1z —R71 Fl\� AL CO 01-03.05 EASUNG_"SFORM ER NST jam\ 05 -DUM 5 05.16. -A-DDENs f SHACK sEcupi KEYPAD.6 j 4 KEYPAD \V SECURIT 79 I1L r oe 7 W r LIOD j11?A0 t t 44 7..0 nap ANDRAIL or I I SHALLOW ys X .0000 North PLAN 00!; (TYPICAL) UTILITY .00\ 0 30' ENN, ERM EDWARDS lummm EDV4144M PO S&a1e: I" 30'67 970 925\4�7 C013 100, -- __.. _._. _..� -_�__- --- ---..-.-. ..--. ___�..V- - -.-- . .... ... . . .............. --'_1-_jkzz_?'.. --.--.__-'.__- 4----d.p-...-i"-._..�L, . - .... -.-- -... - .--- .... . �_ ---..-- --__...--._....- . .- ....... ___ -__------------_"_"""- -___-__ ._____..--.... __ __ , --p-____ , , -_ '. .Mmmw* . - '; . - ' 7'-' " ---"A - �-P=00'�17___V'.___ . - ..� _._., . \ + +19 I -3 ARICHTECTUPE, N" � -_ '____� PROPOSE / _11, \_______� . -,----" - '___'�,--,,,.- 1_0� . ___'_`_�__' 1.4 - - _ 10jh to I .. ..- 6 9 9.8 \ ,-- ... Oc 2004 4214 1. 40 oo�/ A I/ 11_11'� --Z-- .0.1, '�)�o I __ / ��/ - ____ - _'��'� --- '!�_ go I / .-,\ � ___ - '_ --- #** I---,-- RIM = 8105-78 oe "/ � .1 ___�___._ I ; -�' \ ; _� / -i / � � �_X__� 190, .--*,% ". - .' . . -- -_ \1 1� -D " - � SEWER MANHOLE MH 0540 - "I I--- �__ - �_ .........., ,,it__5 - � - A -11 �E V'S E -. \ I .13;' ___/ __ - --If �' 0 ..' 1, %', \�' - _x : " ------------ ___1 � .".."".'.".'.'.' ..................� I ';� I .�_� // - 0 0,S�, 'N_j' ,_-g r � \�' -'�_.' ;. � i 101� I __� ---,.""".,."".,..,,,.,,,,,, i I \ '�-;----"'-_--" � m � I - I , ' - 1 #7 ' \ IV RIM = 8112.5' 4" Pvc '__ ' ------,__-- � I--,- .�_ A� a I--*' R r- \ / \ � I '2' .'� PM)P(J`SEQ_,A�$ 'PVG--- , 0_��'�� . x '\ , - F'�_R r 'i - . I % . 1� \i,.- o '. I � . I , �WER - - __x' _*_'��_ I-- � E � .;�,- - .- 24" INV (E) = 8094.7' __ -AILIJ - .j -__"�_ . - I , / ',��. I � ' /Z000� SEWE-R S E R\A,C,E _' - ___1 ___ 'D - ------ _"' � . _\ _�' 11 \ � " 1� '..-Ii� I 00 �'� S�Ni�U�TYPIGA In _� "� , . .. . _�A_ rRVICE INV. \ �P-; 24" INV �W�) == 8094.6' _�Typj I-, 6z;;::: , vo a I . +5.8/17.tv �_BIOS-_ �. _ - - ,..a- I . �p = 6099.8 11 __ _ ' -1 ^I - �� __ I v _'__'_� __11 " "" - ( " I - I .- I - - �'�.o- % �� , g - � I _r - !� \ '. ��-_� elp"'�' __� CAL) " / P - ___ , � ..V .'� _"--� ------ ,-� -- - -PROPOSED - - - - , - __�I L I k4" '4 _-� S'vt; ,� :__1 "�' .� . " "' .- I ---,-- _____� a-- __ -, -I---*",---- -NIS-T<' � TT 70 4 So -- ____�_ I ..- . . \ ,� . \ .%i '11��' ' !;-;,;' A f- a n,,�- ( - ' ?I : " - .. - ", �___'�x RIM == 8106.72 INSTALLF ��71" - / : IN % Vm;:':�S ri� �11 'p - MOVE EXIST - ,,--.,, ,-- - , OPP- , �� _ .-010-1 . _�_ - e \ \ 7 . - .- � !!I _� /: : -� __ .' 1 . m P'7� _�_ �X�_--�-- --___----�--,-- _��____�__ -1, _:5L_\1 ' 1 � . I ... ..-;��. ". _1i "..' __ _-_ � "� - . .. to . 'e ..- � X.4 , - -f-11 ______� _� ___� _�___ _'�I.L_ __�_ �_ . __;�_ ____1 ._11 "x S __ --"--- i 0�1 *- INV. \ / . +5.8/17.8 ' .-.. : 17�� 1 - ,(a< ____ � - � , __ - __ '-14�_ - --- -�____ -.-- ___� __--- ____ FA '41'p'��' , - ___�_ - CL . I-- �_ , (� '. . Al� z� � __ '�__ __� .06 " '__� , p-a-:�-t- __� � .I- - __ ____ __ .1&o0o'-05y�,�_. - 014_j ' \ ___-k !�x t6t __�14 - - - _____ ___� - _� ;rj'p_ �""'�_ ___� ____ , _* 0 (A � 1% It R ' ��809?.5 1 I '4 � . ___� .51v J e_--- 1� - __ �. ___* __:_- - - __� - _� __� -_ --o' - ot I " ;� ___ , �__� _v .. '591-.Rp 1,1_.r '� 'T_17� lji3�i -- �- �' 100,111 - :� '-� --'CO .. � . . � T� , �' �;' Tg & .1_� - __ - . S .i _v__ '___ �;_ I \ E INV JZ�Vl STIJ- ___ '�,_- m. 1, _____� __ - -, '� - �'� .01� __-___� , " 9 � S___21v 1-11 -Z V - ----7::- _ '6-�v -:�' 41t I I - , oorc klHf_k. '�11- , � - _f�__' _.___'1 �-w �' 5 N 1, . - -'� '.� I. N-;0;- I I 1, .I's r-__UK�"1"_i1" , -_� -.-- .%_T _.;�-� . i�%V' -_ .I ;y 0�'__��- 'C�_-wpi. f - ___ 13 ' ---r � - \ 1\ . ::�I'-.-.- -;,K - - ' , - , ...I , '� � - /I _1_7__ __ 0 , 4a.) - .7 '_ \ I ,- -, . ?_(�:- 'I----,- . �� it \ '_ tz "\,- 099.5 piL�R I�R , �� , - � P(� .'�� , , '�;� , , �' \ � _�! r.0_1:2 -i�i '6_-��!_R'- (A -Aw 11__� ,# , - . . I - T) - \ 15 - "K- - , ' - . S1, S, '' __ .f;Vr,,-a_,,_-,1;;_1-'K _q� .g&;;FS4-.---- I- ' /I t.5" 7 -, "+ V_ �r'.T.1- m A� I _1 t 2 - ��Y--=-=_'-FD- 'i� -_ .e. )I I ---A�7 'K, � -� I 11. ._� gj 2. i-As ��7. i':A t`_� - -___m�� - - _.: -'- - = blul.k�A;" ATE 8 � - �' 7 .... . . I __�p =__�>_ R"N ------- 3 __ - . ' 00/10, _44lb-1 - _ .L_V�; IS Qv _� ��_G_Ilxw :;�CE,- - wj - - I _4z* - -��.ft I---- - __ - ::�^_ w__ W�_' ..' . - �1 ' - .. . . I � 5;��r - ;- - I z :11_��il u :�_�_�___ ____2 V_ "'ll '*'-4�j--,- 1 / - ::�/-' 14 G_ - -, "�x J!5:'.-��; OF � 1 _7__�__10�1 I--,----,, WE R _S E-R Vi C-E �� .� & , - , _Ri�; J,� --�"�L'-.�-'�;_X�;T� 2 - oe H '__.It�_' I � I-.------------ �_ - � ___ _.. WIN��*..'i.�'. ��k - _" � i . ;;;�� ___� .. ;k . .' .. - _V_!'�. it, A M I V '_�. +5.5/17.5 1�1 I 10 ___ - ' - _'__-'� I---:'��-�: -moo j . -51 - ___� - ____.__1 __ " ,7, ___ --_ \ . -.''�W� 0 '.� op _, - V) -_'.. - ___ I'M , I __ __ - - .,;,is 0 S! _ - 7--� -,-- - , v IM Na,_. I",1:16,' 1; . I � . �%:� ��L-"'a Y:V�'ff'.R' I ______1 - /1�1 1 -.1 � - --- &- I_Kif�' 157'1�M _&x -- - wj I._j 11 �'..; -__--_ 71 I '_� Ni I � j I - - -A - 5 '.1 5f .e--.�i � __ i�...rr�- -- - - 5 _____5_ D-1 '-��% ��_ I . r NW� � '�` 5.!._': . - :L-I t p_ i__--- - - �-�:�-'-'�. ;��0 B M - 11-11 ��.'� ma_e, . _)� - __ --- �� ___� - � 9 - \ - . .- '6`�; - ,'xs _ El'__ �_"� � f:) >4 , , � -. _ � __ , -107.40 ,VA -.1, , , �.� WT, � R .S1 I - - k/!`��-;:, --------------;.I- -::::�I--_'____- - ___�X�_- - :� im . �V7 E5 ,� e0l�0 klsn�2;_ 1� m ; '_ , ;e-- � - '; � w" )�� , \ '.' : 4sx e � p- �Z-�:" -7& \� _144 I iA __ ____ - __' ,?-r . 05- 0IM4 "'m T) - . "e-," :�1��A�-' - - ____� __ I I - 11 'a097.26___-- ; .- &I -. _ . - - ; _____ - f 1. . _� I .% I __ __ __- --- v M \ - __�'_ _61; -?-T..-.:r IK�'__ ro t , , �'-' -- -.---- _____ � ___ I I . � 11_' Tcv,_��= 8097.16 \ J. - _ '..z:- VL?! . I 0 'I \ \\ U) C) 0 ( __ ___ I "a 7; T,;� w H ed I - ___� ___� 'N T _1 , 'OQ"�'� ___� ';:�'- , _t�'_>" ___ I �. . -'u 0 -'GN S - - ..' : . ; Nri . 1� t19 �___ - .il ___ _. . \ - k I-- I TALED 1 2 Aalt/+i 9 � � - 11 v 9- __�;:;_ I ox I --A� lop ..�' I ., � -9 0 1% `- i_�-- - :Z3 A.0 . � - '_� _� I - - I \ S-;, 4,I _'� __ - - -,-,-. , - W. if z 'I . .� -�_ ' ..,!�bk- - ... '-.- P-4 - VnfT�..' T. � �� . -, � i . qp --'_�Cc! - '. -, I v \ 0 -_ v i?--- _��'�' - - - '�- i r -__-_ _� I __�_ ____� ": " _'.Iii_UW�_ __--.A k k. 3 \ . - .iori.T..1.-v1F'_!11�i1- ;'� \ I -It t i' ' . � .. 2� ,zE'__.".- W� I __ -__ 1-11 . =_ . __ -1 _�L_ - I IV, '� 1;01 � - 71 u . . - - - _ _ I- - '0 �z i5h--_'Ww� - - lk ; . __ . .. -� ?o . ��!iO._ . �"' � � - I / 'A %I. , _� '�U� .... - -,�_ -� .01 a wfip�j-_'4:-Z'�7A.��_X; . --a ;p,,:;, - , . ! \ - I -- � - -\' _j I'11 101, _:� . - T, �4 - >e +07/+19 _'_'-re'e-'t ' j I '_ : _. ) V-- P4 Q '-Z , 't � - � -.. - . � -,r--, -- . ;. __ ` . . i R .1"Iff': . - : - p" '�__ - , ' '. I m _____�S_ - - ��-!. P_ . \ /- \ _� '.-_� , i I - WEST 1� �� 19 E 4!� 0 11110�_�� v- . - !��7�_ _. �r -:m: _R__ , _'_ I _�-'_-P.;- " . Z -1 " - ix� _ - 'k 1 7�__��'��' � _ - I /'-, , ,-:. ,_�� i k I w > I - .- - .. �\ - .V� -ii. - :",____'-' ' ----------- - a�� __ tfo�:' __�il- ry , - �Ll Qz'�- % S E,W4 r- � 1, "� � --, , \ , - 100 z - - � i __ ._ -A '_ '�5� \ �_ " - -r- _t i . - \ " - � - ,- u (n -r--_-_,_ % I . % ,,,,,, �` __ , . . _--�r- .w� ��__ � , , � . 9�. __ ` rp I X� � .' __1 -��.�- -�:�'_A , '?Z' I - / t �" �_ - . e � _ ,' .�: / I \ / _'�.'_ - �� - . ,_w IF. . �: - = 8103 91\' . t'h. w ;.�" _X��W _1tr x �� IN �� .;�jA all _Z�-_� �-2-�� ,-- ---�'�_%r,��-.�,��n�.��,;�---Z,-�7T- i I , It .. __ _ t v- %.5 � � 2 ��Z� . � - - I V , - k- -� .ir"...-_�-., .. -, , �_;' -- .-,. - - -, -,-r, J.-'. '�-_.-_-i__'--��-_�� i; �KARL-.__�'- K N " ' 7.11 '---I- A�__ � , -.0 C. ;' - -k_ _ , '!�� . � . % W4 � _ . , - - \ 't _: k I 2�.' %;11%10�it-1 �"O - -.-- �z - - .- - " . ' -, - "� . . � +8.3/+20.3 , 0 .� i�__: -"..n' �'��' '!?.�� - . - � � - F L '�-'r- -6� I'M , . - - - I- �_� , f _ ,_..' . � � . 7'-7-�'- �' I / 1z't -3, , - - __ � `1�7 - -.,;,---- , I ____ , � _��' 77 - - ; . R�' , _: A� .-:"i __ __ .2ve -�;�-_.:�i__ _]w .. ..7 � - _D __ - Y--AiRN !�_ '�_ � V1 " .0 , � .. - - ::... :'?�;?"-_:� "' i' " __ R � /\ .. , , 0 At,- - _;_' __ .. - -_ . -�. - � �� - - K , . -i - �t iiT- �----.- f�t_ E_'. --.-. . - . . . By / ; - - - .1 - - � .. ... _ - - , . ; _�'��.._:_ i - '� � 'V .- I . , A -" - ...- . - _.. � - P4 �_J . . 7-- . - a- .- ;� ? %, . � . .',- �____ - - I - '�'21 1 5�.4�� I �:�4-"�-_' 7- ";�:�"-��-,-;� -- - .' wn - � __'!�._ .-v �Yi. - �AN ) +20.3 '.05 4- ��4� i _' �-:-;-.' .----- _ . .. .- - - ��.__ I ur . , . Z�Zxmr. .. _�� -��", � _� _. . 1___.1__:�._ -011,2 � r'; -�!;�'_.'�_ 1--_�t-i�.. -_--�-.-2�� , - .� .. �- ��_W'w�?'_.-�*� . .. - 4 1 141�___!1_. _'�?�k_' �r -� - - . . -' -- �'-��' ��'j -7 - - , , _. 1� - . �, _. -��' '. I ;� �, :_z'�-. 1� !ii" ITARY / ��7� +& v i0_ __ - I �' ,�T�_� � -i;- -:'---� ", -�---._.--,- , - - 6 -�-----� �` -.� -'"4iZ--".-- �-'--:'! � m 13- - . _', I . . , __ - - I-�:� z-�- 1 4 � - .i'j."!��Y� ' � � - , -, - ,.. , " .'�: _-�-_�� -_ -_ - " .-_";'�7- . . : - I .. - - _� . - - . �_.--�'-. . �% -- " �' ,-"�-.. , --- -, _' - -1 I � - -'-�-�-_'_- ': - , -; - --t --; , -, --, �7-�--' -:-� -.-'�.'. - - __7: - N. _._�'�A-.1'1-2_�'_"; i�-, v i�-"'E_ -'?_-'-� ,��L*"i .-:��-�'�_ -;_-��,:-�'!�,�- . � ' '��- - :�: ;*_�i'a7-0��__ - \ i � '- �'_ -� , - .�.V �6� -' --..��'- -4- SE7R PIPE1_ k�) - � -N ; I - - -1. - .� .' �..'z . - �_- , ��3-;;- - . .1 +09 +21 , wga -- .�, '. . Tz_ ,�':.7�� - -- . - . �� .;� . - ---��- , -" -, , 5� . I IfF7-i i7m�'5;'4� - �_ -_ , . -, . , , --.-- g, -� .;-'�'-- �: " ,-- --i�- 2_7_ 'i__ . �' I � , � .. �. I_��_Z " - -, -, _'__' - � - - - - .. '. . . ..- .. .-.--z�- : -.- ... !�� . .-- k - . . i, '_;e� ,". ,., ,..-�- im -�� T' _. - - .. - - ' . ------ .. - 0 ,� Z '. " � - - .-- � . , , � ; \ \ . �� 'f� '�V� - - ._.. . % - , - �- - -- , - - - � . _"' ..-- 4 .. . �--- - .- -- , - - - --� '-�- �f '�._' I - I . - �_ . , . _ _ _ �. �;. . . . ��-i -��;_'" cl:: -�- '".---,_:1�I F'�71__:-'-- �� . �� c , z �:;f-' -n - I I- I I �'17:'--'M_��Z - - __ , .-� __ 2--it';t. -� '. - , ..._-,__ -. - '__ - 1 . . . - - .��- ,� '-�_ \ - __ -.,. .-- ., �r - _. -� -- � -'� ' . - \ - ,_-1� - :- t -, -�' -�.-'. .' -� ! I-. - -- - . . . . . . _.. n : _`_ - "� " .. . _._. . - 1 � �' - I 1� ;� , _.. ,�_.... �� _'. - , . � . . . - . , . . ... _,,- �.- -'_ I '!i�3?. :_I�' -'.T�p- , -f---%-- I � . - . - . a c m . 'Z� � - _'i; - .z � - .' ��' -- - - - � - "__-- -, - R-�' on.-'- -%� . . . . . � - ki7�� . - - __._�7_7�_�� 1 � __ . -,- - -1�--r - , - - , ' 6,10, 1 1 . __'._.;- . - - - ` "' - . _ - '. - ,_-��: ."- - .."-, �--. . me --- . . - 0 ��'.. ,t-, '�, ,�---- :� , '_ ' .', __.: , � � - - , . - - --- .. . , - 'I � - - . _'� 011� - '� _--��!�---� -,'�- 1�!'�---��- -- ------ .1-_ .� ,: - . -.- .-- �,. . ,--- .� - _. , - - , . - ; I I ... ... , - ..--- �G' _- .-", � 4--- . % . - - _'. .. . �. __1; . I- 171�_-_ . -, z.-I r. '4�. . _. - . ... ��_� 7- - - m . - . - . . . _,,_ --.-., - -- . _. .. - - -_ . . I --- �_' _' . I -- -- - � . _::7-.--.- .-- - -� : - . . , _ � .. : -_- .-,- % - . __ - - X - _____ _:� . - C -- ,---,----- , ,. . - - -'��_-_.��7...� . . - 1 -�'.' --k- � - -_ _'__ " _'. - _'. - :. I "' - '_g _. - - -- �� - � '�tt_ _" .'. .:- .- - �'.-�_---- rl�g - - :::�. ;_ - I .t�7_'__ - - � �. Y��-, �j'-:,� - , -�.--�;� C. -i - - --�_-� '�_'�� - I � . +D9/+21 , - � , --,P.K- ".. - '. ..�'_.__. I - __ . _. '� �� .:�- - -'__� 3- - cf. �1F i�.�' 1 - � \ -, !1_ . - - _ h' '�--:� .' , �' - _1 ! -_ - - 11 - - - - .-- _ �. _% ======j .. . - - -' - - - --,I __'_' . � -;-. . - I IrC- t� .. - -_��_.- - mi, -_---� - ---.--- - - �_ _ - . �_ '_."_ _ J - ' . __. , �_� .. _` � - .�� 11.1�__' :5u�_:'7.'_'-` ._. __ .. - .' - - I ---.�V:'�N - - - - : I ' - ___ ___� "- ___I - - �. .-__ �. . . . _. . . - - I - - � � el I , r___ - . _-� 1_2-11,4_�'u ?R ii'__.-_`2__ 2-1,_ - � F��-"';�" .-_.�z.'.��. , . . . _. . I- - 1--� ;� -_ , - - - - . . is ."' -: - "-Z'�--._�'�-' - -��.�_ 1 0- � I� '�" A'7:_-j_ --�;:_.�_.'--_-'_- ;;m. . ;�-�---_ . %- - .-, . . .. . .- __ _ __ . � . - :---_-J . - - ��_;�L��_5___�__ �� - - - __ �-jg; -_ - ' : t, . \ ___k__11 _- � - , ;_��.6�I- -��'- __:.� .- - -- __ . . - % - ii - _�__' W-1 ��' z'. , _! --- __�- ,- .A ' .1 �'. - �M_.___ �Ni i'_i"'- i ' "-.'-- .1--w-','�' U - _qi_ �,--.t:��----�.-�,-�--�-..-,-,-� _.�?-.---�----�-,_�t-_�---�r --.-,--_'� -1 ----�11 - - _T' _� �__' ��* �4--��-_-'-.�� , �. � -- - - "- :�' -11 1p"d- __'yi:%1`1 - - I A T. 5 -7,1C.--- � ��-_ '1.::'__'__R._ �ir__�k ` ' `�r - .- - , - -a, . - - -1. - . . -_ -..- , 'p- - . I W .- % - __ �- .m- -�,._!- __' . -J_ I _� -- . .- j _. _. - -, ' __ __ . ___" - � _ ' �� 1. ':_ . _. . . . ..' -.1 . . . 11 � �. _i.' . :� __ _V.� -- - - Zii. � r�- , 't,wz-_�---* '�-- ir��-�-.-� .- " 2�_ _- ��'_ - � - - � . __ I �._ '�; i.. �_' - - `�' �i_`�:i_�___-' ��g -��"�7-�'z_- " - - - ` _L�__ , 1�4, n'i n . - -- -�__' - :� . , __ -- - :!c--_:�-- I i '. , _____ Q �_._' . !.. _�_" � - --� � � �� -ir��'_f_-' -�We.4 i �' - .1.._� - -;. .�' .- _�r� . � K. 4_74 , �______ -.-_-__1' -- _ IR � __ - - , , -- , , - - - . . , - - - r- - , �_�_ ' .� - - � - - � . � - - . - --.-.- -Z� -. . '. _ ' . . . _.�_r _.r -.- - �'�-- - _____ ___ _..��. _.� - -:� t . f _ . ; 7r� ---_--�. Z".. _. -,;. - . r.,- - - . - � - �i-.�._--�--_-t". .-'----L--.. , Y. :7__�_4 � " - -,5 -F- _ - '�YA 7- 3k'm , L � .�'r-_-�- ..� '. _'. - .- .� ' .. - - - � - . ; I :1 11 F., OPOSE - _. . r _ . . � - - . , i'� c - - - 2,;7�,"iY1 7.% 17L 5, � .- - - , � . - - ' : ,,, - -'��-_ '�_ . �.�. ..-"- -,,--- 5'- �_ -- -- ' .---- - .. '. . , - -- -- A��-t�:-, . . - - ' .1-5,"�z.�. -".0 ' . ."ho- ..- i v�.','- .--: -'-, - .- - - ,� .�.' --�L _-� _��' i�j - 7n;- U.�7W� , . - - - -- _ - -- , i, " - .. - - � _�- - - Z. - . - - - --" - . - - ' ,- -;�'- - �. �-, - .- - _. . LANMI DENTak)PER _� �. �� - ';,�I-_:��--"��_-_� _i -- , - " �r � - . ..'_ -:. . .. - � -_ _- . , .' - , - . � �: . "g- , � ��.-�'_.�Z-_: �"- � ._" - � . . '-_ - - __ - - 7- - �� - - � '_9 __------- - - - - - '�_ , �' � I., I_i' _. I ��_ ,'il - � Im- .'ac_ .. . - _'� r- __ '_?�'�.. .' '� " 1.2 (Ia��11-_ �-�'-'.-_'_7i�'�'_-'i�.. :.' _.- .m;. ;; � . I- ___'W__1 ._� -I-,- �` - I r-y- n I _�_ � - __ ..- - .-; . 'Z , -- -, - .". ' - . !�'i�_:r, : _�._�-'7'.; .. .� _, '.. - - -.4 -- - . �,-A ,'�--IL-.F� - '. �? - - ') 'o' - - --- - - 1, �.._ , '. -. - -- -- .';�-1--! .. . 11�112_ �m��_-_�_ _'�__ ��7_'�_- - , ---�-r%...�� _ - � . _� . � - .:, .' i.'�"�_ i��r . _�_' -1 I I - I ... _--_-� �'-% ' - - __:"J, �-' . V�' - .'F� j, ___� � '�� -,-�� . r - , .. _;�_.- - -'4 - �� , .. " - '41_1 � ...x_.1_1 - -_ '_ N STA' . .'�t .. . � - - __ - '_- - - - . - !- --.w - , . __ ___ '� - .- . . 7 - I _ f - I . . L� - � _ _ - ' -� - -, �-- � -,- �,,,-, -, -� . _ 1_ ...: r: 1 - __. '.� -1 -. _ _ '.. .- - - . .,., - _�� - __ _J� - - - �"�--' -4'Z4 'z�5-%i-- _-, -,- �:. � '.-; - _1 .." - - - - - , t � ' �: Z . . VAIL RESORTS , ; �-- .__'�J ___' _ _ . � G � . " -' !�'P, ks _ I -_�_v.. � ---�----� -�-�'- -,---z- I "�_ OVSI.i__��Kz , C�� .__� ' -- - - 1 - IN .- - - �A;' � ", �' - I L, �� j'___- - 4�_ �;::�F'f --- __ ___ _ _�;�2� - , - - - - � . ,--., _- - � ' . - lk'� Z�'__��_ � i-.-__:-�z� �' i � - , - - � _�. . - � . . - . . ..- r. . -, - - - �,�- . m . .. - . --:-. .- - - - - - - - -- - - . - 1-- 'i" ' - - '.- � ' i ' _-� -v -, , -I �_ - .- . �- � `Q-�-c'.-_- � - - � _ '. 4�- -1 . ;. -1 - . �_.___ . _'_�� __'��- ____,�_�;_ -.'- - - i '. .- ��: . � .._ . - . m ��.�' ��-':"-� �7's_� .. �� ki'__-_' .' - - - _,' _z - .- . �_ � �_ - .... izi .l� -, . -- -�---�--_-. - - - �%z --� - -�' . 1 - . - f: - __ :_ - I- , � _:� . t�_ '- .�_ ':-.-��.. _- - . ':�. . .�..� _. . _. � - 0. - %LJ -____� - - : '�_ . . :_ _ _. .- . --.'_._--I_� -,-.I.-:' .". . -' -_' . ��.7 - "' -,il� __� ----f� Z, "� . . __ . - -'��- ___.�. ..�"- t: _.-1-.� --:-.- .. - � DEVELOPMENT ' �-1 ' - ___`�111 R_J �_-.8,_ , .1 - - - -�._.�.�_. - ', �'�� -5 �� r_ - _�__�' , . ..., . ��- _-'_- ;-;z ,_ _� .kl_nm' . " Ak I - -.'- � , � .. " - .---.'-- -�-_--. -.- ---�' I - - . - _��_! 7:.'11_�"-- .,? " V� -, - � _:� , o" � g"-V' , .r,e.f m. IF AL .: r- , ��A - '.- - _. . - ._.?�� , - _-1_ �- . '�'w � ': , I .� .' _; M_1� .1 , i �__:_314' �___�k4:_'�45 � : --- ._� �4� --- . ;' _' _ . - - .�� " - -_ - - - I -__;j�_'_�-��-t��P -_ ' ' - - - �:��' : - -_' -'- � ---,------ - I - - _':��-,-,f tf-'.--�.�_%I.-'-z; - -, '. -� - �_-r------.�- --L; --;� ."<! ,�. .�-:--. --7�'-_. . .. "__,__ i-, , I _� � - -- -P-%�;'� � ---�--- ---,'-... -'.-,%�":�e��.-�-.'�. '-.�'-.' :��: � 'F _.�'r r _.� .� _____ 2�!��rt.?� -i or-,�!j t ; .__-�_o,' ': _ : -�- ' '. ' - ��: __ _ _ :.. .� . _ __ 1,1 -1 I '- " � �_' .v� --. - - - - - - � - 1. I -, � _ . __ _ 1PANY 4 . .. - , . I ��W - - - __ F., - .__ � .- _ - -, - m:�%' _..' ... _'�: .' _�� - - - - ,-_ �'___._ . . . ,�'-FT - -, _� _._4 --- - '-, - '-_M'n��.-�_._ - -� '_ _. - --'--' -, - -'� -, --�'_�-- '_ . - . - __.____-:--_F,, - - I I - -"z - 1 p: �_'qt-__..1,'._ & -, 5 A - - " ' - . "._. ;ZP"p - cwi* - '� ,, , .;��K-, _,�'-�i--!' -_�--_ --,_-'�_ . CON , �A. i__ - - _� �m.'7_�.�..'_'A ___,mmm.__� 11:z . � _. - 7_ ,":'- _.- � - ; _. __ � , :- �-. - '��'_-: " '� - ' -- _� � - - - . �'__ _' - - __ ... � - .11. -'m - ..____� _____ . . to _' , _.� . . \ . - - .. ` � ,,_I- '�4_ FT ,. __ - . __ - I 1: z!��_.''�.- . _____ .. . __'. . - .. , � , - '� . v ��-"1�'1 -"e k;sn -,:.--; -,� __ . � 7'- � - - - . . ik_%�' . _��' %� -m .110 .q ;1- . - a_� ;1 ' - - - - . �.-_-,_�-��'�--:.- . , . . _fmi�.1�m z- A , . . - ;1'5�_ , % - � ---� - -. --- - � I A - - ! � � � ;. - �"_ --.:-- - , - k_.'- .A.VON,COLOP-A-DO . _- -g, _i,i -, -- .1�. - \ � -1 I I �i-�_& ��' - ' ' __��_ -'�7_'_- -,. ----- - . - _� - -P_ a - - - ' -" 5� - �iZ -I I -- "___'___,:-'�'__-_1 - . - - �� -- - i:, --, ��. .5 I �� I-,., '_i -.b.�.�.', -t� ' r, 5, ' �_t -�-_:��.-'- -.4, ,, ;'-'�' - OSED��;20( - - . � �7- _ - - '�� _. .��-�r- ,-r.--'-- --.,-, � � �_ .1 - .:,- _...- _. - - fIF . - I - I- 'k r �.� , _ -11 - � - - r;, .. .- �' I AROM-LCT OF RECORD .:,, .- I_L ! : �_ I'.-- ;�' __ - / 9' ,-_ ,__� t ..- . �.-__'__ . -�_ --5, ---- � _: . - __ - - - _: _? _ - . - - - . : I __ ..- .. : - - , '_'_ - - .-1� _ . , , - - -z- . i _.- . _ _ ' 7�.;_. T�_ ` - - � _� -.- - - . .� - ;�L.-��:,&q !��z_-'��- - - ._.�';_.�_v .0'WiWl - ;�� ".. ii. _____1 -'� � -W -iq- , 11 w_ 0609M,y - _� __ f- - - - - _ I - _ . - --- _' - . __- - "_ � __ _�__ -i-' - - - �--:- 'u.-.- - ---,. 1. __- , '� __ .. !AT ..-" _. :-ol� .1 i�-��-----_---- _r�-_. . -.-- --- �_��-�. -;__I - - . I i_ � �_� - - " ,- - , - � '� . . . - . I �; r7 1� '�___,�-__Z;��Z'__-___ .-----i-m�`�- .��.--,ri-- -,-----. :'I- -_�'-'�-':"';. : ; i�. _- . -__'_'. - ..'�_'_`�.'�:__ �_;r� _.�. - .- ;_5�___.71'__k_'.��_' �_�.. . , - �, -, � .. .. 14-1.1- 'i .- :! .- - - � m %. - - __ ' '� .: . .- :- - - _. - - _-. �--._ =�__ ' __ .-.,.- ._�,_"'___,_r - _: --.f - f� _ -; _ . .r ,_ I.- _.r ..'.1 :-�" .. � _ _'._- . .. - %,-. - \1 _.. _-4--.,.:- ".... ��'. " , - - . % I � ",_ '_L . -_..��!.� .�7 �.' .. _. I -_ I - - � - '__' �'�_' - I r1d I , '.. - _. - - __ - _' - - - : '- ' ' . v $1 -, 1. P�� ..' ..." - '_t:---.-r',-.�. .'. I., '. � - �_�- 11.1 _. . _ . , -� t. --.--. __'� _1_1�_ . . . - I i C I ---;'i-.-:-'-�'- !0�'r . - - _' . ___ � - t� _.� �'- 7.."- " , .. _.� r - - .. r- -, - _._-__�. 1-__w _� &a - . 1r --- :r- - .. '. : �-'� '- - ; �-;-io-vi.sg � . a 1 -7--'�Q , �t77�'_�� 7 . ' ' -�- ,"-_p --'z. - , I ,-'.-�-�;' --- --4, -�-.Z--"-�� _'%"-F�z ' -- - _'71_1��' . -" �� , - ... \ I z, �-;' yggx�F F, -1, �.__. �- ,-. .I-- - r'. - %i�-.-;�: - .,,&:. - - m - - - , . � '.: . . . ;;'- 1._. :e"..`L-_�� ___ Z - . '; r .... � . . _- - , , � -- -- . . - I . ?' -;;W---- �saw - i - _�'_ ...�. '� - ''- -- -, _' -- ' - : ' � ' . - - r _`�4 .�. _� ._r " '. _ -'' ' - .. . . . - - �r __ - ; , - � ��'o-i -'� � �- �Z-�� =, � _�...r 7t� , __ .. .... � - - '_- 1 % " ' �__ - ' .-: ":' _'7 '�i� - � - , . - . - - -_ - " �_'__` - . _1 XISTIN G- -� � --- WwAam- P_R-�'C_ --3:V'i f":-_s;i= ' - _-.. .e: _,� ;,�: �r L'p . . . -1 ----. .. - 2 ` _` R_- .t�__7_M�7 _� - d ggm.-.�-;.7..-��.�r�-.---'�-�!�--.'-�,r' A1 iiw r I , '- - " i , - _ _ - f VALL YORANT - ' � 'j ___ - _� , , . - �:'�� __ _� .- . . � . - . .- � - . '�&_.. '%�. � - _" pt�� ._;u . 2L-- �-:.: .� . - . - � - -, , �_��_. .-'.��'---".-----q_ _. - - �_' - _'_ _ ' -, -- : - ' __. - ___ __;_ .__ ...., _ _ _: . - - ;�� ,__ - ; . . , � - .� . _. -�;-�_'.- - �- - � - __ '] . , :. �� --�.'� ..-�: ---'�'--_-` _-'r' -� _�� I - �- vr -::- -" __ , ,� . - -�L t - - -_.- - - - -'' - - .. ."._'?�",-- a V P491 JE w_- � _! ".� __ � i -.m \ r .qp -L� . , -.-i� -;;j. � f4it 14 A �� __ L-ASTERLY PRIVATE , . , � _�v;_ ----�: � I - Li- _'!c - - _'_.!___ _._ '�j-.� w7i.---_�' Q_ zi'�! li��'�- --- . . X- . , - .. . . . 7 50�_:_7:_ ___ ' �_ I -' - . - - _ . .. f � . �' :' �t ' _ . '.'_._" __ - � ... . �, � - :r , -- �-- - - . .- .- . - : - - -- - .. - - MA_ f -- . SEWER 5ER-VI-CE-i f - . - a :i - �i� - . - . z_ _. -- - - .TA-�� ev1d . j __ . __ � �; - . ->-.I*- - A F . � � ';; . . !2 -%�F-f 2--'Fm -"' - -i - 5 ' \ " . S _ f . . .. . _. r - �--,L- -�.__" -____-__1 _-----I I , . . � ' ' -,.." _. .. . .. . . , - .�. ._,_ - -�I. 1� I " I f' r. _.. , . - 0 - -11 _i W _- - � .". A� i ��., _____.1 wRiAm, _�� :R,_ . - -17.-� I-.,,,. �� ,,�7 ,. � I ;W=AU� t�-?"" ��'Tll_mA 1--l-W axvv;s._�.n-'P:.�-1 , il g' ;� m6r:_g'_��-%,'- . '__....in \ -- Q'�!e 14--_�_n " � i5 _ ---1 F -i�!'g - . -- - m . - - .� - - :__ __- - i -- - r _ . . ..--- . -.. - � I - ' ' . - .-----': Y.. .� - __.��. - i - _: .. ___'. ._. . _� m. ..-. .r - ---E�- . ._1 - L . . -, � ' -;_ --:�-' �7'_-�'.;:'-- ..... - I ._ - . - ,. � ,�-_ .... f�..' - - . , , ; __ � . � - _-.- " - . - . . - ... .�� '_.. I . - '__ _. � - _. '' RRIOTT ' ' , -. - -- :; - Denver.Co(orado . ;, . " .-- e . -�-. t zu- - i . . -'�' - F - -:.-, .' ", �_� _'pt- -�jj r- ' - - 4�. j);' ! it � � - - �- r, m- . ..�_-_ -_z-z . -- --- - ---- _..' ,' - - . -SEWF,m r . -, - � - : _' .��' : �- '__ . 1� _. - - _' - _. .' . .. - �_ . _' . . -MA I I I J� � - .. - ,::,- f -,----, ----- -;,_ _.� 1 - I - .-��'...- .'; � . IV, -_ -- , 1 . .:.., _ '--. --, -- _�z - ."' - f -�-'� . , - Q';e.��-_,; - S , nE INTG�EXIS11NIG AS -...-,-. - _�.'_ ... �. � - , r R -4%kp 4- - 3 . -1 ._,'_,� - V ---- - - - - . , . ----` .:.- :I - I .V-"I---,- , -,:, . . E�� . �. - ; ' . - - . - -- - - ;_� .. . � _.- - . � _ - _. . . - " -- . - .- _. - . __ - . . - _7_4�:- :, ��' . - -, : 5� - .. I- - �-: . " _�= -.. - yyN4FUe.0% , - - . .. . . . - � . I . .. : ' � - - _�_. _N - � � ' -.!� La-I -f �. -:�. - A 14 ---1-3,t_ . _.1. . .,I ::�k� . �_---. ".. - .-_ - .� - ..' -,i. _.I - - I _.. - I -- :- -�- -- � .... - - _'_ _z c; �: � m I �__% - . - . :., - I � rmz .'... - � -. - - .�� . -, - - � -: - , I XASTU pL4._N_NLR .. � .Z' . -' _ . � .,. . � -- .. - - - .z: _-_� �_; % - . . . . . . ; k: 0 (A2) '� I I .1 ' 111��:� - - . - . - - . T � --.PRvF--�-I� _'� . --- __ -� .. ,.'.-- ��_-'----;..i. -.7. _. ;R..__� .11. _. fl .- I '�'. . ' : � & --�- -.- -- -%-��t-��f�-'-�- 'a�� . _.. .1 - I I ' . . . . . . - � _Z� - ;___... -z��-.'..;.- .:1 . .-----.- : _. , ..�. �_..� N - r -%RC.HrM-(-r - ' _ .E. _5_� . - - 1i P, .. - 1. Q , . . -, _'___ .' �� - _...� . 1 I ; __ - --- - .-.- - w _ . ' - . . - m_�Kt .. Q- - . '.. r-' I . :�: - :, : ...?ERVICE _. i _�. - - __��.1--_-._. - . :. �__-____ - � _-, _. - - - . : . � , __ �t -�-- - . _GATE'-� VALVE- F�'_ '_- �_ . _y �� m � -�w ii�" '_ ANEY .- DESIGN i - i .� .- � - - - . . .� __ - . 1.��. � . - � - _�.' -__.'_!�' - '_ --_ - .:,-..- � .' .. _'�-_- - .:-. - -- - _-.� -- .. r - _ - -- �'e - . - � _ ; �' .�r -- -- - _: � -- :-:-- - - -'--�_ .-.- -:�w - - - _ _ k - - � ' �- - -�_- .-- u�_ , !, '; . .I . .- - - : '_ - -, � __ __ ',- . '� . .. : - : � t -�W� _��Z _- __ _� r. . �- -m' 4 . - �7 ---- - - - - � . .. . .1-y-- L . _. ,- �__ �� " -- . . -I.- ;7 - - :I . , . - .: . _.: t�;:n.- -�:�7 .�'% -_ -, -- - . - 1� - .. .. I m E V. �_. ' � --.- - .�.. �--�.-.--%--� --.-f--, .,-. .��-- ::�'_yi:4��!� -_ : - - .. '� _ _ - " :-s' _�.; %_ :�- .-:. ._.� .' . �' �LZ;. . __ .- - - - - .. .-..-. .,-. - � e - 4.';. - � ! -,Ii. . A_�_t_? .4 .- -'----- __ --� � . 1: .' m . -__� k . r _. . . - _ - _��- a I I a.,I al__'�_' - _: .�z - - . - Z� ,; . T .� .4�;7- ! "'!�"�� - - 1�m_.�'-':'" L:: -�1� .- . .- - . . TpIkE �. - � k- I 1� . , . . �x f.. �"'. ';�� \ (3�)11 1 .MAN[ - - _ � ._� '. 7 ef . . . �,'�.._.... ..- - .- 2 L � S UP . . �: ;_. ."- . ..- 41 i L!'_ .. I , . _' � - __ -_. -,-:,-- -- -"- - - -- Q. . . .. . ' '_ - . . . _' ,�.--�.�'i�.- -- -- - - TR - .... ...-.-- .. - A,RT j 110WERTON - r. R2_ , I , .' .' I . , iM� T REQU T - - 7-- iOLE' �_ .. .- - . _ . _.- � _�: .... - .-- �__ _ I " � -, 4 :5-, ____� -. i . EA� IR EN. Si FOW ': _ - _- . .. . . .-, . __ : IL �� . � . 8 4 � . IN L _,__ . .-, f�!'. ..___-,_.- , .1 - ::- . ___ __� : X __ . - z.� - �' - -'- -.- ��_:� - __ , . . .1 - .: . _ , \ - - .. . - .. '�' . - -_'.' � - - - .z ' ..: ..--. � '. - --�__ - - - _.. , . - � '�I .,_. __ . _. .i-- __ , ,-- �� . . I � __ . : - . __- -. iL .�- " -% '.: -�'�; - �`%�' m' -Z_ . - - - - - �' -- �� . . NLW YOM NLW YORK ii ' .'- --r'� �; - _- .'--- - -, .'_ - _. � .: �._ v - � . ___ . . . , .� e �. , - -'- '- .'- _ - - .. -, , __ __ . - - ''�_ s . x : i . .. � - . � _ .� .r '. , '�_ - - �.%-_. - _�__':. :ti�..__ -, �.:_.z, 7� z. :-- ' �: - . . . � -' -� -. --.-- � I .. - .- - - - . _ � _. - - � j- - . . ---. - � , _ _ - - - �� _ .; _ _ , . , - - � - - - � _. . 7 : . - --- - - - , , --- �_ - - - � � - . '% .�'- �-7'� . r- -; - - --- :.: - : - - . - - - _ _ I - . - - !0Z- -,- . . . - - f _e �'�:_5_i�' _'�R_ �_� ' __ -�� -. I . -. .- . -. -- I - - -NV I I.NV�.-�._:�_- -, - ' ' � :! , .- -1 3 ,-7�' .' ----,L' �-'_�_.---. - _" ,� ---r. - �r' -.-. - . -N� ___'�z 0_.__ , I ��' ;F�14_'___1 -'- - � � __ - - L �� - - 17- _0 *R M_%4_ QE ,-- - . '�� ' i zi- " PROPOSE SEV _ .. . . INV .1 . . ,- - '�. .' --.,:---- , � -- � . .-,I T. . - -"-'---__,'l , � . I m - '. - \ _ - . "�� - . . - - __ .- ,- ,.- ---� . __ - , ��':Nev"'_z --'_:��'__-` � t .- _ - TF m - -� - . (�o--,4.��--814t;5.-53'.. - � , - - .- . STMUCMM F_NGZ��U-A �'�_ -'_.'1-_ _1-__1u..L � ��f z�"_ . ,&. . _N I ' ___ P . .7�� - - -- . . - .. �� '� - - - -' � - . - . . - - - - ,;.-- .-. ,- -_.-- ;__. "___: _. - - -__'_ : -..:r . '� . 119e:-% - _. . .__ -, _"' _ _ _ .. . .1 - - 1. . .- .- _,% ; �.- _�: _'. : . _ . '�.L _�. -,-., .. - .- � � " __. OE&1;E\X-L-_-_L FNGD�ELRS,NC I . , , __ - . - - - - '. - __:'�- - .- _. ...�,; - __ - - - . . - . _. .. - __ ' - '; _' �':'mim r ' - � _ � - -- r�_�-_�'!�: _ . . � _ - - � - � -: _ , "COU __ - -- N I .- . .._-4 - _. I %�'.. .. -.. IN ':-0-2-81 � , . - --- ;,-. � .- .. m 7?:.�2�� - ". . __ � �__ - '. - - �- , _ � - _'. _ . \ _u ON p AVON _AuDo . I . _ . - . . � Ii. 0660. ._ .� - 1 . � 1. � ' _ - "" � _ - -'--' - - -�z � ;�--_--.:�- --�.- -- -SEWER.- ' . .� ) -- :� _; '� ", - - __ __. .. , - : . � � :-. �. - - " - r -- - � �"',�__" -, � . �,. - _ � � ..' - - ,- -.- �' - -, - _� . - .- I . - TED - - .- - _( Y -5 __?`___ �!-_�-'..�'-� - , __ --_-, -.- -" - , . _- - - - - - -:: . - ic�"-' � N� '�_ I 11 - UA - r - � . - � r , , .: V41 - , -.,-- _ . _ . ..: � , , A�-' R �- $4_.-o?_ VAL - - ---.kt �t_ _--_ '�' _.. . -.;, i . -1 - I A , . �_ .- �A: , _�' .'�__z__ 1�%S_;:; ' -.- -- � - - . - . ,, �` �9��-�'�t �='_� , - - si;i5 - __ r�j!' ..� ird,�� -�..- .- .. . .: � - --- - - - -, . �u _ � __ '__�_�01�1' - L-:- -� - � mko� , . _ _ -� -. - - � X-�� :-� --, ." .v '�`� -,"�4_ .- - --7-. ';_- ___� '_.. \ I . .'� IV IN M '� __ g g �W*Tl -. 9 .'. . .. �' - lo, _ _� BY- I � r ;� :t�� . 1-�-'.* '�: .; _" _. - .- _� , _;i . , � '--'_ ��. �_. ` 7 - _' __ ___�� -� . - . __ ; . ..�. .. Z..�_.- _.' ,2i_��_. .- . _.':�-- .' "I . - -, - - , / I :- _ .. . . - - - . - _� ._ :�_. . . ,.:. . - ' -- _��_' - i �`_ mi!:(� -_.. .------ . . - . - � . - I __�i..� __�' . -i-----�=-i - _- .. ' i----�_� .. �. . . . - - __ � "i - - - 60 - - .. - _. % ') , __ -';. `�' - -, % .- .. ._�. �.. _�'�'�� 11 . -IN� =�� -� .-._-_.'r__ - - - �- . � _.�,,�.' ,-,,,�_-_ _- - ,� -�.'�-� - -, - _�7 . . ..".-.1 _� _. �_.�'..;84 '_ 1 .;Y 'L ' . �� __'�_Nz�'__:�;;fl . - - 1 - -- -�!---: _� -, . �'_'' - - -, % _ . __ I �' 2z- . I - . � .- _�_ --- . � : �� -'- - .. - - NIL,C F-'-kN,TC-�L M.E C-1 R1 CAL 1;_14G'UNL-,X - , " .. ��I '% I ... I - -. I .t - ' _ _ . . - I - - . - I __�_;___._ .-.:r--. - ___ __ -.1. :._�I-��.- .- 1-.t.m.." I :::� - .. ., � _- , -� W, _!aZ�'�wl K�Z . . �§99 � -, . . . . . - 'M :"F '�;-� A-:r , - � ._ ,§, _ � , - - : -, -_ - . - I _'_ ' - . --- -�__'�._ _ . . . . . .. ,__ . ..-. _�: . , I :�Z_ _1��5 -I-- - _' "'� --. - . - - , .. : , 'T. : %z 2�m�:_'___r____�� /,I\,- - % -.c- - - � - , . . . � - . . . 2&4 tF 5;�7 %i:-T�"-A'* �S _.Nc_--; I '�� t OUT-- - -,-r - - - --- ' . : � ' - ... - - I � 5 ��- L7' :�' .. . - . , . \ k _t'-'_'��;:".- '__-� .. � .�.. - � - . __" __ -I 1 _..... -- .,��V��__-__ . ' - ..--" --- %� r- '-- � - _'. � -, - - , - ' '..i_'.' ..__ . '_ ' . - _ - -, I ' - . . __ .. . L\;c - -1 - - 'T14 ziy_'5j�_- - . - :' ----.-- :�. �' _-r .--' I - . - e -- __ - - __r -a E�%iGD41uas' �1; _.4�k - - - - f _.."��I -.-_- I 1 '-'N' - �, � . - -m �'� - - �_ ?�'.�� %;!�;I� ; _� FIEL.- SURVEY - .- - .. � ; , _:�e�'...:: � . --- -' .. . _ _ .... - "- - . '_ '� .-. . . .- 3 - -__. - __ � . AVON,COLOIL-kDO _vTQ- es � . . m . . . -- � - . .'' .. . ." ��.. ... _.'... -1 . . 'I - -- _101� -INV: - -�� - 81 22- I H . '.. �...�7'.- r-, �_ - - - _ . .. 1 �_ , -. .= . . - � . ..-.- - -, . __ .. . '. . -- -_ -, m'- .-:.. . - 0POSU)". d - OIR� _... - . - A m .- -, -.-. . - - - - - _ � �_ - � - - - . -- i� . E.-,�1� 0� P-m,'__��In-,:-�,�- I t I - .. �_' -1 ___:,;. .. , _.' . -_ - _. .. , it - - - �_ 6_0 ' V, __ E CON .. _ .- -.,-. � :.-fT��!�-' -'-v1__1 . '.�� - . _. -, OL I - j AMP - _. � .� . - '_'� - -- _ . � - . , _/ 11-1 : 6 I .% - - , 't� ' .- ��. . - , � - 77P.R .�. .--_- - ' ii.j... - ' - e r __ . _� ' - :-- - -_ �. � . '� � .. � .�_i�- .- 7__.!�--. � .�.; - _.f_� �.. '. � - - . . . 7 " - 71 1 1p I . .- 11 .. _-1� , .. . . � . _�!- .� : . , - ' � -?% '� . - .-- ' - I. - Z UVEL ENGMLR -__ N '.--_r . - - - . . i \ ' - � �, ? .. :- . . . - .-.- � - - ��- -it,�'--:'-�_T� . - - - - � . .. __ - _- 8-1 . � ALPLNE uNGLN1mx_NG'Dw_ . _� ' - .- V. z _... 6 _' , � :�%.. : '-� . - . v _ . . - .. z-.-,--, �: '.. -- -- - ��- �'�'��'� - --- , -,� - �� '�;:l--- . - . '.- �'-:. -�_ Y, -M V-�__(o):-4�' ' - ' , , . - -- .- ..� A_�_*X '7 .--�-�----., 't I -�L F THE! BENDS ----.:-'. -_,_- . . .i , . .--.- - I �'�-.,i_��' m . - - -� - - '. W TER'---'MAK.�r-$.�� -� ' - - '; . '. ...... - _�e. - = � . T -QC . j6i�_ :_ � -:- L. - -- . . - . - - . L_.';U '_?. -....��-, ', ' 014 .. ...zi-J, :- 0 �!.�_ - .. -- S 0 _. Z. - �_ �__ - - -, - - , -1 _. . - - - � ' : - - m __ �_� , _-_7�:� ��v - ,_��A` .'-. � - . . _' ' ' . - __ . . . Arl,COLORADO .,- . -.-". I . -��!� -... _f '- . �� .. .-,_. _' - .- --- .1 .__' - E. � - -. ",' _ :__..�:_. _... ..I �'t -_ - - -- , '' ... . . � - . .' , .� .. . ..- '_% : : - � '� ��-_ � .: . �... -- -,. L __ _ .��__-. I" N\1 -� -� _' ' - Na . - - -�- -`� - "-:-' . .. . . ..1 a :. _� '�.-�i;':-.'Z ._'...- --. _:-,'�E2.i- �-,!2'-,bo:��' ___/ . ' �- - ACKIFILLING ' ' __.: - ��'=.� I I 5-I N U04,- -X I S IT I - - . �; , - . . . .. , , __ - - '_ _� - - - _ - . - - t I 1-ml.-�-, - I ' I . . .. �' . __ -�-�t, ,-.---� -� . � , - --- � -.- .,.'. - �,' .' - ..:.- . . -1. - . - - . ...- __� , . .. - . . -_ . - . 1 - - :_ --- " - m �1:_'mZ_;'_.-._�'_ �._'Z_HORtZONT VER11CAL LOCATIONS TO _. � --- - _. _ - - -- - - . . ... . , - _';!�"--�Z'�"�__��'__". -i.��_ ;t . .., --e. .. - --- ----",- __ -jr.- , ' _ - :� - . _' 1. 'AL m fM b'-- . _ . �E: ._ . . - , . ..;7 , - __ ...._'%77-�� Q� . ;1 ,GS _ - I I . -'� -.' - �'r �4 . : j�_. --,: - . m__ - I . . , -��'�r� -.--.- - I J.�- _��., 5 - -ROP-";- t u------ . _ - r I � .. ,-�.. .. :---,� 7-Q,� �--_-_-"�� -, .- . � 1 .2 -1 6 " - 9Z - I-;,, "'"'-- ;;-. � / -' ' "-:-'�'-� "," I W" ,._,� � - . . . � . .. --_�- !�-�:-t:_- ��I-__-�-'_'� �`-----,_`�--- / /;�-i'k 6� ' : I-Sbu t_---� �'�� SEFV ;� .. . . __ ,'.� -_`7..;��..-. -� ,-..� �_d __�'�� ..:,-z I .- . . :��_77_ '.--m! -;- �':-,--..- . --.I�.. - . -. .- :. � ..: . .- - - - . . . . . .. 1; . -' �' . . � . -. . - .. . . __� � -- ��__'_ ..' _. ..' - __ - _ .m' - �i . . � . - � ' ' .' __ .-- I. . - .-. - _� . 1 . _. I _. _ �� .: ;-;- - - .. __ �__ - .. :' .- ' - - ..� .. . _. _ . . - _. PROJECT NU-NEBER: 84253.3 . . .. . . . . . - ' . . . ' - � " - I . � .. . .-. �� .: - - .- .- - . - . '�� ' �_'�7__'Z7� _.n7i7- - . , - - --7-:,. .----, - , __ -, - . - - ? H - . . , � - -�--�- I.." I � - � � . . �6-_'_' ._� , , ' - x --�-. . - - 0 ----I�-...--:-.--�-n�-�..-.,.-.--��"-.�-.'.... _ -_-.-� -6L . �Z. .'..4___�: - v 11. '.1 ��.,,[Q! - '�'_'.�� _..' � - - -- - - - - _� '. .' - ,�k- _. _. Z , ---'�� . Z�� . i a -.. _ -:_.',---_-P . . i- '_._:� ��4 5 a I - ..." -�---T_-- , '1Z - \ - � k _.Z�_�'�_ .��.�. .. � ��_-.! /P .- L', �'-- .- '.�i-' A 1,.-,A . M - K- -_ _�i; - '��. - - - . _�.' 0 ... � -, .. - - '. "H :� i I U(LYA, . . . M � - . '�f' �k-__'_ __�Lj� ' + _ _ 1� _____ ' 7 _- __ _..�� - _;�: '�� - I- - - . - . _.� . r,V '_?_"� � __" - . - �f -.' - � � i,_ - . .� '�" '!� - , . q�'v - m ' . -.-._. - - . - ' - _� ; . - . . - . - ' ' ., - __-i:�' -�� - --�� --�-- -��---' -.- -4 . .. . ..�,. .. -__:-� - --z .1 .� . - ... . -, - I . 7�411 __ - ' . __ . . .' . .- - - � . ... ... . . .. ' � 1i��'-.'�-�--'_�-55--.r I -.- -�- - .- . _.-- 9_�� - -, - - - .. - _��_ " � --. _�-_ " . . . - ..O- .. - . . . , -:-._- 7��_'� -!_ - . . . .. . : . . . I � - - - . .. . _' - - ' - ' � _ . -, , ' � 1 ` , , - - - . � --; - - - . � ' - ' ' __ __ 11, '_ _ � _; __ - . I S . � .t_l f - � - . - �--ik .- --.- . ---..-., - _- �__ . - ...� - . ..- , - - - .-�" . " - , -'..� . '_ , ' ' - -- -- '�:-;� - . ::. - . ;� - _ _ . �.. - .��< /I * , - - : - .: �.-: -- -'��- ,- , . .. .. . - .- % . . _. _. . - .� . -F : . . :;. �.-, - � :. " - ., .... � : . . I . - . - - - -.�- -?�rl�- - .-.__��..-..- '.. '�� -- - � - - - , -` -;�; --� -.'�._Af. ..,--.r- __ . - -_ - - - - . - _.'- -%_ �"_'-. -.- - -- - ' ..�� - . . -- - - . , _' `�' -� � z� '�� .;i - ,r-1 .. _: .' - . . � , - - - - . ._.-. � .- -�_ -- " - -- -.� ��'-.. __ __,-,.:-_.__Z7.-_..��. �- -- . �..-:� . .- - F:-:i�'7f�i�% - -�- .. , -, - .� �. .�_�,- - -! -R'09 - -' _ _.:,_ , - - � . .. � 1 -- -- -; �-��, . - �.,�--�_'.�' .--,____ - , ___' . '.. . � _3 c . - _'_A��7 t. z. -. - .. , - -L_ - ,_.Y� Iry _'.�_? - -St IRVI'C I .- . , . . . _' . - . �i� - - - :-�- - � __!� _ _ - _.-_ . .1 . - � '6 K��ii7t:'.__`:w_ . - I N\ . - I . _. - . .- -�' - _� . I , �-�--'_ --.��- -___�_-"%,--, --' . �-;t�� - .i-'�_r1.4-�-1.'r, �t _�_ ., r; .. � '_ - - - __ - ��.'_-_"; . I - . . . . ' - . _---',_�r , - - .'.. -- - , .. - , - - � -. - , - I - . . - - � '-_ % . ':. - , z�'; - - - :�'-�7- � __ --'- - . . ' _ . .' _ ;' . - m - _. - - - - . - - . . . - '�_.; - -�-� V_�__?_.1��,_--�:.c' ;��,i - .�: -��:-, - - m - _.�'-%,- - - _. '. . . - __ !-�--,.?��.---:-r--�.--�..�-..--.l-��r---I�-,��-: -_ -Z' N," _. i ' __ � �1 . _ - :. .. ...� . . - --' �: - _ _ _� . . '. . � , - '. I �--. . � - - . -' �_- . . - .�i-__v - , . .. - %I ISSUE RENISION DATE - : - .. "_.�'.e... n _. I �' -, . . m ��__ ._... % - .- .; - !�--s�------ ,I : - ..��'� I_, -'.-- - . __ . - - - - . . - . . - - . - . . - - ' - --, -- ,- . . .. _ _ ' - li�...- 'I ' ' �� - - 1. - - . . .- - .. - - �"�� - - . kL:�_ _- -� , , - _:�.. � - '�2. .'.�- - - ., - ---I � *� �� .-I... I_- 7-: - --_ - . . . .'. .5""!" .. . - . m - w! -, ' ' - - . - - - 'L-"�' , - � ;�- 1., lo7l'� - - , -1 _. . - w . -'. . - ,'_ , . - I _ - -:7_7,2�1_-'� .27f:E-4_. - ., . .- , - - - - -� -,z-; , , ---:_ �� .. -1. - - .' � -.-. . - . . .- .. . z� . - --:-- :'%---7.. . ,._4__ ! . - . . . , -1 _' - - -- - - -� --� . ' ' - I , - �' ; -�_'_: . .:.I,-1.-m- . -; - .-:.-- . :1, . . . .- -.-- , .- -- - -:- .. I - ._ .- ---�---�.!.-��f?�_-'-'-.' - . .- - 7 ,.,. _:� - - - �' - " ' _ . - , , �: - . - - . . -�' - , - �-" '� '�� _. ' ' :;. % . - ' ' . - - , - ._�.' . : : - -im . . -I I - - - - �' . - -- - - . _. -- - -�--�- � - __-.1 ��) . _Z. . . . �... ,__ .- �.. -�_-`.i �-, ' oz__,.,.. It_-�' - :.: , , : - - il __ -�_ �� - '.�i;-I..--'�_ - - . 1\ - �fI'j.A. _ `�_. ,.. . _ - 07�- ... _ - 1A I \ R1 7-- - _Z__mng'_ . - '9 ... - -�k \ ,:F� \ - . - - - . . - � - - -- - _ - - ..-- _� ; - . �_; -, -_-:_'_' - - _� -� _. ' ' .._'._ . � -�_..-_-�_' . ! I ,---- .-' .. -I' .m. . . . . .' w_�_.37.......-ii . " / � - . . ,f.' - ,- - . . .: -1 . - I I '�'�� . . �_ _ � , --- 04 CONST DOC - -�_ .. ,-.� - - m' .... . . - . .- . '. ___: - _._.__ , _;- - . .'�. _" - - I -1 - ' '_ _'. � . - � . -. - I .. . I . i \ I `01%`� "4; 011,Q, 9--§TAPPROX .-. . - ' __ . f�.. - . I _. - , - - � , . ..�.. '.'._� _ �' ... - �. . .- ' .. . . " / !9 ... a- -- . '. - � '__ - - __ - _ __ -.-- . I - . .-- �. , . . .' .....__ � -,..: ..- . "- -- �- - --i--, m'---..-....- � . ...' .%'r- _. 1 . _ .- - . . . . : � 4 . - _' . 1. - ;- -� .: _. . . ' - - . � I - . T...- -.. - . -.-. , - - - -, :.--�-_:m-.:2_---- -.-.-.- : �-_�..:'-� � - -_TE _ . '�� - - .-_: ... .-.- 1.-�:-- . 07 - . , . _ I - - I �'.��'.-.,--.-, -__. .--- ,. - ' � - 2V- - _�I� �" _- - .. '_ ,:. - '_ �- __-_-__ I - ' . . :'�._ - - ..� -.._. ._.�..� . nF . . . . : . . � I . . 1 . ... ' - ' �' . . .. . I ..'_. . . -_ - - - --' " i-- - _�.: - -.-. . �.' -�_; - It I , -- ..I �; . FOR PERNUT .23.04 1 . . . : - . � -:' - : . - : - . _ - . - . _ - -r� - 1. � __ - - _ :-.-.-, � . . . I . . - I .- - � Z . . .. - - - � �--�'�..--% .. - �:!� . .. __--__...-.. . - - . . � _.1_ __.' - :'- - 7!1.. 4-1:'� �'. 'Ar t�. - .� -.. % . - - , � ; � _ - _ - - . . : . .. .- -bu Z -k -._. � � -, ... - . . . - 1 - � - - . I . - . - _. - � - .. . . .. ___._-- � .- . % k�� nt = 20' __1. f�� .� _. I._� -.-;r-. -- .; . . -..-. - :.- - - .1, . . m . % ;7 ..- _'? I - . - - 4- / . . .- -"-.S:-r'a?-',�'_- ; � � . - i'. � � -. _...;P I. . . . . . - - - " ��i -_�`min- -*=L A!�__� __ EWI-11 r 05/06 CONST DOC 08.13.04 .� . ...... .- -- . - .- -- - I _ _ - _ . . . 1-1 - CRETE RESULTING __ �-�'-,i;!�. , - - ��' , .,f --7:.: . . i � '�____ _- - - _. - - � - . __ .. - , - .. . . . ;� - �. . ' __ I A , - � -�I - 1 � . � - 4 _.:_m . '�� I 'I - \ 1�e ;--�-OA�----- -1 - .. . -I :- :� - . . . - - : ': ,-._.�_�_-, : - i e- . . -1G -. f .- � - :-- - . . \ - 81 ,�5 p ROX 1 7;,----- � .- :�� / - . �. �X - -".. - -. ,. - 1. _ ._,7 _� . 1 , FROM -__�___\ / \ \ _". , -.1 _% e � '% - - - If __ '_::::::��1-11,- _" _.__ . - - - ----. I _ ;:L:1 �;p -..I-.-,---.-_-. - I == A - _.. . , I ' ..r- . w >; TUNNEL REV 09.10.04 0 X Co Z . w o - A < 'r 0 a. So -A jqN-kL CONI,S,r 01.03.05 r- . CA " �_ q 5z 'q AADDENDUM 5 05.16.05 0 "'MLOA !A a f.j 0 18 1160 �_ W5142 A V) m Ff A .'; ��! , � NOTE: WATER MAIN UNDER MARRIOTT 0< - 0-0 3 j �1 0 z Co 0 <!� 0 . fa F=V) OD P mo 00 2 . x I � >; F- I m I N - DRIVE WAS INSTALLED 11/04 1491 . I d 11) z 1: W? .�2,,o,,r,-: I: <'- i I I <OD CP8 . f*r':0 4.1 I Iq :2;: c 2 � :2 V I to a ON I o'co - p il Z 0 -1 30 25 I 9.--, z 5;1�Lj I= ce � x V) 1qjC3 ON : 13��; '_%%..' Ln M.!N r-�20 , z ' >; a � La 18 A , " 1 '6 - x a. � . m - +��j 0 w w < d� <CO ,6 ob 0 j�j ��- 0a.WZ8 :2;: O .0 Co w Z3 .. . - __ _kL .- com > > w 8140 - ,I< - i50-->> Co FD Z,I% z Fr V)a-iR�1:� ID - �'40 I . W Z,pf I I . __ !� D K !� 0 PROPOSED w , i 2 E)(ISTING GRADE FINISHED GRAD 7 0:2 > > > I 0 r--- - - - I K 81 - I /_ - - ----------- --- . /EYJSTING GRADE ") '�__ - - - - - !=__�_ - __ ___ - - - ;f - - - - - - - < 4.5' MIN. COVER . fl .. . __- I . . - - 0 0 - - - - - - - .- - /_ - SAX.- - w.-- .... . _ .. __ - - � - __ __ - .... 7= - R ___ - - - ___ - X6: 4�_ f'r- I�_P_ 4 0 OSED- - - STA: 0+37.m_/11*'� 288 LF r Pvc 0 1.43% -_� \_ .. 1814-0 -_ I A ISHED GRADE I-, I I - I i PROPOSED 12* STA. 2+07.71 TUNNEL -F[- _____ / .---. - 81 00 -pvc-STORM . PIRGROSED-42m . - � R ELEV6 8112.6 PVC STORM . ELEVI 8106.5 -=�4---. 9 ELEV* 81 1 0.7 &oo:---- ____ - --j k . - =n__ -- __ -__ " Ay" i - 9 8090.00 1 -, zwj 84 IF Om O.I.P. 0 1.5 (2 LF 8o C900 0 1.00X I 'q CLEAR A �m m 0 EXISTING GRADE,,,. - __ DA" ELEV A P\STA 1+54.14 :3 ..:V " OL V.)2 lq� INVERT W� 0021 " - 00 C!10 . � , ,.,,.,PROPOSED .N n 8090 A' . SEE TECHNICAL ZL-1 INV. �- 8096-W EXISTING 2e RCP () OD 6 0 Cx P,gi �D c6 ELEVATION a]r�: 0;rz 0) I I 'wo _nONS FOR SPECIAL 0 - -0 ;::a _O ;::0 :::0 - 0 04 SPECIFICA SEWR MAIN 2 Ri ro w- Co ro Go @ OD 6 * -,� INV. - 8094.27 ALPI SEWER 3 00 Co Cq . IR BACKFILL REQUIREMENTS Cq P� - - >� . I OD r- r- D S to ED 0) - =::::::::::� =====m 0 I 11orizontal Scale: I" ==20 � - 0 - m r-> USE SOR '35 PVC Z\ __��- mmimmmmmmm� 9 I . I .. ;�i 0 EEEEHEREEEE�f - . 1600 CD Z2-I,-), � 00 ( FO FOR TAPPiNG mm::::::::::= �_ PROFILES I 0+00 1+00 2+00 III - mm�fia� - -,-..-- ASSEMBLY AND z===* - VC 1-1" v - '__ I 000�!�S_y'_' i \ / ;��_ I 1� I _1____ _`_ ,(,;T- i - � I \ // \ , - I '____� ----I- vq_-7___ 0_��Y _��_ ',Cu'e'z'_ - , L I �; 11� - S1111 . I -- 10 FITTINGS � mAi � � ow 0+00 1+00 v 1111111111111111 1111!!�11�I ENGINEERING INC � %'.'01 0 40' 0 MWMWESD1WCQ=*8NC,3L20oX 97 C014 C3 14 3 Vertical Scale: I" = 20' MARRIOTT WESTERLY 8" SEWER SERVICE PROFILE 6 970 926-3373 - FAX 926-NOO a . - _" 2 . r� CL ALL MANHOLE STEPS ±© 2004 42 140 AK;HITECTURE, INC. - PLAS7iC COATED A MA E TES OR EQUAL t.�cQ� -< 8.' MAT[! LINE OR x 1 Y SERVICE LINE 10 GAUGE INSULATED .�� COPPf3t MIRE FT OTI d� � w � 10 SET 10 FEAT • F10 ` �' SPRING LINE r i MH FRAME AND COVER LiS20 LOAD RATED OR EQUAL, 2,2-1/2'LONE FACTORY WYE r Y_pr RADIUS BEND • OR 4S'BEND a- SIUBOU7 APPLICATIONS(N70 CLEANW� HARCO COUPLING HARCO COUPUNO .-SHALL HAVE A 39 LOCATING DISK OR EQUIVALENT OR EQUIVALENT ELM INSTALLED AT WE END OF STUrMT I-�M MARKING TAPE TO BE PRECAST ECCENTRIC MH CONE G g00 MH FRAME AND COVF1t INSIDE LIP TO 9E M1AX - z PLACED 24 ABOVE MfYE BRAND SEWER LINE OR YfLOMINE SE1dER LIN ffS2a LAM RATED OR EQUAL S THAN :t; INSTAL.L. 1' DIAMETER I RAM PIPE OR ANY r�q Z'-� 19 OUTSIDE UP PROTRUSION TO BE PLACED IN UPPER 1 J -,�-• '='s NECK(OR EQUAL) 014 IDLER AND IHIRD OF SEWER MAIN RWC p CO" - FINISHED GRADE �� OUTER RINGS PROVIDE 1.5' � SEWER VAIN � -A. DIAMETER RAM NECK ON SIDE VIEW MANHOLES LARGER THAN 48'. PROPERTY LINE EXTEND 2' U �, INTO MH }T,}. •- _ FOR CROSSING LINES IN 10 FOOT BUFFER F WATER UILE IS 18 INCHES OR LESS ABOVE SEWER OR 8 WATER LINE IS ANY DISTANCE 8EL01N e r 1 PRECAST ECCENTRIC MANHOLE CONE "s 5' MIN.---- , now --PIPE GENERA{, DOTE �`PERMA-JOINT' STOP OR EQUAL - THE SINTER UN� INSTALL Cfi9a0 PVC PRESSURE Vi + INSTALL Y DIAMETER RAM _�ti:z'= `•.is d FOOT STU!PENCE POST AT END OF PIPE OR NIL TH PIPE PANE@ PIPE MUST •-D' Du '.x' _ ..,,.'-r - 1. 1d11i1MUM SEPARATION BE'll4EA�1 11P1E To 4 EFEr ABOVE GROUND - g' `Y• FIECK(oR EQUAL) ON INNER AND r _ 2r -:+ B' STEAL FENCE POST - EXTEND UNTIL THE LINES ACHIEVE THE IQLJEItED N AL) rs TAPS SHALL BE 18 INCHES PAINTED GRF 1 SPRARATION AS MEASURED FROM EXTERIOR WALL •' OUTER RINGS, PROVIDE Le iM ALL MANHOLE STEPS, :» �'�,Y WYE FtrnNG RF]EIt TO PAINT TOP Y OF POST GRIM TO EXTERIOR WAIL, OR THE JOINTS OF THE SEVER DIAMETER RAN NECK ON w PLASTIC COATED w 4J jO PROFILE 011E ARE OFFSET BY 10 HORIZONTALLY FROM THE - r MANHOLES LAR" THAN 41'. MA INDUSTRIES .r z - b/4` SCREENED ROOK FOR INVERT CENTER OF THE WATER 111 I r OR EQUAL =-; ••• OR DISTRICT APPROVED DiFFEFtENT1Ai }�J ~ �± EQUIVALENT TO 12` i MARLING TAPE TO EE WYE FITUNG 1 [I] PLACED 23 ABOVE 4` R�6A N_ 4 PRECAST REINFORCED CONCRETE PIPE OR ANY � r E• �=}. � � 18' .Q MANHOLE PER A5A1--C478 PROTRUSION - = NEG>:SSARY AROUND i .` '�.'-�, FASTENED Y MIN. F HAND Sluff As �- _ STAINLESS 51EEF}.. BAND S CT�ONAL_ViEVI[ TOP VIEW FOR PARALLEL LINES .A TOP OF BENCH - TO PRONbE _y' PIPE TO BE AGAINST AT r INTERVALS ON - - - - F WATER LINE IS 18 INCHES OR LESS ADOBE h ALL MANHOLE STLpS DRAINAGE �~r: MANHOLE EXTERIOR VERTICAL SETTER PIPE 2' SEWER VILE � IF WATER LINE AND SINTER LINE ..L Y. - -'�'- INSIDE LIP TO 13E HIGHER t r - = AND L5(TFJtIOR WALL PLACE 3M LOCATING DISK ,k COME YNT11111 TO FEET HORIZONTALLY. THEM TILE { PLASTIC COATED 4 R. DIA. MIN. ULAN OUTSIDE LIP ' 4' MIN. -'r`�;_`_,;; LRAE2L(WEG TAPE SERVICE LINE - SEE SPECIFICATIONS APPROX. 1 L=OOT ABOVE SERVICE MISTAl1ID SEWER TINE 15 T4 BE CONSTRUCTED OF MA PLACED 24 ABOVE C-9IX) PVC PRESSURE L'IF'E OR YMOMINE i . - UNDISTURBED GRADE A 1/4 INCA PER FOOT MIN. END BUT DO NOT BURY AT PRESSURE PIPE PRESSURE PIPE MUST EXTEND TRANSITION ! •°, MARKING TAPE TO BE 0R £QL�I SA e r -_ PIPE OR ANY A DFP?lf OF MORE MAN 4 FEET �++ PLACED 24` ABOVE i PROTRUSION TRANSiTIOM UNTIL THE WATER AND SEINER PIPL: ARE COUPU" 1 PIPE OR ANY TOP OF BENCFL PIPE PENMATION CASKET � _ T>"ml)LE'"�� GOtJPLINE PROTRUSON PLACED IN GORE TO ACCEPT �` :N : ._ s:''• :- ,fir TO SPRING LINE 3 MRL HARCO HORIZONTALLY AND Oft MOREL THAN 10 INCHES EQUIVALENT 0 i r MIN. _. .s.• _ I EQUIVALENT VERTCAL LY �' HAND SHAPE AS PIPE KOR-N-SEAL. A-LOK � �: : ." z 2s NECESSARY AROUND EQUAL MD+ 1Y C : ,=`' `��' �. L '' - `"' 9Ct BEND 120' s �/� - -- PIPE TO PROVIDE - APPROVED bDING `f' _ r• ,' . ... sL:q•. -'--s` j VJ I 6 DRAINAGE �_ •� PRECAST MANHOLE BASE AND ` \ � CAP SEWER LINE FOR ENCASEMENT USE C-900 OR YELOMINE. WER U K FIRST BARRLEL.SECTION CAST MONOLITHIC N MIN. AST1hC4 a PLUG 0 PIPE DEPTH NO LESS THAN MINIMUM B'�LY DIAMF 4, PRECAST MANHOLE BASE AND 10 FEET ON 6i�J TM In$Timm LEW'ALAI" 10#FEY OR GFFAlM ! • a•� 'a `: 8" LQN` + FIR57 BARREL SECTION CAST PIPE PENETRATION CASKET SPRING LINE ~_ •. r .• _• ' MONOLITHIC ASTM-0476 PLACED IN CORE TO ACCEPT PFF_ MIN. t2' COMPACTED 3/4' KOR-N-SEAL. A--LOK OR EQUAL 0 SCREENED ROCK :•�: ~r. . '.i '. �: � er• ' WATER MAIN OR SERVICE LINE q R DLA * �E LIBERIA TEE* .GENERAL NOTES - CONCRETE PIPE MRAL1. s 1. ALL CONCRETE WORK SHALL COMPLY MATH LATEST ELEV61I0H E`- 1. ALL CONCRETE WORK %ALL COMPLY WITH LATEST ��f A 3 FABLE RIVER WAnX W AO-318 5P£C1FI:ATLONS. EMaE RIVER vATER Arm � e EMILE R tM WATER NO AC-313 5P£CJFICADONS. SN$TATION DISTRWt Smu4TLLDI DISTRICT B`�� A SAKTATION DISTRICT 2. MANHOLE TWAIGH SHALL HAVE A MNNMUMI OF .20 j 2. MANHOLE TROUGH SHALL HAVE A MINIMUM OF .20 DROP FROM DnT ANCE THROUGH EXIT. 1AEONfe DETAIL NOTESb ---- DROP FiROM ENTRANCE THROUGH SNOT. A. MALNUNE PIPE WALL WHERE BRANCH IS CONNECTED - - ENCASEMENT ; owL•ll R,�n�tifn o�I R 3 FLOW cHANNeL TO 13 SLiAPED As TO NOT ALLOW STANDARD MANHOLE STANDING T' TO BE SHAPED AS TO NOT ALLOW DROP MANHOLE B. COMPLETE RUTTIER SUMVE CONSISTING OF C-443 SPECWICATIONS _ - - DETAIL STANDING WATER. C. RUBBER SEGMENT V"CH IS MOLDED INTO ALE RUBBER 5LE€W- NWE Da113 31-'00 4. THE MINIMUM LAAMEWA OF MANHOLES SHALL BE 48'I N� DATT�3-1-00 D. RUBBER SEGMENT WHICH IS MOLDED INTO THE RUBBER SLEEVE. NL1NE HAIL]10-17-00 I V AM .[ O 1 J 4. THE MINIMUM DIAMETER OF MANHOLES SHALL BE 4B"; LARGER DIAMETERS ARE REQUUED FOR LARGE DLAUEfER E. SOR-35 PVC OR C1100 (SEE PLANS) HUB-DRIVE INTO RUBBER SLEEVE SEWER SERVICE r,4Pp�1c IJEJAII IIEViSED! 12131/00 ]EVELUP ' LARGER DL41!EWIM ARE REQUIRED FOR LARGE DEAMEU REvmb 12-31°O1 MAINS. (SEE Iii. 31 MANHOLES) Ruma 12-31-•02 F. STAINLESS STEEL BAND CONNECTION , MAINS (SEE CH. 3. MANHOLES) APPROVED FOR Y 2004 S-1 APPROVED FOR YEAR 2004 S�2 APPRL7VED FOR YEAR 2004 S"$ ��Elv - - - COMPANY AVON,COLORADO I _ ARCHI'FHCr OF XKORD p I DISTRICT APPROVED BEODINS` NOTE VALVES SHALL NOT BE INSTALLED BI BAR BITCHES. FLAG ON HYDRANT TO PROPOSED LOCATIONS SHALL TE APPROVED BY THE DISTRICT HYDRANT IS COVERED IN _ •�+ ��`i-- {: � I E 7A�LlT£+LILIPE I PRIOR TO OVSTALLATION! SNOW ;' Y3' :• . ` Denver,Cok ada BOLLq 9REIAIlF1t 4 MN. 90Ffd BREA1(fA 4 MR. POLYP POLVT 1C1(7YP SEE VERTXAL THRUST 1 1A�5 fL R P-JOLNU R !1. INSULATED 10 GAUGE COPPER TRACER MIRE ;,'.a•' L�iASTtC TYY BLACK DETAIL FOR SIZING & .__r DMGN AIL•API "C NO ROCK ALLOWED KQtF1LTIR THAN 0 INCHES SHALL BE INSTALLED IN THE NIA7FR MAIN TRENCH, 1• L�tt�YLIRBED p0[>H-E 4E1�Of�8�lDg 'iQ ��•1� �-� '� � � �- _ SURFACING OUTSIDE THE MAIN LINE VALVE THE DISTANCE r THE TOP I;E OPERATING BOXES AND NEXT TO ALL FIRE HYDRANTS. 'r ° NOZZLE - I fl 5B i HART{HOW-ERTON NUT TO WE 70P OF THE VALVE CC 4]t IS CADW aDS SHALL BE WELDED AT ALL (FACE TO TRAVELED WAY) t 12' ♦ GITEATER THAN 9'. AN EXTENSION S`III WILL BE WATER MAN JONTS AND FITTINGS AND PRO- � � NLW YOM�LIN YORK SEE 5PEC1fTCAT10NS FOR �' REQUIRED ON 'DIE OPERATING NUT. THE TECIED MATH COAL TAR THE CONTRACTOR GUARD VALVE WILL pDTAX oLLSI2u 3Ar PLYWOOD FORMS �aL� � COMPACTION REQU1I�EMENTS � EXTENSION MUST BE SECURED T'0 TLC VALVE SHALL TEST CONDLICTIVITY OF DIE PIPE AND BE LOCATED ON THE f 1. ALL uslnTS sLAll LIE OEM"APPROPMAIELY FOR Tr!£MUM TLEY "- -" 01511tICT ARE TO liE al. FllOi9T 9LIAL1.&off 1kEANOLIT 8R0p06RLS to I VARIES TRENCH BACKIRL OPERATING NUT. TRACER WIRE. TEE OFT: THE MAIN DISTRICT BEAgkf$ ARE Tr BY 1EM DISTIOI:i tmi 10 OOraiTL81CDON TFe!ALSO @LCt11➢F9 TIE ST LCL- .IRAL IINGLNUILIt • TH TO POSSIBIR USE OF P ZtD Q.CA14MM AS MALL i MONROE A N2 kWEU�1GDiEIMS,INC 1 x"' �! MARKING TAPE TO ® 4�0' j` THE YFITTING I INSTALLATION -I"OtNEtEII I 3TL�Hh�LALCLE?Cf"RFC GL vIsl R BE PI ACLU 24 '` T-GOV!R-FLU571 YLllll -�. - - - JEEP TYPE ABOVE PIPE OR BREAKABLE. 2_1/Z. a11.�� per= (GREI71f .ALVE BOX LID ANY PROTRUSION CONNECTION -r �1SH�RBED •`.• SU03 NO OR EO AVALW 7HREAM CAP i -A-6 I;�RC;iPiLiLT15,ttiC E• WIRE SHALL EXIT ABOVE FINISHED GRADE "'- }' •- '.• e, NNOU -cARSaL1 L. 1 nVO.v,co,alL,no s'- NO R= ALLOWED _�' ` PIPE Iy BELOW CONNECTION 4 �' •~ ( DN1OIf LaRA�E ("VII Lsb1C;T�iF1.A '• GREATER THAN 6 INCHES - BEDDING z{ke1: L;ftADE POLYETN ' AIXINF E'dGT.*iiiTiRLtiG,L�IG I sm BELOW MIND UM �-- -- � �� VAII,L RAno PIPE SUBGRADE, STABILIZATION �c_ \ i SEE *-B PLYWOOD FDRNS - MINI" 3J8' SURFACE AREA - - -- 1- -k I - J MATERIAL IF REQUIRED l n : . FOR DUAL \ OR DISTRICT APPRINf.I)EQWVAL.ENT 94 FT ' 1 I � � � �___I I � I �-I ! I I �•----1 I t-A I ID I 1=1 I i x _r •, _ wAl1:R MAUV5 TO 5G' MAX-- � BfINC 10 GAUGE INSULATED 98URIED AT Y-91 COPPER MIRE TO SURFACE -•� M CO 7r- CO AT ALL FIRE HYDRANTS SF3: SPEaFICA VAL r BOX sPDOVE ATInNS AND CDNINECT To LIIUN MARIuNa TAPE Ta IutBauM BLAMNO SURFACE ! {�- ' PRC♦�ECT NliMBE1t: 84253.3_ :Ell 1 ICI 1 I I I-1 I !1 I VALVE LINE TRACER MARE BE PL ICED 24!' AREA � I ` + EN 70NE� WRAP 10 GAUGE ILLSl1!A ` _�'_ ~.`Y` WATER MAIN -+--TRACER RE 12' LAIN. BEDDM PIPE OR ANY �� - --� 1 ! ISSL;E RE�'1SION DATE "•, MARKING TAPE TO BE COPPER WISE OVER VALVE BOX€ ,' 'r MEGALUG ON RAN OF PRO7i8155oN PLACED 24` ABOVE PROVIDE SLACK ON WI ate. t� i= '. HYDRANT SHOE ° • ° I I I I I- LIAtyGTts•1�IWNGT ' i l_= Y.'a �. ° ° a° o o • BOND BREAKER R"aL1ETELYIF}!F, E i LOGAIM_ . • 7 0 o a ° °a BOND (T/V(FRYP) 4 MIL E� PIPE OR lANI - ` ? s }~ _ o 0 0°0 0 0 a c 0°o °° PLASTIC APP{PLA 1 ABD1! TD SPE(>F1CJIDONS I CO�i � ! ~ G a• A r '. j Do LILT 00 MR&W AT 1 '•` - `� COMPACT BACKFILL TO 90%STANDARD -:_ I r s: - _,` � A DWIN OF LORE WAN C' � FOR PERMIT 07.23.04 PROCTOR 10 SURFACE TO SUPPORT ':- - :.. 0 0 0 o e o r ! VALVE BOX w :t �. L o 0 0 0 • r i. Y _ i a- �S�' .f r••o.:].fie.. o ° a I,. BLOCK �3 t ---4'PVC I ._' LOpY�AC IF>1 �`ice ItOgC i� 05/06 CO1tiST DOC 08 i 3.04 _'� - -•��`A d•_ _`.� ^^ate • t.-.�-'s'�:-e o °� o _ -j.-. -�±. AREA� O.0. L'IPE _. t•• :� - f,...� r..T:. - ooL..� o O D° _�.tS. 'r.l-w . •'/!� .�/ t �y.-• . w. �. TUNNEL REV 1 Q4 1 r OA MARriBlO APE _ ... TRENCH 13AClKEILL r._��•�'�-- VALVE BOX BOTTOM HYDRANT DRAIN W11N1 UNDISTURBED PL.AC13 24' '.. 1 ! DO NOT BLOCK FIRE BREAKER ° a _ ` r:: ... BLOCK BEDDING, SEE PLYVLTO! FORMS MLiDNAI 3/ti' R EARTH -3 //p�' 1 4 ¢ CONCRETE TRiRI15T SPECLFlCATIONS BLOCK BASE THRUST LINmLSTUID PRO fi.a OIT 4>t 13El41 1 zolFINAL CQIriST 01.03.05 BASE BLOCK EARTH OR DISTRICT APPROVED EQUIVALENT ` L SEC: ;, I 0 • '` -y' ' t'r r` GATE VALVE GUARD VALVES FOR FIRE HYDRANTS � MINIMUM BEARING SURFACE (S� � ��__ : -H r' ~r r' � : � �� 1 16 A.I�D&NDU M 5 05.16.05 WHIM � COMPACTED BEDDLNM. _ a SHALL BE RESTRAINED WITH 3-8` HYDRANT DRAIN PIT MINIMUM BEARING SURFACE (SF) 201 O 25 MATERIAL s TLS- `A 'a MINIMUM-- ARE 2 FOR T 0 PSI TfRI •'s° MECALUGS 30 T11E wATF3t MAIN. FIRE " 7 CU FT. I`"` :'-` _t;<�.x L s': • + r 10 GAUGE INSULATED `' HYDRANT LATERALS SHALL BE 3-1 2" OR �WASI�D Oc3( FOR 200 ISSf AND LESS �Dg �� °a° �r''� vim= �. .• '� �' COPPER MARE 7O 4~: �:, Y RES�TiNNED WITH IGALUGS / / SIZE 8END9 OF PIPE 11� TLS OR R`yw: t C t.t- r• -`'' -��. BEDDING FOLLOW WATER MAIN -5: (ILIAD VALVE MEGALU(i RESTRAINTS (IF PIPE �p'•F +�:�- TO THE TIM� 1/ 21x1 950 800 TONE - :': 11-1/ ?.2-1/p 4S0 900 4' 1.6 11 4 4 Ike `-" I I �-- �l•,-ls ti' y ARE USED IN CONJUNCTION WITH E7HRLIST BLOCKS, UNLESS 4' 1.3 L3 L5 4 (L4 D• 1.5 11 15.2 11.4 B.0 y� GIIJ B' r91' 1.6 31 Q2 11.4 QO UNDISTURBED `_ v`_ �C `C 'Gc l5' 1.3 �S S tI 9.0 d4 id, L4 4 7 li 27 17.1 12 0 t.3 2'3 SD SD a4 nr j $�. •! H` O •� '� lD' 1.9 S8 4 137 9.7 tY' 3.4 8.7 13.1 24.2 17.1 a'+:r_' . a_ :` :: "`e`'.'w.<•.t'�=:' I i � L! THERE ARE NO ABOVE GROUND OBSTRUCTIONS ALLOWED IN THESE AREAS 'f c :t:=.:e.:• LAOS 1Y 2-7 3.4 1 193 4 ter 5.8 11.i 22J 4LD 29.7 GENERAL_ NOTE 20" 7S 1� 19.1 330 23.8 20' 9.0 17A 35.0 84.8 45.8 P Nei FqL SItE IUD tYtt ��t7ITlMG5,1 210 91 8 36.0 WYE Mill M MO j PIPE SUB-GRADE or 1� 1/4 OUTSIDE DIAMETER MIN. MRNL 8' MLR. 1. VALVE BOX IS 3O BE INSTALLED PLIILIK3L LEVL7.. AM] I:l�l1EItED ON r Nuf r SETTLED-CLEANQUT WITH -COVER t�LI FRONT----10 1'£ET of CLEARANCE 1. MEGALL70 RESTRAILLT9�1ALL BE IISFD 91 CON.11111 0 1 1 0N WITH TLiRVS?IILOacS4 uNLF�L]i�F31i1� - Elff- JUE00 OZONE 2.MWMUM AREA REQUIRED W!1 BE THAT OF AN 8 INCH MAIN a 4' SIDES---7 FEET OF CE.EARAN� 3 ALL 1H1tL15r BLOCKS StWT.BE Pte. THE MENMMUM TL�JE55 fOPJi LIATflLiA! 9tALL BE 3/e ! Amoulf EPlLF RIVER WATER Alp EACH E RIVER VAT"AND PLYWOOD OR DISTRICT APPROVED EQUIVALEIIL MOLE REVILE YA1ER AND SANOTATBy1 DISTRICT EAi9E RIVER WATER DIS SANITATION DISTRICT t BEARRLG AREA GASFD ON SCR.BFARdd•IG PRESSURE OF 2000 LB/SF. 1 SANCIATDDI DfSTRH.T REAR-•--4 FEET OF CLEARANCE SAHiTaTIa1 DISTRICT r ADOW---20 of MANGE FIRE HYDRANT CONCRETE SEWER PIPE BEDDING GATE j BOX SSEMBLY ASSEMBLY THRUST BLOCKS SKID NONE Iwo 3-1-00 SCA[0 NEf E wo 3•-1•-00 � �b NEINE mT+ 3-1-00 NONE DaTF� 3-1-•00 A ry," 12/31/01 REvlsmo 12-31-01 LAST L1£V1SEA I2-31-03 REVnM 12-31--02 I APPROVED FOR YEAR 2004 5-11 AF?ROVED FOR YEAR 2004 W~g APPROVED FOR YEAR 2004 W�$ APPR13VED FOR YEAR Aa�04w+4 All Alm P WATER &I N ... - SEWER - - DETAILS --- I , I€ ENGINEERING INC. ' 015 I EDWARDS BUSINESS GENITM UNIT A9 0 P.Q. BOX 97 s FOWL COLORADO FAX 0163 92B-33L10 • I •970 926-3373 E] 2004 42140 ARCHITECTURE, INC. 84!' 840 t 4 84* 8 96' > 3 S C=3 C=3 C= OD oe I @2 ac-4 OD Co Co Ee ---------- U PAD,2LACED ON VAULT -AS SHOWN IRANSEQUES ON EAD PAD CENTERED ON VAULT VAULT CENTERED ON BASE 0 560 PALCENIEREQ OR AM VAULT CENTEBED ON BASE 4 t W y ............ (4 4 3 U DD V fT 10 7 2 ,@8 N�l _A7 3 N "i L El F_I ............ 1� 01, SLI C%1 (D" Cq VAULT- CENIERED. QN BASE vl`1C X > N 00 5 SECOOR Fl/ THREE PHASE TRANSFORM ER ._.PAD 213ASE & VAULT U 4 _j DOOR DOOR (150 KVA & SMALLER) UMI- 1 35 0 NOTES Scale: 11' S-O* SMI09EAR ON PAD aA 1. TYPICAL TRANSFORMER OUTLINE 9. CONDUIT ENDS SHALL BE SEALED (FEEDER) 5.PUCE VAULT UMI-35L 2- BACK EDGE OF TRANSFORMER OPENING (WITH OR WITHOUT CABLE) ,S&C SWITCH GEAR PAD,BASE & .VAULT: UMI- 3. 3/4- HOLE, TOTAL OF FOUR 10. FOUR KNOCKOUTS 160 X 18' SCALE 10 - S-Ow 0 scale: 10 - X-o* 4. LIFTING HOLES 11. FOR CONSUMERS INSTALLING SECONDARIES, CABLE TAIL NOTES 5. SACKFILL TO BE COMPACTED TO SHALL BE 60* LONG MEASURED FROM TOP OF PAD & GRADE RISER. NQIE5. 95% STANDARD PROCTOR 12. "D 12 COPPER INTO GROUND SYSTEM WITH 1. BACKFILL SHALL BE WELL COMPACTED 9, 00NDUIT(S) INSTALLED THROUGH KNOCKOUTS BOND #2 COPPER INTO GROUND SYSTEM NTH 6. SOIL UNDER BASE TO BE UNDISTURBED OR AM AND NEUTRAL AS REQUIRED. SHALL BE GROUTED IN PLACE. SHALL BE SPACED AT LEAST 1. TYPICAL SWITCHGEAR OUTLINE ROD AND NEUTRAL COMPACTED TO 959E STANDARD PROCTOR 2. SOIL UNDER BASE SHALL BE UNDISTURBED OR LEAST I* FROM ADJACENT CONDUITS, AND SHALL BE 2. LIFTING HANDLES (2) PER VAULT SECTION 9. CONDUIT ENDS TO BE SEALED (NTH 7. SECONDARY CONDUIT PER NEC. MAX OF DESCRIPTION APPROX. WEIGHT H.C: MAA I WELL COMPACTED. CUT OFF 2* - 4' FROM THE INSIDE OF THE VAULT FACE. 3. LIFTING HOLES OR WITHOUT CABLES) (9) 4:' CONDUITS. LOCATIONS TO BE 3. WET SAND SHALL BE COMPACTED AROUND 10. GROUND ROD 4. 8ACKFILL TO BE COMPACTED TO SPECIFIED BY H.C.E.A. PAD - 3400 LBS 40500 GRADE RISERS. TO 959E STANDARD PROCTOR DESCRIPTION APPROX WEIGHT H.C. MA TL & CONDUIT OPEN04GS IN VAULT SHALL BE 4. ALL PIECES (EXCEPT FOR PAD) SHALL BE JOINED APPROX. WEIGHT H.C. mArL # OWNERIDEVIU"LR 5. SOIL UNDER BASE TO BE UNDISTUROM OR PAD - 1750 LOS 40600 GROUTED WITH NON-SHRINK GROUT VAULT - 3500 LBS 40700 WITH A TAR TYPE SEALANT. 5. SIX KNOCKOUTS W X 14w IN EACH PAD 4200 LBS 40420 COMPACTED TO 95X STANDARD PROCTOR 2' VAULT = 3M LBS 40800 j 4-01-50 6. (8) KNOCKOUTS e X Ir PER VAULT SECTION (MIN. OF 2 SECTIONS) BASE - 1100 LBS_ VAULT SECTION. VAIL RESORTS 7. CONDUIT(S) INSTALLED THROUGH KNOCKOUTS 6. LIFTING HOLES IN PAD AND BASE. ;e VAULT SECTION 3000 LOS 408W SHALL BE GROUTED NTH NON-SHRINK GROUT - 3600 LBS 40_2�0:0::� 7. LIFTING HANDLES, (4) PER VAULT SECTION. (MINIMUM OF 3 SECTIONS) DEVELOPMENT BASE 3600 LBS 40200 COMPANY I AVOIN,COLORADO 1 ARCULTHL-COMWRD PAY Denver.Cab MASTER KAM" & DfSf(;N ARCHnMCT HART I HOWERTON N14-W YOM NEW YORK MM-MML ENGNE.Ex MONROE&NEWPELL F-wDiam W< %; AVONCOWRADO MUCH&NdCAL LqLjt�UNGM-MR U-E ELWLNPrm% AVOK COLORADO UVIL ENGLNUER ALPINE F_NGNEFANG.LNr- VJW,COLORADO ,b PROJECT NUM- BER. 84253.3 J� f I I ISSUE REVISION DATE Road Surface or E)dsting Ground 04 CONST DOC Elackfill with Native Moteriad fro FOR PEILMIT 07.23-04 Do not use any Rocks greater than 6' Rood Surface or Existing Ground CONST C 8.13.04 t i ti Backfill with Native Material X -�_A J, y TUNNEL REV 09.10.04 I Do not use an Rocks greater than 6' IFINISH ROAD GRADE t 'X_ 1 16 t 05B FINAL CONST 01.03.05 % HANDHO 'I -_j i - . NTS 16 ADDENDUM 5 05.16.05 BACKFILL WITH APPROVED tL-qj-P OR 31V SCREENED ROCK. SUITAKE ONSITE MATERIAL A:�! 1_4 44 0 V f4 (-1 E PROVIDE 2-FOOT OF 3 E • 3/4- ROADBASE OR 1-4 4� E 31V SCREENED ROCK FINAL GRADE CONTRACTOR TO VERIFY EXISTING,11PROPOSED ELEVAMON OF CULVERT AND LOWER Provide Clay D -SITE OR SCREENED ON T-i-F :X t , . , z S 1-1/2- MINUS MATERIAL at 100' Interva s N/ CONDUIT AS NECESSARY TO AI;HIENE X AS APPROVED BY ENGINEER. CLEARENCE FROM TOP OF CONEUT TO TING 0AW-AT. BOTTOM OF EYJS A, X \WARNING TAPE K SEIE PLANS rOR AGIUAL > P� SIZM N \V Ile , 1� / 00NDtAT NUMBERS AND 9 V, (2) Conduits for 0 Primary Electric X_ //;,�%/�-_,O5ik/IPROPOSED CULVER ELECTRIC (2) 4- CONDUIT Select FIN CATV/PHONE & F.O/ X, Read P)pis Bedding CONDO T X,X W MIN. SEPARATION BETV&-EN X (2) 4 ELEC. CATV/PHONE CONDUITS Section (T.Wlcd) NOTE_ The Gas Line in loyed by others. PROVIDE CLAY CHECK DAMS 0 1W 24' MIN. /2z- 1 x- 16* Minimum The trench may or may not be INTERVALS IN AREAS OF HIGH GROUND WATER. 4* PVC -40 Conduit (Typical) constructed by others. i r _ Supplied By Holy Cross 3' Min. Separation TYPICAL JOINT TRENCR, ,q PROPOSED SHALLOW 16* Minimum GAS TRENCH MANLINE SECTION ALP11 N E SHALLOW I UTILITY CONDUITS Scale: 1* V-6, Scale: r - :e-o" UTILITY P[31MARY ELECTRIC TRENCH CULVERI CROSSING OVER CONDUIT Appro)L Scale: 11' - 1'-W DETAILS I Scale: I" t-O* ENGINEERING INC. T E DF�C' PAD 2Ai V IN_ BASE ARCHMCPME EDWARDS OUSINESS GENTM UMT A9 • P.O. BOX 97 C016 EDWM096 COLORADO 91632 •970 925-3373 • FAX 970 926-3398 • O vorries, see plan Slope See architectural plans for waterproofing Extend drain mot to drainoge mot, protection board and insulation -'-. ��; within 2' of exterior requirements LEGEND N� A, finished grade 0ra'rT Boord -Concrete 2'-0' Min. Clayey barakfill see soils report A 9 To ping Slob % % �A' A ulatp for bockfill recornmendovon:"O'�� -Q- ton Connect roof drainage Boards Rigid Ins Or inoqe Board 162.19 SUBDRAIN 14WAT Concrete foundation wcfl into wall drdinogs board --------- Reinforced i Uncured Neoprene Flashing PERFORATED PIPE CLAY DAM TO FORCE • waterproofing 14ON MIRAFI WATER INTO SOLID PIPE membrane with cap sheet SUBDRAIN SLOPE and protection board .0 AND FLOW DIRECTK)N I L SOLID PIPE Concrete Tunnel Roof HIGH POINT INVOT G 12 Concrete foundation wall -G&75 ON SWDRM • See architectural plans for waterproofing. 0 • Flow SUBDRAIN (PERFORATED a drainage board, protection board and insulation Below grade WON man 41111111111 Ono -------4- requirements i RKW Wit 35 PVC PIPE) E Free draining gravel (see note 15.) -em sir SOUD RIGID SDR 35 PVC PIPE W irafli 140n or equiv. See architectural plans for waterproofing, 91-0 drainage board, protection board and insulation 31e WASHED ROCK o :9 6* perf. Rigid pvc pipe See structural plan for connection requirements Below grade wall 2 Per invert and slope CLAY DAM Shown on plans. Floor slob or feished grade crawl space Scale: I' 2!-0r U WORATED/SoUD PIPE WFERFACM CIAY W REQuiFtED AT ALL PE structural plan for connection C) Elevation of to of footer See structural plans See structural plans for Floor slob or finished grade crawl space it / - >4 Elevation of bottom of footer Elevation of pi?! invert Z Extend 'g'ravel from the pipe to wall *04 See subdrain plans 010A 0 max IS See structural plans for lope (I Elevation of bottom of footer 164 Distance- [bottom of footing inv pipe + V Minimum. 0 VX_ Recine lid Ile below finished FOUNDXMU.... WALL SUBDRAIR, grads A Oil! U Approx. Scale: I = 4'-W Mod grod* SCHEMATIC ROOF DRAIN TUNNEL WALL SUBDRAIN CON NECTI N A 1. IL- 1:� ..r NM 106 ) t 00 1N W renaliii Weeded clemout oWe hub with Ang. See architectural plans for waterproofing. drainage I D&L U •9044 In" inde Threaded dean out plug. board. protection board and insulation requirements To be k"ed Vjdapi!V and for transitions from Roof to Wall A:F) Da W-MG ar Do* VALVE BOX or Erulvaleat ,,°r. ;A_�" U ti Al -V SDR 35 PVC 'S\ SUBDRAIN CLEANOUI -ze V rits SUBDRAINS LOWERED THROUGHOUT TUNNEL AND Ott BUILDINGS. DIFFERENCE BETIACEN FINWED FLOOR 2-1 N 42 OD020" SUILDINGS AND FINISHED GRADE CRAWL SPACE W 41, CHANGED TO 4'-5".5m. VERIFY NTH TRUCTURAL PLANS. JA _15 Or S OKI NX 9 _Iovov--�- k. I 0WNWDF_Vh1DKa OR 35 PVC WYE FLOW e A k ` �' ~- Q' f f :� �„ ``;, VAIL RESORTS A Z-4." �'-N o- DEVELOPMENT I k z 0. FVE V "S fig COMPANY AVON,COLORADO 00, "Jorr J# 00 BUILDINGS 6.7.8 AXUUT11'Cr0FR1MX)1LD Ar SUBDRAIN PLAN .11P i .0 dOp CO20 A J�S' 001wor,CbkwadD %A-STUL PLANNER PROPOSED • 42jr I 'ISO 'A GROUND DESIGN A1kCHnT3LT Aw 1 HART1110WERTON op 4 Slope Varies, see plan _W YORY _FW YORK .0 N 40 IE gala L,4 ErRUMPLAL HNGIINLEA NGL 0 N0.NP0F_&NP_WMJ_U, NEJ_- AVOK WLOLADO Cla,ry bockfill we let 40-ir Sk. 9•A., recommendations ckfill M&M i MX A L I I I Y_�-%L 1.%N,G Rq n E a M-E FMINEFRsi INC 1. 1MW IN Extend drain board to AVON.COWRADO Vr- 71 With in 2' of exteroir [3 4N BUILDINGS 4.5.6 finished grade UVEL&NGLN'hLR ALPINE IWGM'ERDIG�NC > ILD'WMWS,L)DIOLtDo 3 Ac SUBDRAIN PLAN TYPICAL RETAINING WALL 4' 0019 staining wag SUBDRAN 253.3 G� nv-- refer to structural PROJECT NUMBM- 84253.3 details Scale: I W-O' ;l �, r ; Drainage board per architect These details ore for drainage informational 'A THIS D A VING IS N OT FOR STRUCTURAL U,J2 ISSUE RWISIONL DAJTE Q) r purposes only. Refer to structural drawings for-4 d' VARIES 3teel reinforcement an imension& INFORMATION , REFER TO STRUCTURAL PLANS 04 CONST DOC VMIES '7� . ' �_': f r ar I . \ .- Z58 T 0-77.23.04 -- -- FOR PEK\41�- =- s Fit FOR STRUCTURAL INFORMATION Free draining gravel wrapped in mirafi 140n - 2P-OR, Daylight 6" pad. Rigid salt 35 at i% minimum slope 05/06 CONST DOC 08.13.04 FS "'t- 05A TUNNEL REV 09.10.04 V 2- f BUILDINGS 1.2.3 jI SUBDRAIN PLAN 01.03.05 16 ADDENDUM 5 05.16.05 Coll 11 Extend subdraLn free draining gravel (wrapped In Extend subdrain fret draining gravel (wrapped in A10H 140N) to fiMt*d grade crawl space MRAR 140N) to 4' of Wwd under floor Blab.NOTM Pbft� to*46b CM CM AM(M 1. The goatochnical report addresses specific concerns associated with the buk" excavot;^ dowatering, subdrains and bcm*fM. Vapor Barrier floor Slob It Is the contractor's res;minsiblity to adhere to the recormarid4tions of this report. (Koothisin Consulting Dginoer% Ina Sol* per Architect 4' thick dab. A tz and Foundation Investigation PI Lionshood Redevlopment Marriott Property and West ray Lot, Vag Colorado Job Na 02-057 finished gelds Dated July 8th =) . finis Veft with structural plans 2. This plan is for subdralin construction only, refer to structural plans for all foundation Ir formation. 1crawl spa 4" minimum of free space draining 3. •Tunnd su�bdraln Information on this plan was designed from plans received from Via strict engineer on 8-31-2004 f'4.'1'- -I - t--- - gravel CL < Revisions to *Vucturd plans after that date need to be added to this plan. Building Inforr-iolon "a received on 10-28-04 for INdge. 1-5 and an 12-13-04 for Bldg. 5 and 12-18 •04 for Bldg. 7. 01 4, Subdrains need to be Ingtoded behind all wags whether they are shown in this plan oat or not Koachloin Canetultthq Engineers are to approve this subdrain plan prior to construction. L If utility stubs to buildings we below drains - cover utility aWbe with day. OD 7. Coordinate construction on of vubdralhe with plumbing plane, cant act AEI If coofficts exist In areas where subdrain Inverts are lower than ad*wt bottom of footing, the p" and wowed rock we to extaind away at % slope No Trench in 1:1 Max MIRAFI 14ON a I.-I slope to *toy out of footer comprentan zone (see detals). No Trench in 9. Contractor to place 4!' minimum free draining gravel under Q# dabs 1% Pipe Notes: 1:1 Max Slope MRAFI 14ON From Footing t a Draining Gravel 4L Exterior suix1rallin piping to be 6* MR 35 perforated rlgld PM From rooting Free Draining Gravel Fre b. W&Ior subdrain poing to be V SDR 35 perforated 691d PVCL 4" Perf. SOR 35 PVC 0 1 X Win. 40 Perf. SOR 35 PVC 0 1% Min. a. Al gravel to be wrq*W In MfIraff 14ft d. AN subdrain p1ping dopes we at a mkftum of 1.0% unless otherwise noted. e, Into be V minirnum below bottom of floor dab INTERIOR CRAWLL SPACE SUBDRAIN INTERIOR SUBDRAIN GRAPHIC SCAM E Exterior subdrain Invert on north " of tunnel to be a minknum of 1.V Wow finished ftor. Scale: N.T.S. Seats: N.T.S. all other extaroir subdroine to be a minimum of 10 below adjocant finMed fte or crawl spam 30 Is ao 00 0 u or cm a m M ow finished grode of crawl spaca interW Drain Wtem Intericir Drain Notes: OVERALL 111. Drain boaA water proo and instilation par architect 12. it. "Nioir skibdraln hmt to bie a ff&*=M of J1. Drain rva bw$M to t* cit. Wwt Ir de" ard extended 16 grovel *am ain to p" subdroln, wo baseirovent wdlI fttal. I& edoW subdrain A" drainbg grovial to connect to the C kee drainirig gravel under ft-w slob. See Interior drain detall. V below finished grade of crawl spom the 4 of gravel under the slob to hefp focKate drairioge. IN MT ) and elope at 1% num to dralm IN 1* Np - high point In suixirab% 12. Sea general note for deffiltion of "freiii draining graveL' 12. Interior subdrain Invert to be a minimum of I Wh ft. SUBDRA I& 'llree draining graver an this shoet and others In defined as follows: washed minus 1.5 inch aggregate to the m 4 stove and I' below bottom of flow slab and sfope at IN min. to divin. ALFWO low than = passing %a m 2C* sieve. U per gootechnical reporL See gen" note for definition ftm of 'Vreo droWng gravee ��- PLAN I& Due to the length of the buldinge. the depth of the exterior subdrains arebelow (to Via side) of footings. See detaL 17. Tunnel Datum Elevation 10(f-Cr me 8100.00 35 1111 If future units are not constructed a nd south turind wag to backfilleit in" f undation wad subdrain per detaL Some lat"s doloW In indivildud buildings. 19. Provide separate subdroth for boulder "a per boulder wall detoll. Coneect. boulder witil subdralris to bulding/turind rAdroln system, typical for al sit* wds. ENGINEERING INC .1 C017 EDWA%SW CM 0 jP_ 97 OX Ifip I N ID70 ON-3= - FAX 929-&VO NOTED R dw i0 dumb C01k 0=AND CM 1. The eotedunkal SUBDRAIN PLAN REfERE7VCE5 g report addresses specific oartcarns one with the building excavation, dews#eying, subdrahs and badcfgl. It ��nvesstigation responsibility opposed L�ionss hhead the recommendations�Matrr'riott f this report. West Day L Ca;ll tCol Enyin+�Na 02 THIS DRAWING f S NOT FOR STRUCTURAL TME . DATUM �Y �q Property and West Day Lot, Colorado \ F ; Dated July 8th 2002) � � • 2 This pion is far subdrain construction only6 refer to structural plans for as foundation hformatta�. VERIFY FINISHED GRADE OF CRAIM. Tirane! subdrain inEi rmation an this plan was de � plans received from the structural e, hear on B-31-2004 INFORMATION , REFER TO STRUCTURAL PLANS SPACE WITH CIS. AND STRUCTURAL 58 Revisions to structural plans after that date need to be added to this plan. Building hformalon was greceived an 10-28--04 for 5B X SST �dqs. 1-5 and an 12--15-04 for 6 and 12-16-04 for 7. Q - Subdrahe need to be Installed behind as wills whether they a TYPICAL t PRIOR TO CRAWL S PACES a Q. FOR STRUCTURAL INFORMATION _ '�' - FOR "� �A KaechEein Consulting Engineers are to Y shown ;n this pion set or not. PROPOSED 5APpTARY SEWER s 6. It ochl stubs to buildings g � an belay dra ov cover utility b in plan prior to construction. SERWC� OONTRAC70R TO VERIFY 7. Coordinate oonstrucdon subdroine with plumbing plans, ontact AD if day. INVERTS exist. TH SUBDA RAiN. T1fPiCAL �r a 8. In areas where subdrain inverts are lower than adjacent bottom of footkng, tins pipe and ecreanei rods ors to extend away at c ; 99•� a 1:1 slope to stay out of footer compression zone (see detolls� ` - 01.07 9, Contractor to place a minimum Eyes draining gravel under ail slabs 15 IQ Pips Notes; a Extarfar subdrain piping to be 6' SOR 35 perforated rigid PVC. b" Interior subdroin piping to be 4' SDR 35 perforated rigid PVC. �` G As gravel to be wrapped in Mirafl 140% d. As subdrah Piping slopes are at a minimum of 1.0X, unless otherwise noted. FTNISHEI� OOR WILDING 3 � 8107.0 (TU DA O) � �� /� a interior subdrain invert to be 1' minhwm below bottom of floor slab \ PROPOSED I 0 f. Exterior subdrain invert on norms side of tunnel to be a minimum of 1.5 below finished Hoar. • oil other exteroir subdroins to be a minimum of 1' below adjacent finished floor or cra�.4 space. BUS..DINt1, TYPICAL FiP�01.80 01.50 � I i g. Subdrnhs under or odjocant to crawl space to be a mhium of V below finished grade A crowf space. � '� � � � 000 C � \ 11. Drain board, water prno protection board and insulation per architect. � \ cgs finq. 12 Extend gr�aMSI from wall board drain to pipe subdrain, see basement wall detall. VERIFY F'INISHM GRADE OF CRAWL V f / 13. Extend subdrain free draining gravel to co►nect to the 4' free draining grovel under floor alai.. See interior drain detail. SPACE WITH CIViL. AND STRUC � Q�� ' % \ ' � It MA - high Point In subdrain. QI( EER PRIOR mo ooNSTRUC s � I o �\ / /� \ 00.83 Cl) pq 1a free draining grard on this sheet and others is defined as fdlowa: washed minus 1.5 inch aggregate to the no, 4 atsys and TYPICAL FOR ALL CRAWL, SPACES � � _it' / 2 � � �� o - � � t-4 � fees than 37i passing the nor 200 sieve. As per g of the n wd report. (TUNNEL �`/ IHP�01.4 SPACE �'' \` - f ^ 18. Due to the length of the bindings, the depth of the exterior subdrahs are below (to the side) Df footings. See detail. FINISHED FLOOR BUWNG 2 8108,3 TUNNEL D / ' _ _. - > 17. Tunnel Datum E]evatian 100'-0" � 8100 OD ' � � .. PROPO 18. If future units are not constructed and south tunnel was is badcfsled; instal foundation was out-drain per detas. 1• ` / 19. Provide separate subdrain for boulder wags per boulder was detas. Coneect boulder was subdra;ns to bulding/trumd subdra DATVM� ` I �✓� HP�01.28 f +\ MANHOLE OM� o system, typical for as site walls. r„:: / \�S--MH1B V SUBDRAIN 1 Y Q; cal vIR1FY FlNlslim GRADE of CRAWL � ; � °�. � CRAWL TUNNEL \ \ 0062 W PLAN SPACE WITH CIVIL AND STRUCTU PROPOS�6-V BOULDER, l ' SPACE \ o• \ y ENG04M PRIOR To CONISTRUC T1rM 4 REFER TO � � €� � � \ �� _ �( DATUM) \, *+,,.+ �` \ �� ` I TYPICAL. FOR ALL CRAWL. SPACES l � PLANS MID GR�Dll�!(i ThC S 3 1 � HP-0280 00.98 �� If OW-W, r? � �� SEE SHEET S1 , 1 R "" �� m : \ / \ y� . ` {. Z AOS _ \ o BUILDING 1 F NDAT PLAN r_ _ �/ I W � or-;-V6 ,� :02.eo _•_.�-- �- 0234 \ -�`- J,•� � �/ - ' \ \ ,,fig eQs SuBD Tar MANHOLE F•7 f1NISHED FLOOR BUILDING 1 ¢ 8109. (TUNNEL Q } j p.:, �0 58 i DRAW O 1 1 ! \ \ \ \ «` f .� TRATION, E 0 woo PLAN FOR L 1 �{. ADDITIONAL J \ ` \ 'b I r 02'36 3'3 V N, aQ CRAW! *pO,.� COIF 1)Xllfs�` PIIF i MEL IS M �� _ t 1� SPACE �'" STRUCTiON OF '� f---------- HP 6 r� 5 DATU a -- _. 02.24 ''° TALL A SLIBDRid A f 3)�)� 01.5 -A I•P�02.E30 r+1 ,..�+ �s L." -----�� 1 PROPOSED Oa75 , GJ 5Q ` 2 /Q C,o 5 i MANHOLE 14 \ �� 1 ' 3:f per' r�+ -" S-MI S1► J\V k \ '�' i OWV1inlDEVt�oP R � d I . _ � -�^ � '"r �� *°°`."` 02.95 � ,A` °� ,�3f�" � � I E f---_ R„ CRAw1 ,,,,,L * oo.8x ., cap i VAIL RESORTS Sm S 58 SPACE 0234 SP CE ,�+ \ �y-� r CONTRACTOR TO 03.16 ' ) 02.23 «�.+ � 03. 7 \ `.� 1 -� \ PROVIDE SUBDRAIN 56 �-�- � .�. DATUM 1.00 � , .,� _-� 5 / \��dv.2s e `&' � �� 1 DEVELOPLM.ENT 1 �.� .� .� 01.98 \ ot. I FOR ALL. Si11E s� �"" 02.52 �� '�' � `` � / - ti r ��/ WM.LSr TYPICAL^ Vt � .- , t i 01.80 "> �� I COMPANY .. 5B 1 \ cam°'` 1 i --- W r► g '� '�u,-+w"�"' I 01.98 I'ROrpSED WALL. \ �;1 /�{ �/� y� AVON,COLORADO ./� 'iITVM-to-Am , CRAWL w C 0224 ,s,. a D0. f %O ' SEE NOTE fig. + 'a '`- , ARC:UTK-r OF hail 3 a2.13 . Y .r1 �, r� "� SPACE �-.--- �./ � j .�3!'► Soso 00.48 i rj [nV6 'C i 1 , �' 1 1 58 a .,. a Rffpt TO \ p} �p1.3 5 i ROOF DRAIN ;�' ,d '°' f i I 01. ( 1 e C.� V 03.26 ..r s r°°`d" Pl.1w FOR PROPOSE �, -�`yr _� o ark' .i \ I AN �+ B F ADECTIONI MANHOLE �: 14 r ' `� 1• / - I '� 96 i CONNECTIONS S-MH1 *� t r0 00.68 �'� > > ' Denver.Cokwado ` (TUNNEL DAN ., 1 ``� t �Y• _ S Ofd .ZS HP-1.50 ' "7 )0 . � 1 i1�-'L71 Wv P�.1�.�1�:R i 1 � CLEAN OUT r� / I +� 02.01 01.23 t 1 r ! DPSiGN ARC[{1TE(i 1/' 1 TART HOWERTON a 03.3$ � #trt-4 3f•4`7 01.78 -' - _ .I� � N ��3� step r_ a iiP=03.30 � �r E,� / � � h7sW YVRK,�i3:.W YURK 4 M ,� .r .� ~ _--- t� _ ' =02.80 i I 3y p wr ar wr¢ ",r E►v :a 11 �'. ' ` STRL CZ RAI Y-icLV ER �i 1 MONROE&NEWUL�1GLVEEn L-IC '-.J r.`' 02.6 6 �` f 03. to .!3 ELIKTRIcu hNGLNEER L3. 1 j- 5 , owl, e3• AVON,COLOBADO CONTRACTOR TD nx -q _�--� { ffl _ rte' (�o�` ` CAM ENGD ER T� ALPINE$NGINIW.RLNG,LNG PROVIDE SUDDRAIN s T►t - �► FP- .27 ---`` n soM ,�,.., ��e i HPi0. 80 .z�n i3DRAIN CONNECTION. TYP xDwAans car ortAno FOR ALL SITE WALLS. Ct:a' 6� Gar �-- Y St*r6 np -g 3fe) ,� i �, »ot r_ 2.50 , 0 �a� i TYPICAL s, "] l �i of °�` " s`s ya WIC .45 K� o� 1 03.21 TH SLOE aF TUNNE1, REFER TO p5 [E� `- ARCHITECTURAL. PiANS FOR 1 .8 r i� i 0&09 , ` 0 C np '-3 ,�") ;2' `o fIP Os. a5. MECHANICAL � T � 1, �� '�`, � ! 12 PS � PROJECT NUMBER 84253,3 ' 3f4., r �� ' 5 I CONNECTION. t O5. to 0 t �at6 � �-1. !. �� - P REFER TO STORM �� 5B II� 92 #ny'�a f4" `-�" 46 to .74 l PS 3. ISS1;E REVISION DATE SEWiIER PROFILES HPoOl 1.0% 5�p�°y r. '° '� an - ---�- �`� / ` 03.63 -F -•r�ili�� ` PVC 031 S 1, 1` U`65 3, P S lop 54 ►�+ • Qom'° 1 -- "� 01.74 ` as, CONST DoC L ' iHP06. 9 r Ctos'.o') �, 1 psi , FOR PERMIT 07.23.04 tic• x � � --.------ ,� � /..'� 3g - -�� I �' HP- 64 1 '_ ) .64 to 2 4 � --- -� I 05/06 CONSi'DOC 08.13.04 � �� PS a 04:97 ;0 02.81 I i 0271 �a wow f 0204 Phi OOR 1 :n y I Sv TUNNEL REV 09.10.04 polo - ONIECT TO SOLID 6 SDR ors•-- W FIP iEOS � 33', i s MECHANICAL S I AT ALL ORATED rO, DAM �® Q t , \ FOR I 5rTNAL CONST 0!.03.05 -rn �W OONNECT WALT. DRNNA ! 06:39 4 Spit ' sa .�G t?2�t PROPOSED IN 5U 1. Yrt �,, L C P Psi C 16 ADDENDUM 5 OS.Ib.05 MAT TO PfRIME'IER � -40"1 � _ �� + UNDFJt FLOOR � �� I I SYSTEM- EXTEND WALL 05.34 ir, 1� � _ PRUpOSED -> ] g;r. �r YY ' r.rw - to 02.71 CL ROUT, y o ORAWAGE MAT TO OVERLAP I ` SUBORAIN DRAINAGE Ill! sib ' I ----� -�-.- -�--� P� , LEGEND { n- � 05.73 tc i 3i ." ��. `� J � 1.076 04.29 1 i ONE SOM WALL-NO SUBDRAIN t' -k° 1. T 05:51 -� �~ '`rte-*r+-�'r` QS I PIP£ RE ARCH (W FOR DETAIN. 5B f>3"} `rte �� r �-•-� ' ,,`-t 8219 + SUBDRAIN INVERT OF DRAINAGE MAT SHEET A510 nom' ' e.• SUBDRAIN SLOPE I AND FLOW DIRECTION ]V9 W"Jl''I+fie teal ' P5_ t 'l wool r 6 a 1 ` HCH PONT INVERT �' -s �4 ]`�• 1U k, PROPOSEQ FOUNDATION WALL iiP-6875 ON SUBDRAIN r ' SUBDRAIN AROUND EXTERIOR Hp,.05, OF T�IIVNEL, RE7 1 Ar o OF 5A ` BUILDING AND 'TUNNEL. TYPICAL � � SUl3DRAIN (PERFORATE=D CTURAL PLANS'FOR T SUBDRAINS LOWERED THROUGHOUT TUNNEL AND I BUILDINGS. DIFFERENCE BET WEEd FINISHED FLOOR RIGID SDR 35 PVC PIPE ! BUILDINGS AND FINISHED GRADE CRAWL SPACE 5B ` PS 1 i SHORING WALL SUBDRAIN AND FOUNDAl10N CHANGED TO 4'-5". VERIFY YNTH STRUCTURAL PLANS. = SOLID RIGID SDR 3'S PVC PIPE OONNECT WALL. DRAINAGE IMAT 1 ; 5B WALL SUBDRAiN TO BE RUN IN SEPARATE PERIMTER DRAIN SYSTEM- EXTEND �QF' 2 PIPES TO DAYLIGHT WALL °° MAT. '"" TYpICAI BUILDING S SUWRAM.� SHEET A510� COORDINATE TH W,iE � 13 same 5B ain laterals deleted in hdht al busdings" GRAPHIC SCALE s 3 1 2 e SUBDRAIN LPINE � F \ PLAN 1Inch 10 fL ! ENGINEERING INC I C018 , 1634 f soar 97 ! r 870 8Zd-337 FAx 826-3380 • ll. KA NOTM Hebr 10 dweb CM CM ADD CM � HP.1.50 - 1. The te�hn r iflo concerns associated with the building excavot dewaterin sub gains and badcfpL ISUBDRAIN PUN REITRENCEB \ � ,. geo tcd sport addresses spec g ton. 4 THE TUNNEL DATUM ONLY - �� HP 01.50 it is the contractor's responsibility to adhere to the recommendations of this report. (Koechleln Consulting F�ineem Inc. SoAs \ CRAWL ' Geared �\ ' SPACE and Foundation investigation Proposed Ltonshead Redeviopment Marriott Property and West Day Lot. Val Job EVo► 02-057 VERIFY FINISHED (MADE OF CRAWL CfiAWI � A Dated July 8th 2002) SPACE WITH CIVIL AND STRUCTURAL ( ) 2 This plan h for eubdrain oanatructioe► ani refer to structural plans for as foundation Informatics,. Tt1Nld=1. DATUM SPACE 3. Tunnel subdrain information on this plan was �w eel from plans received tram the structural engineer an 8-31-2004 ENGINEER PRIOR TO CONSTRUCTION. 5B Revisions to strucbod plans after that date need to be added to this plan. Building informaion was received un 10-28-04 for TYPICAL FOR ALL CRAWL SPACES �' 8149s. 1-5 and on 12-15-04 for 6 and 12-16-04 for Bldg. 7. PROPOSED SANITARY SEWER ' r o 4 Subdro�s need to be instated Ind of walls whether they are shown in this plan set or not. 3. Koeehiein Consulting Engineers are to approve this subdrain plan prior to construction. r = 10�0 ,,,.r 6. If utility stubs to buldings are below drains - cover utility stubs with day. SERVICE CONTRACI�OR T�0 VERIFY 7, Coordinate construction of subdrains with plumbing lane, contact AEI if conflicts exist. INVERTS AVOID CONFLICTS -. - °'r✓' ~ �� ''" WITH SU TYPICAL 8. in areas where subdrain Inverts ore lower than odjacent bottom of footingi the pipe and screened rode are to extend away at a 1:1 slope to stay out of footer compression zone (see details). \ _ � "We � o [n 9. Contractor to place a minimum free draining gravel under al slabs SUBDRAIN PLAN REFEM14CES \ � 99.68 a _ IM Pipe Notes: 11W TUNNEL. DATUM ONLY � � � � a. Exterior suix coin piping to be 6" SDR 33 perforated rigid PVC. \ `� REFER TO s'°'� b. interior subdroin piping to be a SOR 35 perforated rigid PVC \\ FINISHED FLOOR BUILDING 5 � 8105.8 (TU EL DATUM) �'°� �' DRAIN PLA+i- � ,.� � U a. As gravel to be wrapped In Mirafl 140n. TIONAI �1EL Is P d. Al subdrain piping slopes are at a minimum of 1.07x, unless otherwise noted. \ •� FIP+OD �� , _CONNEC7IONS � CT10N OF 8U G) � O e. Interior subdrobs invert to be Y minlr»um below bottom of floor dab \ f PROPOSED STALL A PER 1�S a L Exterior subdrain invert on north side of tunnel to be a minimum of 1.5 below finished floor, \ ,,�� 99.57 MANN �` 061 other extaroir subdrains to be a minimum of 1` below adjacent finished floor or crawl space. \ \ .30 EL DATUM) ` INSTALL �,a V ; 0 „� DAM AT g. Subdrains under or od jaoent to crawl space to be a miniuns of 1 below finished grade of crawl apom \ 10 55 � PEWORAice ,. X01.50 ' �, It. Drain( board water prooffng, protection board and insulation per architect. \ `� Q 9924 98.55 TO SOU1) 12. Extend gravel from was board drain to pipe subdrain. see basement wag detail. \ �:. � ♦ �< � Q Q 01.35 CONNECTIONS. 13. Extend subdrain free draining gravel to cormect to the a free draining gravel u floor slab. See Interi,r drain detail. 9 *� 14. HP °' high point h subdrain. \ � '" 00.22 ICAL 1S free draining grave on this sheet and others h defined as follows: washed m u 1.5 Inch aggregate to the no. 4 and ion than 3% passing the n0. 200 sieves As per geotechnicd report. 16. Due to the length of the buldin the depth of the exterior subdroins an Belo o the side of footings- See detail. SUEIORAIN PLAN REFERENCES \ � 99.29 g - 9� } g THE TUNNEL DATUM ONLY \ OPI TUNNEL DATUM .42 17. Tunnel Datum Elevation 10(' O' 8100.00 CRA IL If tur ni n cted south tunnel wall Is badcfll Instal was subdr Tetall. � �fu e u td are of conatsv and sd� sin per ' HP-W.30 SPACE - ' +. U 19. Provide separate subdrain far boulder walls per boulder was deter. Consect d subdrains to EwIn.�ingJtunnd su ,` VERIFY FINISHED GRADE OF CRAWL \ PROPOSED CRAWL �{ `� 99.40 c]0 syetern. typical for as alto wale. '" SPACE EN NNEERRTMPRIOORR T�og�NNS�CTTIO . \� E�tINDING, T'�P , SPACE S , .o /o w 1 TYPICAL. FOR ALL�CRAWL SPACES �y r � �� FINISHED FLOOR BUK.DING 4 10&5 ( EL DATUM .�.�`'` SET= X19. �,v) �rC .2 ! "1 \ _ � I l k'iiQP45ED • "� "' � �) 01.56 ` 90. a trr5` ' �+ ur HP• .OD .76 t�k%NHOLE g rr� rx\ HP-OO.00 PROPOSED MANHOLE \ �' ICKFlLLE 1 8104 \ J WI SUBDRAIN a� , 1 `� PROPOSED � + AS PER HP 30 yid. 98.9 ' ti1 r O1 CRAWL fd') G� r�v'`� cam 00.1 ACE � � REFER TO it00F DiZAW '°, � �y� `� � �. ,�dP �. PUN FOR ADDITIONAL 99.58 ,�'r� '� '" f V rry CONNECTIONS � e 6 r 2.60/0 �a, !�rose") �� r 01.07 to 00.5 'EElXNC£S ` Q" ' f'`F ¢ POSSIi�LE CONFLICT. 98.88 r c� ` FiP=00. r r' �• 3� T - - - ` HP+�00.00 9 ` INVERT PRIOR TO 9&78 99.67 `� , k Q ` .. �► bP) , r 4 Q j LADE OF CRAWL a \ ` CONSTRUCTION �je ,o` ♦ r ^) 00.15 kW STRUCTURAL � \ � � Q DATtl011f) � `: ( E]. DATUM) �, � � r r. lkrl G;Qx , s � 1 CONSTRUCTiON. ' / 1'� •�`� 7jtAWL SPACES �' V *; '! ♦ -- 1 .� .� / VAIL RESORTS `�w• '`'a� FIP 99.90�� Q 0: r� t�` .- + w) -o / �` n � '� ,�` 99.08 �, ' `� ��';1 .-� l •r - 31 1 I DEVELOPMENT I o � �- 810 ! •_ � ; �`'� COMPANY AVON,COLORADO J y / � r 1 ► • o1.E39 r i IF T �,�a t o " 2 •�4 / ARu M-T OF RECORD 00. A OF DINQ. •�4 �• 51 031 4; `QZ HP�00.30 r si� �O�! ,�°�� 1 � a x•8103.85 � �{ + �� HP�021 •+99.24 Q 106 3_rr so � A -� '� or, I� Sd� of �Z4 89. 4 �CT 7+0 SOLiDrA' SOR ' � f,RC�IEGFURE i } r�, 5 P• ,,� : 's ` �" cr sa7o ♦ / �, -� 3 l INSTALL cL�►Y 3` d� ', �rr3 IiP .50 O \ `� _eo i1`e -� AT ALL PERF TED 3. Denver,Colorado .4 W75 1 p r r� t , r Lrr3 ro r f r/ 0207 T?0 PIPE es aMI rt.A.�".ER \ ' PROPOSED W �� l_ } 2.00 t k -`r s CTION% TYPI & f SEE NOTE } 1 02.57 , ' 99. �,++' �p �,A ) ` �- Gr0� A-010 PROPOSED W S'cJ8DRAIN fir) � e:.�ARCFUexe"T I /� (\O / • r UNDER FLOOR i I o A o 5B x :ao. ~' 3.4% r - 1 1 G�� I HART HOWERTON ! CRAWL �ap ; a Ot.30 to .29 NEW YORK,NLW YORK I SPACE �'' \` � ` �� °` 9 .43 I �� t i PROP o � � �ror �- G'O -8-Y03.3 ,a• � I MANHOLE rl`'0 99.00 .� 1 _ ,�0 �,� r TUNNEL 9l�DRAIN/ROQF CONN i S[RLUMRAL UNGINUX 00. r_ 0 y 7� ` MONRae&iiEWM-.EQ4GLV-li,M DiC F � r TYPICAL NORTH SIDE 00 \ ` S-MH1$ $ �0 ♦ 01.78 t0 99. y.v $� '+ TO ARCHITECTURAL Avov,COLORADO • voF k r!' � �' 4 .29 .� � � rrv'a Z �A.�rcAr.F7 F1-rRrc.�u.E�iGLV"�Ft 99.81 rr '°¢ f � M-E F-NGLVP.ERS,IK �}•`� ♦ 00.6 v O�OftNET �TIOTMN ', oor' )�pp l , / �I 5 PROPOSED FOUNDATIOir WALL AVO, -X)LOKADo i ,.� C S, 1 + r"L . \ \ TRACTOR TO VERIFY `° ,� a!�' SUBDRAIN AROUND EXTERIOR OF CIVIL 1--NQ,;r.LR l �' .f ��NVERTS PRIOR TO I BUILDING AND TUNNEL-. TYPICAL ALn�r$svcLvxry L•�t QONSTRUCTION I , S LavcARM COLD ADO t �--� 9.9 ` a� j ram- _ I PROJECT DUMBER 84753.3 E G, A•) } � r STEP P KoP 1 � , t t`� rr � \ Q 99 60 to 98.81 +�' a, G� 5 SIJE36 �, Uri' 99 EiP�01.7 , 1` / 98.$4 ' I 2� 1 ISSUE REVISION DATE C 1.39 1) or ` 1 t 0100 TRENCH DRAIN.+` � I I ; 1 SHORING WALL SUBDRAIN AND FOUNDATION ! 04 CONST DOC / J�ICAL PLANS FOR i WALL SUBDRAIN 1�0 13E RUN W SEPARATE I i k .,3 Q �+ -- 01.52 PIPS Tao DAYLIGHT FOR PERMIT 07.23.04 s �-- 7RAA- \ --� g .01 98.61 ;`. 05/06 CONST DOC 08.13.04 F \,�Ijee) 01.5 .62 to .59 to 98.41 vim' ` 1✓ i, ' 5 TUNNEL REV 09.10.04 41 ,1% -v rrrS) > �9 50 $ � /O �- err S• � "I pr3''onpW� <<r;l� � 5 FII�1iL CONST O1.03.05 ' F p '�• 4 1t� O 01.17 ,� i 98t 3 ` TO SI .0007 Z .31� t 13 8103.20 \� , � 1 4�s ,ADDENDUM 5 05.16.05 A {`° > ��- •) N (24') - 80l�2.51 ,�r.:yJ 00 I I V 1 \ 1 + 153 w 01. to -/ Il�llli OUT (24) 8F�92. r� PROPOSED STORM SEWER, TYPICAL p 10do.2{7 V �' �f _ GRAPHIC SCALE , 1 •� , �° 90.96 �� • (°ra` r 1 $ r '��AM7 10 6 1e �0 �0 � SEWER V,�-�3 •8 i r 00.48 CAhNE SUIIDRAIN '.I MANHO TYP 1 5A i inch 10 'ft sirp-- 1 • SUBDRAINS LOWERED THROUGHOUT TUNNE=L AND LEGEND I �✓ o� �/ 1 BUILDINGS. DIFFERENCE BETWEEN FINISHED FLOOR ► 1�� r� . �y, BUILDINGS AND FINISHED GRADE CRAWL SPACE 1 00.88 r! ,�do� Groff_ 0 •�It 1 CHANGED TO 4!-5". VERIFY WITH STRUCTURAL PLANS. 8209 + StJ9DE;AW INVERT k • 00651 1 1 „1.o�c - stBaRAUr SLOPE o 0 5B - AND FLOW DIRECTION I i ,� / G s•) 02 14, Same oIn laterals deleted In individual buMdIn ., 9s• HiGH POINT INVERT / Gr 5 1 IiP�B8.75 ON SUBDRAIN ✓✓✓ • SUBDRAIN (PERFORATE I CONNECT 5UBDRAW TO MlIET. TYPICAL. s REFER TO SHEET CDD7 FOR INLET 71,E RIGSD SDR 33 PVC PIPE) I BUILDINGS -}-' -� -� ,3• THIS DRAWING IS NOT FOR STRUCTURAL - SOLID RIGID SDR 33 PVC PIPE I lwv our (24� eo9Ze6 INFORMATION , 3 495, 6 i S REFER TO STRUCTURAL PLANS P sB �1 O SUBDRAIN CONNECTION. �. PROPOSED SO" FOR STRUCTURAL INFORMATION � LPIN TH SIDE OF TUNNEL. REFER TO P MAI �,� 1I ARCHITECTURAL PLANS FOR DE N' i PLAN 1 '00 ?c �[ i \W1 � ENGINEERING INC , \--,A PS C019 ED ED,%M?ADO*6637" 97 3 O " k- r•r;. P^Wlo CMCMMVCM THIS DRAWING IS NOT FOR R S 1. The geotecf9r W report addresses specific concerns associated with the binding excevatkx% dewatering, subdrains and baddfil. It is the cation Ives responsibility a adhere to the recommendations of this report West Da ehn , Val Colorado radyo er9�� Sole INFORMATION , REFER TO STRUCTURAL PLANS and Foundation investigation Proposed Licnshsad RaderAopment Marriott Property and West Day Lot. Val Cdorodo Job No. OZ-0;57 Dated 002) 2 This July plan Sth is 2 for subdrain construction only, refer to structural plans for al foundation information. FOR STRUCTURAL INFORMATION ,- SB Tunnel subdrain Information an this plan was designed from pions received from the structural engineer an 8-31-2004 t •r,, be r P' Ravistar9e to atruchard plans after that date need to added to this plan, t�ildinq hnfarmaFon was received an 10-28-04 for Bldgs. 1-5 and on 12-13-•04 for Bldg, a and 12-16-04 for 8idg. 7. SUBORAIN PLM REFERENCES PROPOSED WALL. REFER TO * Subdrains need to be installed behind al wags whether they are shown in this plan set or not. THE TUNNEL DATUM ONLY CIVIL DETAILS FOR SUBORAIN ��'•�, ss•irr 5° Kooddein Consulting Engineers are to approve this subdrain plan prior to construction. VERIFY FINISHED WFORMATiON. PROVIDE Y� 6. If utliity stubs to buldings am below drains - cover utility stubs with dal 5B SPACE WITH CIVIL AND OF CRAWL SUBDRAINS FOR ALL WALLS. 7. Coordinate construction of subdrains with plumb" plans. contact AM If conflicts exist. SPACE PRIOR TO CONSTRUCTION, 0 In areas where subdrain inverts are lower than adjacent tom of footing the pipe and screened rock are to extend away at SUBDRAN PLAN RffFRE"IVG£5 PROPOSED SANITARY SEWER TYPII�. FOR ALL O C SPACES a 1:1 slope to stay out of footer compression zone ( k LDS TUNNEL DATUM ONLY SERVE CONTRACTOR TO VERIFY ,, FiP-04.00 9" Contractor to place 4 minimum free draining gravel s 10 Pipe Notes: INVERTS WITH SUABDRAIN, TYPICAL , �� INSTALL CLAY a. Exterior subdratn p>phng to be 6' SDR 35 rigid PVC. VERIFY FINISHED GRADE OF CRAWL \y� � HIP DAM. TYPICAL j VJ b. interior subdrain SPACE WITH CIVIL AND STRUCTURAL 03.37 p hnq to be 4 SDR 3S era rigid PVC. ENGINEER PRIOR TO CONSTRUCTION. i . a Al gravel to be wrapped in Mtrafl 140n. TYPICAL FOR ALL. CRAWL SPACES FINISHED FLOOR BUILDING 8 8109.5 la. ATUM /� V i i d. Al subdraln plpk9q dopes are at a minimum of 1. unless otherwise noted. ( � � a Interior subdrain Invert to be 1' minimum below bo of Roar stab ;,�+ c -�\ 0400 - 1 03.56 3. r \ .`.. r/ E Exterior subdrain invert an north aide of tunnel to b minimum of 1.5 below finished floor, 1 ar other exteroir subdrains to be a minimum of 1' adjacent finished floor or crawl spaca� Q •• \v 03.1T ' i_ �,, \ , s \ Q`� MA PROPOSED �2: O g. Subdr*s under or odjkrcent to crawl space to be a hum of 1 below finished grade of crawl spaces ' 11. Drainage board. water fin . protection board and Inautation architect '' \ \ , S-M1�12 w 12 Extend gravel tram v►� board dr� to pipe subdru in. see t wall detaL PROPOSED SANITARY SEWER r \ �\ \ U. NNEL OA 13 Extend subdral free drain SERVICE, CONTRACTOR TO VERIFY draining gaud to oaruiect to the 4 free Ing gravel under floor dab. See interior drain detafl. PROPOSED 1R� It Hp ee drab point a1' this wise! an others INVERTS D AVOID \ _•�� i �� , �'�\ � \ �'° l WALL. FRI g gr d arw is defined as failo washed minus 1.6 Inch aggregate to the na 4 sieve a d WITH SlIBDRAIN. '� + �,.• v \ CRAWL is Sul ; 0 toss than 37r passing the no, 200 sheva As per geotechnlcai report. C \ *` „\ \ ' WALL DI r ! V J Fal PO 18. Due to the length of the buMga the depth of the exterior subdro are below, (to the Bide) of footings. See dotal. \�a 04:84 � Rt 17. Tunnel Datum Elevation 100'-0' - 8100.00 \ \ \ \ \ 03.79 W 1~ 1$. if future snits are not constructed and south tunnel waN is badafiled. stal foundation wal subdrain per dotal. ; * \\ �, `PROPOSED /I 1,1' \ \ �,.` ,� ( , a \ `\ /► PROVIDE SUBDRAWS FOR separate die win far boulder wags boulder wog dotal. boulder wag subdrains to bug C SITE WALLS, TYPICAL C systarnot�jlp�d far al! site wags. � �g/tunnai subdral� � C��\ �\ i� � BUiLDwG; / ��''��- 03,79 � '-� \ 12 , \ \\ \, � � � ~ � �- \Qa � ►- •� �.�.J , � ,- \ � .\ � � X11 � � � V FINISHED FLOOR BUILDING 7 ; \ HP-4330 ��► 02.82 8108.8 (TUNNEL DATUM) r �y- 04.00 ® , SUBDRAiN PLAN \ *s \ 6 Q� / 64 W W r� THE WMEL DATUM Y ,•. .rte \ �,�' "°''• y1 1 Ii �"' 1 � � � \ '°.. \ ,,� \ \�. ��. - .. � :.IMP-os. 1 G� I � 4 ' \ \ VERIFY FINISHED GRADE OF CRAWL. �� `�`� I�° /�� \ \ / / � � � � � ' '°� \ l°W'\ "ACE \ \ � \ � .,�'.� � 7 \ \ \ � .Y•) 3i�°� SPACE WITH CIVIL AND STRUCTU C s \ '� \ "mo w \ \ PROPO a+ \\ �; � \ a •RO'�13 a ENGINEER PRIOR TO CONSTRUC 1�� -"r -03.30 \ \ CRA \ / // MANN � i C \ ,�` \ ^' \� C \\ � {��' �►� - G TYPICAL FOR ti ", .•�"' �' �L Is TO 5- \ \ �� • W O ALL CRA1I. SPAT SPA �,� 1 P \� ,r F ►di ��- F� ` ® REFER TO ROOF / / '� \ , � i 4278 1 A AS DRAIN PLAN FOR r� ! \ (TUNNEL\ � �" ,� fA"3 ADDITIONAL++' COINNEC /i ce \ l \ \� REFER TO SHEET G FLOOR 6 = 8107. TUNNEL DATUM �''� : � 047 FOR ST�pRM \ WALL. .i � �°° \( < \ \ \ �"" \ ! 02 , \ SEE NO 9. 3�� ,� " HP HP 05.13 ' �"' �"} \ \\ SPACE \ \ 03€.10 ' � ECTFON\ .\ \ \ \ <.,... .R °�,. t�� / G - ") ? : FfP-4015 \ '� \ Ufa''' 023$ u : ;t ,► � fill { t� PROPOSED HP-01. HP-(" M 00.96 �;� MANN �; \ \ \ 1 A\ - 0254 \ \w T4JNNh1 IS 1 \ / \ �� _3 ►31� I OWNEA/D�19.UPI:a TO OF 02.61 _q% d \ 4310 \� \ . \ �' Ak DETAILS \� .\ _ �~-�- \ >" , ��, VAIL RESORTS IG o ' �``°' _ 0271 - \ \ °' \ .,) 2 _,, 03. 6 04.85 I " , x _ - � ° I DEVELOPMENT � 4084 r � \ a „� w•' \ ,,� � � ...-- r � �0 4 I 3 / g __" + •'" \ \ \ .. +, 3`" �t� COMI ANY ! �.\ AVON,COLORADO \ \ \ 5 p "03.91 T' ' -04 OD '� , ha ): o HP-01.50 0072 \ \ � \ � eQ �- , _ c,o I ARL F HP-01.50 / HP-03.10 -(X1 30 cI n r o cc�eD CRAWL / �� ` • HP . 6 � � \ �/ � k/ ,�� 8� r �� { SPACE ' tit\ �o' V y r o"l �` CRAWL 3ATU. SPACE e �„�` wA� �, � � \ s,;€p °'� HP�63 o5.'b `J 'I`'1Yp 1076 k�. ;kor N J • ` ! OTE f 9. .07 yt' i 0 , -..- (kor'' z ? 1 03.67 97 \ 1 s+'' S5. .1292 \ � '► FIB .90 ! Denver.Colorado 1 1 �°' °` +' 5B ♦ \ HPrO 30 CT�IONRAIN TO T e,_ F idti' -124.84 Y�T ` 1 3'1 r { +.��;• + '� ' �3g' °3 1 3.16 N-SEA PIPE , w) 10'x' -� t op t� `.td ! )ASTER PLUM;r�u l -rt ( _� ZQ I �� / .` �po�[ TRATION GA TSr �` (t°`' 03.2A Ski - Q P Q ,�"7 VQ- \ DHSICN vzciil cT `t` races• ycFpoK' " 1•d Q y�pu- - A-3 +s 1 f/ o ' to 03+01 �- W i € HART I HOWERTON I � •€R• ` ` Y °R IfP«01. .• + - /a �''F 1 , INTERIOR SUWIW14 t 31 tip 3 i 3 3IO \4 + _` 34 5 SLAB. MICAL �- 04 6'3 U►t-"to ��r : 3 ° � NEW YOItI�NEW YORK r \ t 0034 t e . ��,�REFER TO SHEET C007 Try ,. - W? HP-04.65 I ' ��"? FOR STORM SEWER ,'9 �� 04 40 �/ yip r :. - ` MON�o NLIwWi��E�u� xs,I.vc + 1 r {t 3 R � fir. / I MA IN 03. 0�_l0 �W -t� `. f AVON,COLA) XDO �•� -� \p ,s ° VAULT. ;�GQ ) •• S-I�H9 + Orr 53P� E� 03.06 REFER TO P �� -o ` ► rf �ro� 111 °� IF 8U� .oy �.5`yip 1 ) �� ' ,•� " `Tor �► giy t uECHnr�ICnt EI�c r�uc�u sNC;Itii:tR j D PER + _,r•� p MECi1AN Et 4 // G corut to r0�15� v�``1 04.20 Avo oLO ino i s!'1 t L CUi r r ` OUT, �-- drain htEs mach W ` .T ALL ,(� �' ".� 1 1 r �� /' cIV¢ E�rc;I�€1:FA -41. \ n ` �1- N + (p I ALPINE 89`GDiEEKNG,LAIC. RATED ` ,per' 135 �f 1 + 03.90 e� 3�a�] / 19 3 € LiD PIPE k d¢ ,� y t• .fo') �NS r - Et► � � *` 5 BDWARUS ca9 otcaDo CT1UNSr 05.10 F Ti01gp� y -� r 3 i ,L ry 0/ °�' ` 0.3.75 1 �� -� ' 1 I �� • 1 r + PRO ECT NUMBER. 84253.3 �. a 810 r 1 p0 ;�`) ,,4 ��\ �-= `r + J , �• r 03.x4 FOUNDATION WALL I t,e 0271 P� vy�aY tt t SUBDRAN AROUND EXTERIOR 3 3 I ISSUE REVISION DATE ! 1 o") �/ BUILDNG AND TUNNEL. s. 04 CONST DOC Of 0100 00 03.65 �. I I .O /Q 9 1 -5� _�ry `� ��`-'•°" . c*) v+►`'J` FOR PERMIT 07.23.04 t � � � t 3� ; �ro"I K� r ; ") •O 01.10 \ 05/06 CONST DOC OS.!3.04 f~ ME CAL PLANS r t ,�� 5 11 N1�FZ REV 09.10.04 �uy'� •� 1 0224 1. .1 F�CONNECT S I"" + °vr�' 1 � _. j HP=04 00 � 1 I I �� ` '� /st �rs�' `` , � � s /./� �_'� rre r r_ 1EI 5 FIM&L CONST 01.03.05 1 0x/.84 �.�+ � � � `� J��p°) � `� •1,` 'f ti f { b r 'r 1 z► �V � � rr t PROPOSED 12 ADDENDUM 1 01.1205 t •� ,p / �''vip.�-t- r MANHO E 3� CONNECT SUBDR/UN TO MET. TYPiCJIL n '� �r S--MH8 16 ADDENDUM 5 05.16.05 `Pw � ' � '� � � �� ' REFER TO SKEET COOT fOR STORM S�° :, , � TUNNEL SLIBDRAIN CON�IECTKIN, ` € r g RIM - 8117.00 I ! ` - �� ,c { 0058 / QO 1� + II / 1' C��Qfib ARCHITECTURAL� PLANS FOR ag11 INV OUT {i8") = 8090.0 ��o") .07 t0 '05 � 1 I 81 04.A'-'yr 2� 29 SUBDRAINS LOWERED TI-IROUGHOUT TUNNEL AND I ! i BUILDINGS. DIFFERENCE BETWEEN FINISHED FLOOR \ I Slto L '• BUILDNG$ AND FINISHED GRADE CRAWL SPACE I � y j � � / ro3_�5 �t�v + 1 CHANGED TO 4'-5'. VERIFY WITH STRUCTURAL PLANS. € r , � � LEGEND 1 3 `,` 2� [8�219 - SUBDRAN INVERT c t ` I l SUBDRAN SLOPE AND FLOW DIRECTION HIGH POINT gVVirRT ; € FiP-6a75 ON N GRAPHIC SCALE RAIN (PERFORATW� ,e e ,e m BUILDINGS .5 s / RIGID SDR 35 PVC PFPE) SHORING WA.LL SUBDRAW AND FOUNDATION lECT TO SOLID �' SDR \ WALT. SUBDFAIN TO BE RUN IN SEPARATE -MAT ALL PERF TEO , � PFPES TO DAYL]GHT SOLED RIGID SDR 35 PVC PIPE*0 PIPE 3 1 inch IN O )iti 6 , 718 i a ECT10NSr TYP � 5B SUBDRAIN ffi � 3 Soros su in laterals deleted h indtvtdud bugdinga 3 PLAN ff ENGINEERING INC f` CO20 @ mwfMkR 8 832909(97 I i !- . 970 925-3373 • FAX 9n--33v0 • \ \ev ` n 8100 A513 -� 02.88 ROOF ENGO ROOF 03.00 [� 02.00 Q .E. or SOR 33 102-001 03.68 0418 8106 0 1 -� =-,., CONNECT DOWNSPOUT TO / V SDR 33 PIPS TYPICAL. 4 ! O 5B 5A n ALL DOWNSPOUTS. SEE ' v 33 PVC �, ., `:� DOWNSPOUT 790 ROOF - DRAW CONNECTION DETAIL A *-♦ CONNECT ROOF DUN Tb 12' F — 04 IS ! 0240 c900 PIPE WITH s'x1z' WYE _-- ia 115 w CONNECT ROOF DRAW TO Ir -- 5A 00 (900 PIPE WMTH 8"1(12' wYE + 0 7/+ 1 9 15.7 o 03.06 58 — = 1� Ali f ; 6 s # 35 PVC �, 't, 8/08 ` 11 0450 ---_ � - 8.55 - F 17.50 1 ! owNERIDEVIa,oPU '. 03.50 + 8. ,3/,,+ 20. 3� -��- � ,, VAIL RESORTS QONTRACTOR TO VERIFY PROPER COVER ON . 811 y 5B ROOF DRAINS, F LESS THAN 2•. NOTIFY ; .� 0 ,',, ! DEVELOPMENT ENGINEER ROOF FOR POSSWLE RE-ROUTING OF + 8. 3 �2 0. 3 !, 12 .� , COMPANY DECK 1 I AVON,COLORADO 1$.80 YY1 g" 8" 0900 STORM DRAW + 09/+ 21 r RE; nncF►:iucr on o i r S \ 1 IN 5a DO NOT PLANT TREES 0 TOP OF 1 81 ROOF DRAIN PIPING— RELOCATE AS 1 p '; REQUIRED �j CONNECT DOWNSPOUT TO ; y .�_l 8 $DR 35 PIPE. TYPICAL \ 1 1 , darner,Colorado + 09/+21 ALL DOW 14SPOUTS SEE ,g 1 ``� !�� 5B N, j DOWNSPOUT TO ROOF - ( �, ' �` 16.78 ! u�sa&•;� CONNECTION DETAIL E 1 j DESIGAI ARCH MA-7 HART HOWERTON NEW YOM NLW YOILK ! �V•O v -- J� i / i 1 511tLC ItiR�1L L:�fGLtiLR Q , _._ 13 uoraeoe a 14�:vV t h _ nva.�,COLORADO j +118-74 1 .03 11 '; 1$ , MUCHAMCALIiLP(.MCALEIG NT•R 2 19.46 _ , ` t AVIDN,cot o�nnaa e�1 ' 8"� t I CIVIL FNGD41MR t W 1 `�`� 1 �P1�E ,rI I ALME F04GI.I.Ex G,LAIC. 1 k ` f HEAT TAPt=;AT�11i t3 I MINIMUM SLOPE � k j v J INSTALL 8' STEEL SI,JEwE11ES TE .~r i *ROUGH WALLS WH . WITH 1?RQ B�FpE j J I' + 1.00X' -- � r DRAWS INTERSECT S TURA + IC NU:vIBER: 84253.3 9 � -L 1• 1918 � ` y lU RE: 19.20 18.96 ^�__• > ISSUE REVISION DATE I 04 CONST DOC ' + 6' SDR 35 5B, 8124 wf FIEAT TAPE t �' FOR PER.'�IIT 07.23.04 �"`� AT WIMUM SLOPE ' 118.716 ETRA7E CONCRE - 05/06 CONST DOC 0$-13.04 t , 4 WI47H 8' PIPE (TYPI ) -� # RE: STRUCTURAL ti , ., r`9 I 5 TUNNEL RJ✓�I 09.10.04 �� ROOF DRAW o WSI I OUTFACE LOCATIONS EXITING FROM THE 1 ,Y FOR ROOF � ME ,t TUNNEL FOR THE NORTHERLY ROOF DRAINS HAVE NOT BEEN PROVIDED TO AEI. WHEN AEI � $ �'��-CONST 01.03.05 i RECEIVES THIS INFORMATION,THOSE OUTFALLS 16 ADDENDUINi 5 05.16.05 �X 1 9 ! 21. - X. WILL BE DESIGNED TO CONNECT INTO THE STORM DRAIN SYSTEM AND WILL BE j i 9 4 copper downspout 1 ] "-`--- -��` y � ; �,• PP circular pipe ILLUSTRATED ON THE STORM DRAINAGE PLAN. I , GRAPHIC SCALE 4' section of 4' pvc: with pvc plug (flat top) Finished grade installed with 3'f hole cut and calked. so s 10 20 40 I 1 ' at Install 1' below finished rude in landscape areas and cover with topsoil ice. ti 4 ► (o •tea` ... r ( in nrr 1 f1D A PVC Plug, below gr "` i inch 10 tL a 1 iandscape yeas. flush in hordscope areas j 4 � �� ROOF DRAIN OVER TUNNEL - - --- - 2x3 rectangular { Scale: N.T.S. r downspout Prefabricated pvc adapter (cap/Plug) for Yx3" Proposed finish grade spouts. downspout LEGEND 6x4 reducer down outs. caulk around down out. , 2.0' of cover minimum Use class 13 road base for pipe 8219 ROOF DRAW INVERT bedding as per culvert deta - -,�y� ;� .;� lot Notes: Install i below finished grade in ? , ,1.071 s ROOF DRAW SLOPE 1. Contractor to verify proper cover on - landscape arena and cover with AND FLOW DIRECTION Roof drain to be laced above g PVC topsoll. Install flush with finished roof drains, if less than 2. notify p � ROOF DRAIN SOLID BLDG. �7 i engineer for possible rerouting of roof �, drainage mat grade in hardscape erase. RIGID SDR 35 PVC PIPE 1 1 2 3 gal Minimum pipe size is 8' SDR 35 ' t _o• t concre�a to t to slab fi' PVC_ I f ' ' pvc at 1% minimum slope. Pie sizes •-insulation p� g Notes: ROOF D R A� N I Pipe A PIN )) 8J�2 awry, see plan. Drainage board 1. Verify downspout size with Architect �B C PLAN See architectural plans for waterproofing, ! Concrete tunnel roof drainage board. protection board and insulation NT5 requirements ROOF DOWNSPOUT CONNE TION ENGINEERING INC EDWARDS ED 6U GE 41 •P&13DX 97 [ $� 6 970 925-3373 • FAX 929-3390 • l / AL. Kif 98.43 '1 • k. � ` • s CONNECT ROOF DRAIN TO I \ \ TR,35,PIPE MATH $'X1 Y WYE CONNECT ROOF DRAIN TO 1Y \ ` � • '`= e' SDR 35 PVC SDR 35 PIPE WITH 8"x12' WYE f . 0258 - 98.54 �: fl1.68 l C A 8106 $- sm 35 Pvc �y/•�/ 1p $' SDR 35 PVC + 7/+ 19 W $' SDR 3S PVC \ T ROOF DRAIN TO 1Y SDR MATH $0X12' WYE 8' SDR 33 PVC r• ✓ �.� CONNECT DOWNSPOUT To W a 60 SDR 35 PIPE. TfPICAL l BEGIN $" SM 35 PVC PIPE M13 00.13 ALL DOWNSPOUTS SEE _ DOWNSPOUT TO ROOF' 99.69 8' SDR 35 ?VC _ 4 1 �� DRAIN CONNECTION DETAIL. 9 4 \ \ R.\ \ h H .. Al 99.90 ` = 116.53 W + 5.8/17.8 $�os CONNECT ROOF DRAW TO 12' �� 8' ,�' � I a SDR 33 PVC SDR 35 PIPE MATH $"X1 Y WYE � r,.N v � . - �== 5B 00.75 •� 8'X8' WYE 00.69 a QQ 36 PVC ,- � + 5.8/17. 8 - - 1$.00 �- �. i W Q e SDR 35 PVC !� CONNECT DRAW 1 Y r SDR 35 PVC . SDR 35 MA 8"xl WYE ` ti a 1 � � ✓ '� �g CONNECT DOWNSPOUT TO V•� �� r SDR 35 PIPE, TYPICAL T 0 06 ALL DOWNSPOUTS. SEE ; r ' r 01.54 DOWNSPOUT TO ROOF DRAW OONNECnON DETAIN. 1 i 1 IN ST ` ` ` `�✓� �" THROU MP 904E ROOF +5. 5/17. 5 �► 1 OWNUiDEMOPE o1.50 r 172 VAIL RESORTS DEVELOPMENT v� `'' ,��. '°�► .¢ y ' ' � COMPANY $' SDR 33 PVC �t ,� t t r 1, AVON,COLORADO 'A WITH HEAT TAPE � �r f- � � 1 � Ntc f-r OF Reco�n ' 02m AT IN MINIMUM 1 08 025a + 5. 5/17. 5 SLOPE (TfPICAL) 11 t , i r lei � 5 CONTRACTOR TO VI�Y OVER ON ooN TOR PROPER c ROOF DRAINS, F LESS THAN 2% NA)TWY -T- ENGINEER FOR POSSIBLE RE—ROUTI 40 OF 1 '� .� i aemer,Colorado ROOF DRAWS DO-NOT PLANT TREES ON TOP OF ti�� & !,t -------ROOF DRAIN PIPING— RELOCATE AS r -. r, $ I DFSIGN ARC.HMU-T ` 2 ; HART�HOWERTON ' 2 t _-- I E �! - � 5 �~ � �.w YEiRK NEW YORK INSTALL. 8'_-STEE1. SLEEVES � � � t �.�. .t � S[RLSCT[."ILaI.�AeG17r��'sR fey`+ nfpj(;i WALLS ROOF <<� ` ? MONROE&\T'Kr9 .FNGnr s USIc 81 Q$ 18.00 DRAWS INTERSECT ( t AVON.COLORADO '�_ atF,ctu�mc ,u Luc"nucAL UNGINEEK +07/+19 p 1 ZZ • �) j nVOK COLORADO 114.2 r ALME ENV INEERLLNG,LtiG vAn,coc:anaDO 1 � r � 115 `•` 1 $�� PRODECi'NUMBER: 84253.3 `. RE. S,T.,R,^UC NA $ ° X 2@ ISSUE REVISION DATE 15.7 1 ` 04 CONST DOC I 1 , ; FOR PERMIT 07.23.04 ; 11 .8 f- 1 .sF: GT i 05/06 CONST DOC 08.13.04 r TUNNEL REV 09.10.04 1 + `� r i 6.55 ' � � � �� !/ _ 5 FINAL CONST 01.03.05 ; N 1♦ I 16 ADDENDUM 5 05.16.05 ds 17.54 IN 162.194 ROOF DRAW INVERT � � 115. � s, t, ;�:'. • _'�., ._ � 1 �` ,1.4X ROOF DRAIN SLOPE 100 I AND F10w DIRECTION c ! I ROOF DRAIN SOLID + c�7-� i �� RIGID SDR 35 PVC PIPE a DECK L - M TU " PIP `W � I i a 1 5B , EL M ♦ 1 L 5 • �� OUTFALL LOCATIONS EXITING FROM THE y TUNNEL FOR THE NORTHERLY ROOF DRAINS HAVE NOT BEEN PROVIDED TO AEI. WHEN AEI RECEIVES THIS INFORMATION THOSE OUTFALLS , WILL BE DESIGNED TO CONNECT INTO THE MPOSED ROOF PENETRATION INLET TO PICK LIP t' JBSURFACE FLOW. EACH INLET TO HAVE ACCESS STORM DRAIN SYSTEM AND WILL BE l 1 1 COVER FOR INSPECnON/CLEANOUT PURPOSES ILLUSTRATED ON THE STORM DRAINAGE PLAN. 1 REFER Tp ARCHITECTS PLANS FOR DETAILS � Q BLDG. 4, 5, 6 ; GRAPHIC SCALE R O O F DRAN / PLAN IN FlLS'i< ) 1 I inch - i4 ft. r ENGINEERING INC � EO- ELAUT LORADO P.Q BOX 87 i o . 870 826-33 F1�X 82d-3380 • a I I� Ift #=•A Q . F 4 . • I A513 i 11 S � ?. $1010 ,. � r � i 0538 " 6' R 35 PVC A513 V 06.50 CONNECT ROOF DRAW TO 12" } 03.80 �O� O CONNECT DOWNSPOUT TO T 7 SDR 35 PIPE WITH 8'X1 Y WYE '. :,', 8' SDR 35 PIPE. TYPICAL its *J 04.00 '' �� DDOOWNOU TO DOWNSPOUTS. OF }4 .i SEE J as A 08 DRAIN CONNECTION DETAIL 811 C CONNECT ROOF DRAIN TO 12 �i \' `:�`: `•, W H c� SDR 35 PIPE WITH 8"XI a WYE ,\ : 98.15 = _ w as 9&22 — s1 - n-%-M + 9. 5/21 . 5 DO NOT PLANT TREES ON TOP OF r�r \, I 02.82 � 4 e � r. � � ., D 68 8114, � � { 04.68 4 �`O W •rl ROOF DRAIN P;PING-- RELOCATE AS , � :\ 1� i REQUIRED ,` 01.41 • � =,�=�`�. -° _M 36 r ] (J� e R V ` v PC 3 yt G J �,, � ,;• , 8 SDR 35 PVC + 9. 5/21 . 5 20 Z .43 — w p F ETRATE 00N DECK � WITH e 19.83 RE: STRUCTURAL III F6R ROOF DRAIN PIPING INSIDE TUNNEL RI MECHANICAL : 8 04.88 I 7 119.35 D288 0 20. _ 04.81 k 1 , \\\ + 8. 8/20. 8 03.73 r` "-�ti � 1 8+. � [ OWNE:R/DilNil .OPL•:R 0288 7 VAIL RESORTS : .. .. 04.46 + 8. 8/20. 8 t 02.1a DEVELOPMENT COMPANY +' I SDR ` AVON, e� QV�C _ col..oRnDo - e' SDR 35 PVC WITH 18.74 {�- 8 3 ~�"� WIC HEAT T ,\J HEAT TAPE AT IX F `. }►PE ARCM-MU OF REWORD MINIMUM SLOPE,. I INSTALL 8" STEEL ° S l A ..1X MINI" � !, t �OOF " L SL E � �t � �SN WTEAR�SEC �(T�ICAL) j + 7 + 19 ` -- �� - , �: 1 1&73 Denver,CAforada s r \ N. 18.89 s��.r S / V �' '\ M15TLA&V:1sA BART HOXVERTON + 7/+ 19 ` - ` THROUGH A Wki NLW Yom N-Lw YORK 00, s 1 48 DRAWS TER T CONTRACTOR TO VERIFY P ON 0�' 5B I I 1 `= 'i s rRL�n R+t �•c��na a ' t '•r ` `,. r•"'` MONROE&�iEATELL&NGLLIIAtS,L4C ROOF DRAINS1 IF LESS S ;� ��. 'i AVON.CO�.OR_�o f ENGI�EFR FOR POSSIBLE RE-ROUTING OE " •�f I • ' T INS -1 / _ _ r:. �nCCxAauc kL ELM-MC.0 sNGD CLLR U1 1&80 1 1 / AVON,COLOR-U)0 '�' ! 1 / i •� / .;,: � _-.Y- � CIVIL ELWEI:1iliR AuDiE ru,46r.�,L LUNG.L iC. V IT,COL-OR:1DO _ 4 1 / � PROjE(T'vU 1dBER 84253.3 116.53 ��LJ— � 1�, --' � � �ice -• .1 81 a _ l - 6 ISSUE REVISION DATE T T i 5 04 CON5T DOC ! 8118 FOR PER-WT 07.23.04 '<'.�•- ► } 05/06 CONST DOC 08.13.04 -- � , , EL REV 09.10.04 PROPOSED ROOF PENETRATION INLET TO PICK UP ��` 1 1 -- ; `�" _ _ _ � � 1 'i• ,�` ,1 SUBSURFACE FLOW. EACH INLET TO HAVE ACCESS 1 3 5 FINAL CONST 01.03.05 COVER FOR INSPECTION/OLEANOUT PURPOSES S REFER TO ARCHITECTS PLANS FOR DETAILS A ADDENDUM 5 05.16.05 i TRA DE ` 'r "� } �� REFER TO SHEET 0007 FOR STORM 8120 6 P RIM - 8116.30 � Xt t 1 F N PIPING .,. It i 'Zg] INV OUT 512 MECH .29 1 , i - .N Z9 8122 L ,•i 116 Z 1 1 ,' 1 E DO NOT PLANT TREES ON TOP OF 1 � ROOF DRAIN PIPING— RELOCATE AS i REQUIRED 8124 $ 8126 5 LEGEND 5� BLDG. 6 7 8 OUTF 1AOCATIONS EXITING FROM THE 6219 ROOF DRAIN INVERT F 1 3• FOR THE NORTHERLY ROOF DRAINS 3 HAVE NOT BEEN PROVIDED TO AEI. WHEN AEI ,.OX ROOF DRAIN SLOPE SCALE ROOF D R A! N 2 ,. RECEIVES THIS INFORMATION, THOSE OUTFALLS AND FLOW DIRECTION GRAPHIC L I WILL BE DESIGNED TO CONNECT INTO THE PLAN ROOF DRAIN SOLID 10 6 10 20 X10 �3 STORM DRAIN SYSTEM AND WILL BE RIGID SDR 35 PVC PIPE 35 23 ILLUSTRATED ON THE STORM DRAINAGE PLAN. _ r ENGINEERING INC enwAadmw " o>t 6is43z WX �� CO2 N 1 inch 10 !t w_ p • 970 526-3373 FAX 928-3390 • FO