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HomeMy WebLinkAboutRitz planning approval plans I''roject 'Y'eam: Clie�zt: Desi�n Architect: Landscape Architecr. Soils Consultan�: Acoustic Consultant: V.f1II. RESORTS 42�40 ARCHITEC"TURE SE GR{�UP KtJEC��LEIN CpNSULTING DEVELOPMEI`�T COIVII'��NY �(�21 18TH Street, Suite 200 231 Church Street ENGINEERS S4NICS, ESD P.O. Bo�959 Denver, Coiorado $0202 B�zrlington,Vermont 05401 12364 West Alameda Parkwap 130%z IJu�ecrest Ave. 137 Benchmark Road Phone: 303.292.3388 Phone: 802.8G2.Q098 Suite 115 Monterey, California 93940 Avon, Colorado 8162Q Fa�. 343.292.3113 Fa.x: 8Q2.865.2440 Lakewaod, Colo�ado $0226 Phane: 831.646.9711 Phone: 970.845.2535 Contact: Robert Fitzgerald Conta.ct: Ch�is Dunn Phone: 303.9$9.1223 Fa�: 831.f�46.9780 Fax: 970.$45.2358 Fa�: 3Q3.989.Q2Q4 Contact:Jim Bara�ta Contact:Jack Hunn Contact: Biil Koechlein Code Consultant; Food Service &Laundry Consuitan� (Fire Alann / Fire Spr�inkler Consultant� RC?LF JEI`�ISEN &ASSQC. ���-NEU�1�ZgRK DESIGN 5460 South Quebec Street, ��57 South Spnzce 5treet Suite 37Q ��n����, eolo�ado 80112 Phone: 303.573.7848 Phone: 3Q3.221.0500 Fax: 3Q3.573.7843 Fax: 3Q3.221.0600 Contact: Steve Rondi.�elli Contact: Sean Ca1lni.n 1Vlana�ement Company: ASSOCI�L�A�C�11tCCt: Surveyor: Civil En�inee�: Srructural En�i.neers: Mechanical/Electricai/ THE RITZ-CARLTON GI.C}VER SMITH BODE, INC. 1'EAI�LAND ALPINE ENGiNEERT.t�G HAYNES W�-L!�.I.EY Plumbin�En�i.neers: RESIDENCES 2140 N.W. 63rd Street CONSULTANTS, INC. 34520 High�wap 6, Unit A-9 ASSOCIA.TES, INC. ABS CUNSULTANTS INC. �i�649�stcc�ood Blvd. Suite 540 1000 Lion's Ridge Loop Edwards Business Center 2Q00 West Sam Houstan Parkway 1530 16th Street, Suite 400 Suite 5Q0 Oklahoma City, Oklahoma 73116 Vaa1, Colorado 81657 Edwards, Colorado 81632 South, Swte 180Q Phone: 303.G23.6200 CJ�Iando, Florida 32821 Phone: 405.848.9549 Phone: 970.476.8644 Pho�e: 970.926.3373 �Iouston, Texas 77042 Fax: 343.623,8435 Phone: 407.206.6217 Fa�: 405.84$.9783 Fax: 970,476.8616 Fax: 970.926.3390 Phone: 723.86$.1591 Contact: Peggy Coleman a Fax: 407.206.6Q31 Contact: Biti Wright Contact:John Fee Contact:�jerinifer Babcock Fa�: 713.868.OQ4G I rif Contact: Brpan Thrush Contact: Larzy Whaley �iCiriit�r �ap s *1'� �rrf � ��; •.a• �� � �� t-t t r ts' � k���l`� : �,. � �� . �' 4 . ��, �� � (y � ` t i wt . . 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PIi11��iMY���� ,7��iI�M��� i rir�srt�tro-�� !�5 a �M �ji.5 j N7Lrj�/ . /Yr���I(�Jilti��.�a�:'�� �� ,��� �'�}'��1' '�.`...����?e7 � �F��`� t��� ! �1 t�!� �-��kl� � � 9 tSiN11fY f1 � , � '�d�� � ���a 3� #�' � '��{f��� ��!' �` '���;�>:�� 'r '�� ��.a 'tif:� - �! � ��� t f,,.��r�`��i �.��J�+ �����c �;���,-�;;�. :.<f%���; f,� l��,� , ..s� y�t'�,��_. 5 r` . „ . � ,y � �, F l.�'J ��.L�'� P. „��r �.} '< i. �L'�7t +�p��,l�, IYl` 9±t''�% � f. �t� �. �,- � � ,{ ;�g t�r ; /s i.fr* 1 t�, .�.�r. _._ .._„1.}'._..JdJ��f•��i.�s.,�..�.�la�: �. Vertical Transportation Consultants: LERCH, BATES &ASS4C. 7899 S. Lincoln Court, Suite 204 Littleton, Colorada 80222 Phone: 720.283.8182 Fa�: 720.283.8284 Contact:Jeff Marsh ,� � !' i � r � Dewaterin� Entitlements: Hpdro�eola�ist: BArI.EY AND PETERS4N JE�:IN WATER CC)NSULTANTS Jehn&Associates 10$ South Frontage Road, Suite 210 1565 Gilpin St�reet 5855 Wadswo�h Bypass Vaii, Colorado 81657 Denver, Colorado 80218 Building A, Suite 100 Phone: 970.476.0092 Phone: 303.321.8335 Arvada, Co 80003 Fax: 97Q.476.0099 Fa,x: 303.323.8346 Phone: 303.423.6036 Contact.�'ay Petersan Conta.ct:Jim Jehn Fa�: 343.467.9438 Contact: Matt Emmens Water Features: Entitlements: STO Design Graup, Inc. BAIJBRAUN ASSQCII�TES, INC. 2500 Redhell Avenue, Suite 110 225 Mai.�Steet, 4pal Building Santa Ana, Ca 92705 Suite G2 Phone: 949.476.8729 Edwards, Colorada 81632 Fa.x: 949.476.5048 Phone: 97Q.926.7575 Contact:Andrew Woods Fax: 97Q.926.7576 Cantact: Tom Braun � � � • • � � : � � I �' * � I � ; `� � �' . � � . � �, � , .� �� ��� � � ' �` 'y��1 , � � •,�`�. � � ` � ,�� . � + n t t �Y�+i"'��i_¢ � .. a� jt{{k�l����l f�f��t���ttt{ � ` �i` � �� .�.�����f Ut�!�`' ��(�{ f ,a, E�����( � stJI c t[f�`s`t�.' �,: M1 . ��� y,y� �'41t:{r J1i��t�t��� , ��" '� r`£ j�I(�Fi �� � � �1 �.-��6' Et � �t � .��� �t t yf j/�' (li�i�f�i� �� �r IL; r .� '� _• 1�` �({`���• � �:i' ��rr����'f� � �4 �� j(�+;:'����i��i��;4� i r j}2 ( r '�' �s l.� �`:1�• 'r r��r vi� rr ��s�.tr�! .�r.��it �I. �1 r 'a ��f���p�, ����t�'f��` � �j;�t�-��.j��1`�` � ,.;. � ..� � ��;.r �r�;,rr c. j� y ji`s` � �Ft� k� ����J��a:�i��i''`•� � `t t�S}�tl�fif'k�iejy�it��,� rt��.��.ti((��` 7+�e.�,�' �E ,�� .�,�., tt I� ��' 1' -i ,: =` ��:�'�{�gt til� _., '��C ,. 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'�����t��ztx���r � l,>,�,#���� M�tiM(�.. �-����,,.. g (Su{ � � � i F�{ { F i �E� �� �� i � � i � �3�..uss� u � ?��� r � ti �* �� w�� `'9°.�3��-�r�, �:��� ' ����� ,� I u.1, �'/a1�iT'� �w��. : �r � .�� ', s , �, . ,, � ' {�, �st F�� �`.�: ''�r---�:: , �ai���'��l'tl:���_��t�lii�3�� � '��.� L, � ,_` +�,Yy ���� � t�r .��1,����������u�, ��� r� t � ��a��t������E�� �ss�� °l��i �t I�t�(��'t r . � �1 . !°�.�.._ �Y� i ' # ' / ' � � � --- " _ r s i! i �� : � i • 1 � - Jltt� �f'Vf:�ti�Ji:ilE'�ll.t: SD001 EXISTING CONDlTIONS SDC142 EASEMENT MAP SD003 SUN SHADE ANA�YSIS — DECEMBER 21 SD004 SUN SHADE ANALYSIS — MARCH SEPT� 21 G400A COVER SHEET GOOOB TOWN QF VAiL CONSTRUCTION NOTES C003 DEMaLITION PLAN COQ2 SCHEMATIC GRADING & DRAlNAGE P[.AN C003 SCHEMATiC UTILiTY PLAN CC}04 HARDSGAPE DETAILS C0�5 SITE & UTILI�[Y DETAILS 1..�{,11C�.�C�,pE': Lt�-100 LANDSCAPE PLAN .�C�k#e�tl:�r�'. A098 LOWER LEVEL GAF2AGE FL40R PlAN A099 UPPER LEVEL GARAGE FLQ4R PLAN A100 GARDEN LEVEL FLOOR PLAN A141 FIRST LEVE� FLOOR PLAN A9 02 SECOND LEVEL FL04R PLAN A1�3 TNIRD LEVEL F1.00R P�AN A104 F4URTH LEVEL FLOOR PLAN A145 FiFfH LEVEL FLOOR PLAN A106 SlXTH l.EVEL F�OOR P�AN A107 HEiGHT LIMIT BASE MAP 8c ROOF PLAN A241 NQRTH E�EVATI4N EAST ELEVATION FOR REFERENCE t?N�Y A202 SOUTH ELEVATION WEST ELEVATION FOR REFERENCE ONLY A203 COMPARATIVE ELEVATION STUDY — NORTH ELEVATION A204 COMPARAT(VE ELEVATION STUDY — SOUTH E�EVATfON A205 COMPARATIVE ELEVATION STUDY — WEST ELEVATlON EAST WlNG A206 GOMPARATIVE ELEVATION STUDY — EAST E�EVATION A211 ENLARGED ELEVATIONS A212 ENtARGED ELEVATIONS A213 ENIARGE� ELEVATIONS A214 ENLARGED E�EVATI4NS A215 ENIARGED ELEVATIONS A216 ENIARGED E�EVATI�NS A217 ENIARGED ELEVATIONS A218 ENLARGED ELEVATI4NS A219 ENlARGED ELEVATIONS A220 ENLARGED ELEVATIONS A301 BUILDING SECTIONS F�ur- F J' , � , ,:y Q''.� ..%` , ?, �t ,l, y.�a :t. �� ( .�'�:? r � •� �{ ' ' } + ,�< <i�rh'f�r���+"��rt �t+�r � "�'v !, � ,+ A..tT.r5 a ,.f+�,�� • :`7 � �. � Y' � ' � r� � '�'��% � l�i t �.+ k :;Y 'A ".�,l�i� ''` : - �,�'"�'' � � �: ��� � r. ���� �:f % .�' ��'�� � A /,� :.r ;f'<' ��� rf, f . ��J ..�� � ��� ... y' i' :�` � �t a'rf � y .�'.� ��i � �.,f���F' r t�.�' 7 �� �f� ��.�,r �� +:1�iF � ��, i � ,�:. 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APPRC}xIMATE ��JO YEAR �;t � �`� � � �.� � � � � �i..ai�� i��lai� `` � �:;; .�.�''" , � f%\�� «� � % i ��S t � �� i .�. .� .,m .rtrs'':..,�1N:�. -_sif ', � . w 2 PRQJEGi BENCHMA}�K: NARN CONTR4L POiNT "SPRADISLEn, ELEVATlQN = 8287.82' (NAVC� �8). . �:,•�:- r:�:� 3 PEAK tAt�€� SURVEYiNG, INC. RELlED ON LAND SUEZ�EY PLA75 DATEO FEBRUARY Tt7 Jt2NE :� {)� 20C12 BY PEAt� LAI+lQ StIRVEYtNG, INC. FOR 1'1-!E BC3U�lDARlES AND PR£3PERi'Y LINES �:osr.; GRAP'�IIC SCALE s�row� r����or�. 2�7 0 tfl 20 4fl 4 {7tMEN510NS SHOWN [10t�,00'] ARE PLATTEt3 t31MEN�lC?�iS, ALL Oi'HERS 5HOWN ARE AS lviEASURED. 5 A�.l. t1T1L.tTiES SHOWN HERE(JN .WERE FiELt} LOCATED BY THEIR RESPECTEVE CC?MPANfES> Ii�I� ( IN FEET } PEAK LAND SUR1lEY{NG, iNC. ASSUMES NU RESPONSIBEL.tiY Ft7R THE ACCURACY CtF TNE LOCATI{7N5 SHQWN C}�' F'OR AOa1TlONAL UTtLlTiES iVt}T SHQWN. Al,t, 4JTILlTY L{.7CATIpN5 3 i11ch = 20 fi. SHC7U�D SE F'SE�D VERiFlED PRt{�f2 Tfl CflN�TRUCTION. � PEAK LANC} SURVEYit�G> IhlC. f}1D Nt}i' PEt��'ORM A TITLE SEARCH E7F' THE SUBJEC7 PRt�PERiY iQ £STA$LiSH OWNERSNIP, EASEMENTS OR RfGHiS-C?�`-WAY OF REC�RD, NO i1TLE FOLiCY M.�'J'11��T.1I�..�'N�"' .�.,�+GE.ND c�� cor�n��-r��r�r w�s ��ov���� -rc� �s-raeusH -rx� Ex►s-�r�c� �r�E��o�. Q F�UND No_ 5 REBAR WCTH A�UMINUM CAP, L.S. Ncs. 33655 i N47lCE: ACCORC}!NG TO CflLORA�L} �AW YC?U MUS7 C{}MMENCE ANY LEGAi. ACT#ON BASEC7 UPON ANY p FOUNd No. 5 REBAR W4TM A�UMiNUM CAP, �.5. No. 27598 DEFECT IN TH1S SURVEY W!'fNtN `fFlREE YEARS AFTER YOU F1RST DISCOVER SUCN DEFEGT. !I� Nt? 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No. 908760� �y�c ��s��t�r�r at�� s�saR�� .:�:.:_:,:_. ��:.:.:.:.:.�� �,,,,.. a�,aEraac� ��s�n��Nr �.-.�..-. �.�.�.�.�.�:�:�:���:1 .,..�-- (RECEFi'ION No. 908?60� -- w-�:_:.��•. ��•����'���������;-;�;� --°' ��.�.�... ---.�:.�: ' . .�,:,,;'.�....,,,„�� E75 ,��tt � �, .,.✓"". �•'-'•..'•..._ ..:.,.•'•...•.•.•.•.-.•.•.•... • �� sss .... ...............''.�„`3'.'.'.�.'.'.':':.--•.'.`� u'. f�,,,,,, ''�r . . . ... . .`'*�,,.,.,,..'""°�...._. f � / .-.�:�:�.�. ��:�:�:�:�:�:�:�:':•:�:-:�:-:�:•:�:�;�:�:-:�:�:�:�:�:�:�.�:�:-:�:�:�:�:�:�..i! ���' rt'�r •• . - ; � �'.'.'.'•' ..'.'.'.'.'.�.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.�.'.'.'.�.'.�.'.�..'.'.'-'�� . �.... ...........................�.......�,�.�.�. �ti ..... ............................. .......�. j , . .... ...... ................ ............... • ' ' .l; �...:.....' ..... ...:.: .....: .......,1..7'.� ....:...:. ,1��� �s �..'.'Y "'.'.".".'.'.'.".".'.'...'...''''.'.'.'... .��•��' � ...." ...... .... 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' �8 y � �� Y . 5 �- ��' � °-''. � � �O � ��-� 69 ��_�`.�-y�✓��� � �,,.- r �'' ,12g�' � 9� ..- • ���i � �� �''��s / '""i�+" �..� ' �y-j�k � � o �. �����j�, � ��. w�sTZ�si a,c��►�st�r� ����J� � � ,\�jj � �� \`d � r � . � �'�-�, o�z� ,,.--�- � � �i �� `� `� � °�. ��s � �.l s,.-� ..�— � �--� —� � ,.--- � ��'�� �.-���1���',� _ p � PRpPt}SED 1171l.iTY, AND DRAINAGE EASEMENT `���� . .�,+►�'`���1 E}{iSTiNG �.t7TS 2 AND 3 �RAfIVAGE EASEMENT {��cE��ror� H�. sc�saso� . • � �� 0' ''� �,'"'.'.� . � �J���{�i�'���� -� �.��-$ ' �23 •,,,�•"° -� � `� 3�-�6' �C�.��� ���'������ • : » t FQllND GNISE�E[7 "-F'" ,�p ��,Y��<< No ' REPLACED WITH BRASS 7AG �r�,,,,.. .---" „ „ � � �.�. hlo» 27598 ' ...---' FOlJND CHISE�ED + �� �oNC��� �,� �`'`�. � -��„ �„ .�--- R£PLACED WITH $RASS TAG �.5. Nts. 2759$ x� �`` ` ° -� 7�°2�����j� � ...�-- -�" �� ��+�T B t� � �`""`d.,�}' � �j --'"" {va�t/iit�r�sH�a�. ��R� Flu�tc) °°° --..�....-�%'` } �. ---- _�--'' �. �_ � ...,--- s , 1` "'.,^^". . 1 ,.-�""' -."'r� � �� `,� ik'i � ; rt r \ a t � j; �. ,. � _..,:;i �..., ,..,".. , .;.. � . PEAK �AND Ct3NSULTANTS, 1NC. PEAK LAND StIRVE`(ING, I�1�. 970-47&-$644 FAX 970-476-86i6 � �oaa uoN'S RIDGE IODP VAit, CO 81657 � Ft}UND No. 5 FZEBAf2 ����'��g'Z'} ./ � WITf�i ALUMINUM CAP .�g' ���{ �� 1'�� / L.S. No. 26626 titt�- �,}'��� �ts " �.- N14'S7'08"W - 1.77� ��G��'�� / FROM LOT CORNER �, r..- / ' ...'''� �`�7UNC} Ncs. 5 REBAR '� WlTN Al.Ui4ttNUM CAF b. 'f �..5. ttto. 26628 �,,,. '`� N1?'37'56'rW - i.85' r,,. FR�M LC3T CORNER -' r �,., br�i✓�` M� . � . � , a'��� -=' , � EXiSTlNG RE�REATt01�t � . . PRTH EASEMENT -''^� (R�c��r�a►v �vo. sas��c�y ��� �„ ..�-�- ° �'• ._-- 7�.�� ,�.- a � �.--- ������ � ���s� �" '� _.---' CJ����� � � ..----' s .�---. r ..--.- s � � '� . - o --' � � � � � �--.' f---' i � � � i # i t •! -—�_�- i 0 .: - I. i . - -� +�a -r � � . i' a� ` CJL��Ni:it/I)�:VE:1.OPF:lt. Y��� �����.�J I�E��L�I�I��N'T ����� �.VC7I�t,CC3]..t?KALiC� nf''.5T�.7�I�R'�,I��Y�''',E..l� ,/ ,/ �.,; Denver, Calarado ASSf7CTATi::A�tCHIT�:CT j �r�c�vv�:�.sNrr�r�r�on�:,�rrc. � at�e�n�zo�n ci�,at�r�nrta�tn � c:�vrL�r�c�r.���. � AI..TaIi`J'�ENCiINEERII`�TCr,I1�IC. C Vt�tl.,,CO1.E}1tAd�0 I.fAI�3i;SCA�':E:A�2�HIT.E:CT S F UR.UUP i i3URT TNU"t'C)l'�I,VFR7vtUN!' � j S'1`RC:t'.'!"UItAT ENtrIi�TEETi ; �i�Y.i�i��:S tK�#-IA1;F.Y/�SSt�G?ATF�.S, j TN�. j ITE)L;STt?I�,T,EXAS � MF�.C�T�,MCIiI.,g:1;E:Ci"ttTCIt7. ; PLUNIF3IN��EN�riNEER '; A73S C:43NSIJI:TANTS FNt:. I3��.NVE:�{.,Ct?T.,O�i.t�i�t7 Pt�.4J�E:Ci"I�ttl:Ml3F�:it: 2U��1.UU Z�S.'SLE REVF4�C?I� DA"lE '!"UV Stibs3aitta1 NU.Q1 •{�7.25.03 Tt"�V Stibss�jttai 3�'0.U3-11.2€�.Ua ToV SUBMITTAL 04 11.I0.06 ftt�1 SI�PHA,.4E t77.12:b5 SU�3MiTTA1, :�::,�r- t4�R�C :� �:,��; 1� � f 1' # ♦ a: "t,: ��� � �.�� �; � _ 11�� � �R: � �����[��, � _ i : -� �� �r t ��I�'�I�� �I�'� ��� � � :� � r � � r � � � �, ; - � . . • � . � � zo�a� ����c� A�c�t�r�cru��, {r�c. !, � � ♦ . ♦ � ' ,� �w • a. . . w � �a" � w `. OWl`3ER j7JEVEi,(�PER . r � s �' ! � � � ' ! • #' ' i� DESIGN r1RCHITECI' � � � . Denver, Colorada ASS(JCIATE AR.CHITE�T G�OVER SMITH�OI3E,mTC. o�.�ar�.c��,o�.�:a� c:�va.�z���� ALP�titE ES�GINF�ERING,TN'C. VAiL,COLORAD�C� LAATDSCAPE ARCK{TECT S E GRtJUP BUItLII�TGTt��i,VERit2t�NT S'I'RUCi'tJR13.L ENGII�EER. HA�'NES Wf-iALEY ASSOC�tl.TE5, I�*iC. HOUSTC7N,T.E�YAS MEC��!�Nf CAL ELECTR.iCAL PLUMBING ENG7NEER. AB�CtJi�SULTANTS iNC. 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M ,s,. .ri 'i r� ��'� ti :., "i „ Y 5� �' � Si �.�.. �.b:. � �, �• � •p :.5, d ''� 5^ <kr vL}F. �. �.4 5 $`/� �x $ � � � j��L � }s G' �.f. ��'... ,� ..,� " � ";3 � � S rt• .� :2* / � ..� rv" �� ��' }, � � �.' t � � �� : �w �� . i � � s ,f'.r� r ,., "7 � � � �� � � f . � ry� r F� �� r � ti���� ��4 �s - � x� � �' ���. ��_ � r '€"., i r`�'."5. � -�� '� "'t}4' '� •. x^��Xr 4 s�:e>, �s�-7.� v Y�°sp��'�C .c,�rk`� .7��f^.� . ��r.0 , x� �.�.��� �°�... � s ` r r :r� ■ � � �, � � � ;� � �p:c�L � �... a2.✓-"�r'"�.�'�. .��:"r���`.'���':'d z.. 14 I i� � 1 n;�-u�{ ; x �,ec t ��1 u `� "`� � � � � � t� J^ 4 F 5 t txi :. .b�'.�.y°..'. . .�.w.. . ,. ,,.. � . _ .. �► � �: , * � '� , " ' ! ' ! 1 �:,Y`f. ^°�M. i�r 5r � I ..�4+: II ���„`,.��^ I� d ��� �cj 20C�5 42�40 ARCNITECTURE, lNC. � ! rt • . ` w� . ;. . � i • � • �� , � �s . a s � s �` � � � • • ! •' ' �! D�sz�zv�c��cT Denver, Cotorado AS54CSATE ARCHI'FECT GLt�VEIZ SMITH BODE,INC. t�KI.A.HUMfl CITi',C}I�i..A�-IUIvIA CIVIL ENGST!JEER AI.PTNE ENGI�xEERT�iG,7h�C. VAiL,CC�LC)RAI)C7 7 ANDSCAPE ARCH�'I'ECT S E GRflUP , BURLINGT4�7,VERMCiNT S�'RUCTURAI.;EI�iGS NEER I�AY.NES��E�.ALEY ASSt7CiA 'I`ES '�'y�,7('� � 1J.V t.r. HC?USTUN,'I'��5 lYe.�.C.CJ�1LYll�n F.t•,�.i.:,�Ll�.l.is� PLUMBIl`•iG ENGINEER �as cozvsuz,�c.�rs z�e. DEI�NER,CC}Lt�12AI)t� ts� �# i � `� f� ISSUE iZEVISIt3N PATE i s � � �s • L 1 1 i i s : t 1 1 ! s : / M i ! 1 PAO xonm 7nise xoxvs t"i?�Vd�jtlt 151��1� ♦ � . � . , � � � � 'I'� � . � _ � GE�1 ER A� 1� OiES 1. Any shallaw utility canduit not supplied by the respective utility company shall be Schedule 40 unfess noted otherwise. 2. Replacementfrepair of existing hardscape or landscape features disturbed during the reiocation of utilities shalf be coordinated with Ross Baron, VRDC. 3, Any slab fiop vaults installed under future snawmelt areas shall have a minimum of 1' from top of vault to rim elevatian to accommodate the snawmelt system. 4. Afi 90' vertical bends in shallow utility conduits shail have a 3' minimum radius and all 90' harizontal bends sh�all have an 5' minimum radius, unless specified otherwise. 5. Refer to the Soils Reparts prepared by Koechfein Consulting Engineers, lnc., dated 12-28-1998 and 7-8-2002 for compaction requirements and recommendations. Ail trenches shall be backfilled and compacted to 95% Standard Proctor or 90� Modified Proctar with moisture content within 2% of optimum. Backfi(I material shali be free of topsail, organic material, frazen materiai and al1 non-structural material. If trench backfill and compaction requirements far different entities or agencies canflict, the more restrictive requirements shall be used. 6. When mu(tiple conduits are placed in the same trench, Contrc�ctor to provide minimum 12" separation between GATV/Telephonefgas lines or conduits and Electric conduits. 7. Select fill denotes native material with no rocks larger than 2" in diameter and approved by the Engineer. If no select fill exists an site, Gontractor to use 3f4" road base. 8. Provide 2' of select back fill above conduits and lay warning tape as required by the Utility Companies and the Tawn af VQiI. 9. Compaction and materials testing will be required. 10. It is the Contractor's responsibility ta coordinate construction with ail shailow utility companies and to have all work done by the Contractor approved and accepted by each respective shallow utility campany. 11. The Contractor shall install all conduits, vaults, pads, pull baxes and puli strings. The utility lines are to be installed by the respective utility companies. 12. The Contractor shall instaii conduits for the electric, phone and cable TV lines as shown an the plans. Trenching and installation of the gas lines shall be coordinated with and completed by Xcel Energy. 13, Ali work shall camply ta the individual 5haliow Utility Companies rules and regulations. 14. The Contractor shall repair and/or replace any existing underdrains, culverts or existing utilities disturbed by construction, and that are intended to remain, ta the satisfaction of the Engineer and fihe respective utility company of the damaged utility. 15. The Contractor shall install pull strings in af! conduits. 16. The Contractor is warned that conflicts with existing utilities may exist, including shallow utilities, culverts, subdrains, roof drains, irrigation lines, water and sewer lines> street light electric service lines> etc. Priar to beginning any construction, the Contractar shall contact ali appropriate utility companies for line locations. He shall then lacate alf utilities {including depth). Any conflicts with the proposed construction shall be brought to the attention of the Engineer so that minor line or grade �hanges can be made to eliminate any conflicts with these existing utilities. All existing utilities shall be protected from damage by the Contractor at no eXpense to the 4wner. 17. Gantractor shall obtain at his expense all permits and inspectians which are necessary to perform the praposed work. 18. Ali construction shall conform to municipal ar district standard� and specifications and be subject ta construction observation by their representatives. Copies of municipal and district standards must be obtained by the Contractar. 19. Cantractor shall not scale drawings for construction purposes, Any missing dimensians or discrepancies in pians, field staking, ar physical fieatures shail be brought to the attentian of the Engineer. If Contractor proceeds with the wark without notifying the Engineer, he does so ot his own risk. 20. Observations of the wark in progress and on site visits are not to be construed as a guarantee or warranty by the Engineer af the Cantractar's contractual responsibilities. 2�. The Owner will pravide certain construction staking. The Contractor is advised that this may not be af( of the stakes he wiil need. Additional staking will be at the Contractor's expense. 22. Safety is the responsibility of the Contractor. The Engineer is not responsible for safety in, on, or about the project site, nor far compliance by the appropriate party with any regulations relating hereta. 23. The Cantractor shall provide all lights, signs, barricades, flagmen, or other devices necessary ta provide for public safety in accardance with the current Manual on Un'rform Traffic Control Devices or as required by the Town of Vail. The Contractor is to provide a Traffic Control Plan ta the Town of Vai! and receive approvc�l of the pian prior to the cammencement of any construction within the road right-of-way. 24. The General Contractor to pratect all trees that are ta be preserved during construction operations. 25. Contractor shall restore and/or replace all disturbed landscaping and sod to a condition equal ta or better than the pre-constructian state and ta the satisfaction of the owner. 26. Portions of the proposed utilities wil{ need ta be staked both horizontally and vertically. Contractar shall coardinate with engineer to determine which utilities will need to be staked. Same utilities will need ta be constructed deeper than norma! to accammodate future proposed grading. 27. The Contractor is respansible to instal( and maintain sediment cantrol measures to insure that sediment-laden water doss not leave the site. Certain sediment contro( details have been shown an the detail sheet. These details may not be all the rneasures necessary to provide adequate sediment and erosion control. Contractor shall pravide ongaing inspectian and maintenance of all sediment controi features. 28. Stabilize all points af ingress and egress with crushed stone to prevent tracking af mud anto public ways. The Contractor shall minirnize all off-site soil tracking. 29, Trenching and installation of the gas lines shall b� caordinated with and campleted by Xcel Energy. Xcel energy wil! provide the materials. 30. CERTAIN MEASURES WILL BE REQUIRED TO PRQTECT UTILITIES INSTA��ED AS PART 4F' THIS PROJECT FROM DIFFERENTIAL SETTLEMENT THAT WILL OCCUR IN BACKFlLL AREAS AQJACENT 70 STRUCTURES. CONiRACTOR SHALL PROVIDE A DESCRIPTICJN AND DETAiLS AS TO THE MEANS AND METHODS THA1 WILL 8E IMPLEMENTED ANDfOR INSTAL�ED TO PROVIDE LONG TERM PRCiTECTION TO ALL CULVERTS, PIPES AND CONDUITS THAT PASS THROUGH OR OVER STRUGTURES INTO EMBANKMENT. 31. All iniet frames and grates shal{ be set ta match the ad jacent finished grades. 32. EXISTING STORM SEWER MUST REMAIN FUNCTIONAL THROUGHOUT CONSTRUCTIQN. HO�Y CROSS ENERGY ��RISTRUCT10�1 SPECiFICATIaNS 1. TRENCH AND CONDUIT 1. Holy Crass Energy pravides all conduits, vaults and pads. The contractar pravides the excavatian, installation and b�ackfil{. Trench will be excauated deep enough to ensure that the top of instafled power facilities wiCl be 48" below finished grade. Special care must be taken to ensure that the top of conduits will be 48" below the bottom of drainage ditches ancf alf ather 1ow areas. Where initial excavation is 3ess than 48" in depth due ta pfanned subsequent fi11, service will not be pravided unti! final grade is reached. 2. Trench will be as straight as possible between vaults and shall have a smooth battom free of rocks, A Minimum of 4" of soil will be placed over any rocks left in the trench to cover racks or smooth out !aw places, will be campacted prior to canduit installation and the trench bottom regraded. P:\TOV05001\dwglMaster\Ritz-CdVER.dwg, 11/15/2006 9:14:OQ AM,babcock j � _ � ,,,� ! ! �" i ��► +� SHEET { �1DEX CIVIL CfJVER SHEET SHEET C OOOA TQWN OF VAiI. CONSTRUCTION NQTES SHEET C OOOB EX{STING CONDI110NS PI.AN SHEET C 041 SfTE DEMOLITION PLAN SHEET C 002 GRADING PLAN SHEET C 003 C 0038 STORM SEWER PLAN SHEET C 004 STQRM SEWER PROFILE SHEET C Q05 WATER AND SANITARY SEWER PLAN SHEET C OQ6 SHALLOW U11L13Y PLAN SHEE7 C 007 EROSION CONTROL PLAN SHEET C Q08 SITE & UTlLITY DETAILS SHEET G 009 NARDSGAPE DETAILS SHE�T C 010 EROSION CdNTROL DETAILS SHEET C 411 ftEVIEWED BY: 7�NE�S� f'LfiNS HAVE� I3E�N f'EVI�b✓EII BY i�HE fOLL1JWING LUCAL EPV�1�I�IES FQI.' CCIfJCEPT AND L'CINt�Llf.'MANCE Tf� LL7CAL NOLY CROSS E� ER�Y GQNSTRU �TION SPECIFIGATIONS QWEST COMMUNICATION � STRUCTURAL SPEC4FICATIORiS STAlVZJARDSCINLY. THFfc'EVIEW1JdES /VIJTIMPLYRESPL7NSIBILITYI3YTHER�VIE�JfNG1?EPARTI�IElVT, TH_FLL7Cr�1_ EPt TI T Y ErJGI�lEEtt; OR 7�HE L L?CAL EiJ 7"1 T Y FL7R ACG Ul�'AC Y AT lII CL7fc'f'£"C 7"R1E SS C7F 7 NE 11�SIGN. 1. TRENCH AND CONDUIT CONTINUED �,�`���°�`�� �'�'�f� >�£'�`-� _���'��� �"�°� � � ��:�:`" CT ' �� t � 2. SPLICE VAULT/MAINTENANCE HQLES: r � � ��� ��$"�� ��� ���:��s���� ������4* - . . ���: �a��.�.� � �-���� �� �.� b4,�� � ,� � `�� ; . � �` �` A. All sp(�ce vaults and maintaming holes are ta be squipped with ladders and cable racking mater�ais, as may be ��� � �4 ' �°�� '� ��+'� --�;�--M--�•�---��--��-��------ `�°���� °-�-~� � �$F�n� . ....�.�....,»�,. G.:M°. �,..,,....,..< �, 's:, ae 3. Power facilities to be placed parallel to deeper utilities shall have a horizontal separation from the appropriate for specified size and intended usage. ;,,���� ���;�� �x���x,�,= � deeper utility greater than the verticai separation between the twa utilities. When crassing a deeper utility �`���� �� "�,�' "�� ,�� ���;� �;��.�.�. �� 4 ,�o-�.����}��,���* �..* ����. �,����.4._�° � . . � is unavoidable, the crossing wili be made as close to perpendiculor as passibie. � �� s�•-� -��� � a.�-� � � �NOTICE� " � ° �' .�' .� a.���. �? .. � -� �" t*° g')t,�#`:����,,��°� .�. {,.',`�i�,;4 e t.,��k�: r .�, » 1. An items that deviate from these s ecifications must be cleared with the west Communicatians En ineer rior to f 4. if cable television or telephone facilities are placed in the pawer trench, a minimum af 6 horizanta! y p Q g p --� �"� �-� �° �� the change being made in the field by the Premises Owner/Developer. �s;�,�"` �:�`�.._._,,�� .���?� �.��?..��"°�W ' se aration must be maintained between the ower facilities and the other utilities. In na case will _._____w_�°��`°�__ �...�._w.��� _..__,� _...___._.��� .�_._. �_�,.... ___.r �x�, .N P P , �� ��:" � � r,> ,-,,.�. �_ �w��`�"-�._- �.:,;'�;��,w�� � ����€�,.�., faeilities of another utility installed in the tren�h be placed at a greater depth than the pawer faci{ities. �, Construction wark on telephane supporting structure must be completsd and inspected 30-days prior to the date ~�°'��'; ° ��' ���� �~"�"�`=°�``�`��"�°� � �` � 5, Back fill and compaction shall be perfarmed as required by the governmentai entity or other agency that perrnanent telephone service wiil be required. Shouid Premises Owner/Developer fail to meet this time frame> NOTE: THE SIGNATURES SHaWN HERE WERE OBTAINED VIA FAX AND TRANSPOSED ON TO THIS SHEET havin urisdiction. Qwest Communications shall not be obligated ta meet the tentative in-service date and shall be allowed the full WITH THE ACKNOWLEQGEMENT OF THE UTILITY COMF'ANIES. 9 J 30-day period within which ta schedule and cample#e ali of its work that may be associated with this project, commencing at the paint in time that the Premises Owner/Developer has met the requisite structural inspection. 6. Canduit joints shall be knocked completely home during gluing. A puil string will be placed through each conduit and tied aff in the vault at each end. Na unnecessary bends will be allowed in conduit runs. Any 3. FflR fNiTIALfFiNA� INSPECTION CA�L BART GARNER AT LEAST 48-HOURS IN ADVANCE. bend aliowed will nat be closer than 5 feet ta a vault. Changes in constructian from that shawn an the project plans wilf nat be made without prior written approval from Holy Gross Energy. A wire brush will be pufled through each conduit, after installation 'rs complete, to remove racks an�i other fareign items. SEWER N OTES 7. Conduit shall be covered with at least 4" of rock-free soil or sand prior ta back fill. Large rocks shall 1. All sanitary sewer construction shall conform to Eagle River Water and Sanitation District's standards not be pushed in directly on top of this 4" cover. Care must be taken to avoid damage to conduits ar pnd specifications. A!I sewer mains and service lines proposed herein shall conform ta ASTM D2241 cables during back fill and compaction. "Standard Specifications far PVC, pressure rated pipe �SDR Series)" and shall be constructed ta th� lines 8. Holy Cross Energy must inspect all conduit instaliation befiare the conduit is covered and again after and grades shown herein. covering, but prior to back fill. 2. AI! materials and workmansh'rp shall be sub ject to inspection by the districts and jor their 9. Conduits ending outside a vault shali be cappad and marked with a 4" x 4" post. Individuai conduits representatives. The district reserves the right to accept or reject any such materials and workmanship shall enter each vauit at a consistent location. that do not cc�nfarm ta district standards or specifications. 10. Red trench marking tape will be suppfied by Holy Gross Energy and shalf be installed 18" above the 3. The district and its engineer are to be notified by the Contractor at feast 48 haurs prior to any conduit or cable during back fill. utility construction. 11. VAULTS �-. Compaction af all trenches must be attained and compaction tests results submitted to Alpine Engineering, the Contractar c�nd Vaii Resarts Development Campany.. 1, Vaults shall be instalfed as fallows: 5. Tne Cantractor shall at ali times keep a separate full set of contract drawings marked up to fufiy A. Spiics vaults shali be instailed with the manhole at ar slightly below fina( grade, indicate as-buiit conditions. Said drawings shaCl be provi�ed to Alpine Engineering upan completion of the B. Transformer vaults and switchgear vauits will be installed with the bottam af the pad at final grade. work. As-built drawings will be compiled by Alpine Engineering priar to final acceptance. ContrQCtar is to C. Where vaults are set into hillsides or sloped cuts> the downhill side of the vault wil! be graded pravide at feast two ties frarn physical rrtonurnents to all fiftings, vafves and manholes. according to A. or B. above. The slope behind the vault will be laid back sufficiently to prohibit sail or rocks frarn slau�hing into the pad-mounted equipment ar onto the manhale. {f the slape cannot be laid back far enough, a retaining wall shall be canstructed behind the vault. 6. The contractor shall verif,y existina p�e or manhole inverts at tie-in points prior to constructian D All vau(ts wiil be installed so that the to ad is araflel to the finish road rade stakina. • P P P 9 • E. Pads or lids wili be placed at the time of vault instalfation unless otherwise requested by Noly Crass 7, Manhole rims sha!! be set at an elevation relative ta the pavement in accordance with District and Energy. Town of Vail requirements. Precast adjusting rings shall be used to adjust rim elevations to fina! grade. 1NATER � �TE�J cont. F. All vault pieces shail be jointed with a tar type sealant {when provided by Haly Cross Energy) with The maximurn acceptable vertical adjustment is 12 inches. Manhole steps sl�all conform to 05HA step the exception of the vault pad ar vault lid, standards. 7. All water mains shall be hydrostatically testsd in accardance with ERWSD standards. Chtarine testing shall 2. Haies knocked in vauits for conduit instaliation shail be as small as possible and shall be grouted be done in accordance with ERWSD standards. closed on the outside af the vault priar to back fill. 8. The Contractar shal! take care ta properly shape all manhale inverts and benches to pramote smaoth flow through the manhole, Inverts of lines intersecting at 90 degrees and at highly divergent or flot 8. Prouide thrust blocks an all waterfine bends per ERWSD specifications. 3. Canduit shall enter vauits perpendicuiar ta the vault wall, abaut 2" above the floor of the vault, and sfopes are especially criticai. Manhole inverts sha{I be constructed with a smaoth trawel finish and benches about 2" from any adjacent wails and shall have a minimum separation ofi 1 inch between conduits. shall be finished with a light braom non-skid finish. All concrete for manhola constructian shall be made 9. Angles of water line bends are shown only as a guidefine; all bends haue not b�en identified ar dimensioned, with Type II cement with a minimum 28-day campressiv� strength of 300Q psi. and additianai bends may be required during construction. 4. Conduit will be cut off 2" to 4" from the inside wall of the vault. g, q�� � e shali be constructed with i e beddin as shawn in the sarritar sewer lans and detaiis. If 10. AI �ne En ineerin Inc., assumes no res onsibilit for utilit locations. (t is tha contractors res onsibilit P�P P P 9 Y P P 9� 9� I� Y Y P Y 5. Pedestals for other utilities shall not be located cioser than 10 feet ta a vault on sides where trench conditions vary or if rock ar water is encountered, Alpine Engineering is to be notified priar to to fie(d verify the iocation of all utilities prior to commencement to ony construction. transfarmers or switchgear wiil have access doars. Pedestals shall not be located cbser than 3 feet to a proceeding with constructian. A concrete f(ow-fil{ bedding is required in certc�in areas. Refer to the plans vault on sides where the pad-maunted equipment will not have access doors. and profiies for be�lding lacatians. A f{ow-fiil design mix shall be submitted to AEI and ERWSD for 11, Install 10 gauge insulated capper tracer wire along the water mains, and cad-we(d, per current ERWSD approval priar ta constructian. requirements. 6. Holy Crass Energy provided ground racis shall be fully driven with no more than six inches of rad 12. Verify all existing pipe invert eleuations prior to constructian. exposed above the earth within the cavity provided in the center of the vault base. Holy Gross Energy must approve any other installation where sai( conditions wiif not permit the ground rod to be ful( driven. �ATE� N OTES 13. Provide as-built drawings with (2) ties to water line valves, horizontal and vertical bends, service tap Q WE S T G{J M M U i�1 C A TI Q N S �TR U �TU R A� S P E CI FI C A T10 N S 1. Wafer construction shall conform to Eagle River Water 8c Sanitation District's standards and �Q��tions and curbs stops. specifications. 14. As part of these plans, several adjacen# properties will be disconn�cted from khe existing water and sewer NOTE: Qwest Specification notes pravided by Qwest. mains and recannected t� the new mains propased herein, Prior to beginning any construction, Cantractor shall 2. All moterials and workmc�n�hip sha11 be sub ject to inspection by the district and/or its representotives, rovide to the En �neer, a se uence af construction that outlines the methads and rocedures to be used that 1. CONDUiT: The district reserves th� right to accept ar reject any materials and workmanship that do not conform to � g � p � district standards or specificatians. will m�intain water, sewer and fire pratectian services ta these ad jacent praperti�s. A. AN conduits are to be equipped with minimum ,�" poiypropylene pull line. 3. ERWSD and Alpine Engineering is to be notified by the Controctor at least 48 hours priar to any 15. Any service tap fees that may be required as part of these proposed utility installatians are to be paid B. A!I conduit bends are to be steel sweeps or no tess than PVS Schedule-80 fully encased. Lang radius sweeps are ta Water (ine construction for a re-cc�nstruction meetin prior to mak`rng the connectian to the main. be used in main trench sections. Standard radius sweeps may be used at dasure lacatians. P 9• 4. Cam actian of a11 trenches must be attained and com action test results submitted to AI ine • o ire y ran ex ensions are a awe y an new ins a a ions. C. AN conduit runs are designed an the basis that each sepc�rate run wi1! have no more than twv (2) 90' bends without P P P the insertian of an appropriately sized pull box. Engineering prior ta acceptance. All pipe shall be constructed with pipe bedding as shown in the water » plans and details. If trench canditions vary ar if rack or water is encountered, Alpine Engineering is to be 17. The center fine of the fire hydrant discharge must be a min. of 36 abaue finished grade. Coordinate all D. A11 conduits will bs PVC Schedule-40 or better unless specified atherwise. If steel or iron pipe is used between the notified rior to roceedin with construction. A cancrete flow-fil! beddin is re uired in �ertain areas. fire hydrant lacatians in the field with Mike McGee (TOV �D) prior ta installation of any hydrant. A dielectric buiiding and the praperty line, the pipe must be kept fres from contact with any reinfarcing steel or other conductors Refer tQpthe pla s and prafiles for bedding (ocations. A flow-fil) design mix shall be submitted to AEI and f��{��9 shall be installed between dissimiior metals. within the buildin foundation wall• _ _ � � _ _ _ _ � _ ERWSD -for approval priar ta construction. E. Gonduit(s) wili be furnished and instalied by contractar for the exclusive use of Qwest Cammunications. �, The Contractor shall at a11 times keep a separate ful! set of contract drawings marked up to fully F. Condu'rt(s} placed in the same trench with pawer supply canductars/conduits must be separated by a minimum af 1�" �n��cate as-built conditions. Said drawings shall be provided to Alpine Engineering upon completion of the of compacted soil or 3" af slurry encasement and have minimum depth of cover af nat less than 24" or� private �prk. As-built drawings wiil be compiied by A{pine Engineering prior tc� final acceptance. Contraetor is ta property and 36" af caver at the property line. provide at least two ties from physical monuments to ail fittings, valves and manholes. G. Labs, waterfgas pipe, #lex conduit or plumbing fittings shall not be deerrzed acceptable for use by Qwest �• �Nater mains shai4 be canstructed with ductile iron pipe, AWWA C151, AWWA C11�, c{ass 52, pressure communications. rating 350 psi. Ali water mains, fire hydrant lines and water service lines shall have a minimum caver of 7' urrless nated otherwise. H. Conduit{s} terminating at a utility pole must be attached to the poie and extend ta a minimum height af 12" AFG. ___ ENGfNEERING INC fnw,�os aus�NESS c��z • P.a. eox s� mwnROS, caoRa�a a�saz • 970 926-3373 • FAX 826-3390 • � � � � � N � � o � � � (� � O ` � � N � o � � � H � � � [T� � !'� � � � � OWNLR{D�VELQPL�R VAIL RESORTS DEVELC�PMENT co�PAN� AVON,CC3LOI2t1D� DESIGN<�RCHITEC.T � � � Denver, Colarado � AI�CHIfirCT C�F RT:CORD "" GLUVER SiV1ITH BC3DL;,TNC. 1 OKLtSHC�MA CTTY,C�K.I.�'�HOMA� czvrl�NC�r���l,� Ar,�zN�r.;NGr�t�.l.��c�,z� I;D��UARDS,COLOItAI�O T..��'�iDSCAPI3 ARCHITI;CT� S�:�ROU�' �uRZ.r�cTON,vL;��ro�T STRUCT�JRt1I,�NGIN�;ER HAYNI3S�XIHA.L�Y ASS(3CIATES, INC. HOUSTO�,'�XAS �I1::CHANTCAL I'sLLCTRTCAL PLtTMI3ING CNGTNTER A13S CONSUT.TANTS ING. DENVL:R,COL(JRt�llO INTERIC)R D�SIGN WII.SON&ASSCJCIATES D�.I,LAS,fiX L,I�'�,SAFE'I'Y BC�R ENGINEEItiNG 1NC. �.RVA��,coz.o�Do PROJECI"NUMBER ISSUE RLVTSIE�N DAT� OU9 PERMITSI;T 12J17/Q6 408 REVTE�SET 12/02 J06 007 75%CDS 06JOZjOG 006 50°lo CDS 04/28J06 005 30%CDS 41 J27%p6 004 HUD 12f3o1os SUB�IITTAI, 003 %ILD 12J13/05 SUBi1�1TTTAL �02 2DD PHASE 11J16/OS SUBMITTAL oa� s�a z�xASE SUB�I�ITTAI, � �� � �� � � �------ �� �.� ���� � ! ' r r ` � ! 1 1 � E� 0 P:1TOV05001\dwglMaster\Ritz-COVER.dwg, 11/15/2006 9:94:30 AM,babcock • a � • • 'j ' • �• - 1. Obtain a Public Way permit from the Town af Vail Department af Pub(ic Warks, (9i4) 479-215�. Obtain al1 required building permits through the 1'own of Vail Department of Community I�evelopment, 75 S. Frontage Raad, Vail, CO3 81657. 2. All contractars shall be licensed ta perform work within the Tawn af Vail. Qbtain and pay for contractor's license tit the Town af Va'r1 Department af Community �7evelopment, 75 S. Frontage Road, Vail, CO 8165?. 3. The contractor shall obtain al1 necessary s#andards> specifications, permits, bonds, etc. from ai! appficable agencies prior to comr-nencement of construction. 4. The public and the Town of Vail will have the right occupy the public Right of Way and adjacent facilities during the entire period of conatruction. Perforrn site work operations to minimizs confli�ts and to facilitate use of the premises and conduct of normai aperatians, 5. Ali materials, workmanship, and canstruction of public improvements shall meet ar exceed the standards and specifications set forth in the Town of Vai! Code, Developrnent Standards Handbook, Car�struction Detaiis and applicable state and federal regulations. Where there is conflict between these plans and the specifications, or applicable standards, the most rsstrictive sfiandard sha(1 apply. All work shall be inspected and approved by the 7own of Vail, 6. Afl references to any published standards shali refer to the latest revision of said standard, uniess specificalfy stated otherwise. 7. The engineer who has prepared these pEans, by execution andjor seal hereof, does hereby affirm responsibility to the Town af Vail, as beneficiary of said engineer's work, for any errors and omissions cantained in these plans, and approvai of these plans by the 7awn of Vail Engineer sha11 nat reiieve the engineer who has prepared thess pians of ail suGh responsibility. Further, to the extent psrmitted by law, the engineer hereby agrees ta hold harmless and indemnify the Town of Vail, and its officers and employees, from and against ail liabilities and dcamages which may arise frorn any negligent errors and omissians cantained in these plans. $, Ail sanitary sewer, starm sewer, c�nd water line canstruction, as we}I as pawer and other "dry" utility installatians, shal! conform to the locai utility entities sta�dards and specifications current at the date a€ capproval af the plans by the Town of Vail. 9. The type, size, (oct�tian and number of all known underground utilitiss are approximate when shown an the drawings. It shall be the responsibility of the contractor to verify the existence and locatian of al! underground utilities along the route of the work bafore commencinq new construction. The contractor shali be responsible for unknown underground utilities. 10. These drawings represent anly tF�e approximats lacation of utilities and are included an�y far the convenience af the contractar. Contractor shall be responsible for (ocating all utilities, pipes and structures, Contact utility notification center of Colorado (800}-922-1987 ta locate underground facilities. Cantact Town of Vaii far additional locates (970) 479-2158. Contact Eagle River Water and Sanitation District for additiona) locates (97Q)-476-74$0 ext. 114. Utility locates ta be performed at least 72 hours prior to any construction activity. Contractor shall ensure that work preformed in the proximity ta utilities shali be according ta the requirements of the requirements af these agencies. The contractar shail notify the awner's representative af any existing utilities which may interfere with the proposed work prior to construction. i"F►e contractor shalf repair ali existing utifities to rernain which are damaged during construction cat no additional cast to the awner. i1. ?he contractor sha11 coordinate and cooperate with the Town of Vaii, and a(I utility companies invofved, assuring that the work is accomplished in a timely fashion and with a minimum disruption of service. The contractor shalf be responsible for contacting, in advance, _ all parties affected by any disruption af any utility service 4s well as the utility companies. _ _ _ _ 12. A State Construction dewatering Wastewater Discharge Permit is required if dewatering is reguired in order to facilitate construction or if any water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. 13. The contractor shall submit for approval and carrtply with all terms and conditions af the Colorcada Permit for Storm Water Discharge (Contact Colorado Department of Health, Water Quality Control Division, at {303� 692-3590), the Starm Water Managernent Plan, and the Eros'ron Control Plan. 14. The Gontractor shall pravide and maintain approved erosion and sedim�nt control "best management practices" (BMP) for the project duration. Contractor shall inspect BMP's weekiy �nd after every precipitatian event. Cantractor shall document inspection and make reports available upon request. Accumulated sediment and debris shall be removed from a bmp when the sediment level reaches ane half the bmp heights or, at any time that tha bmp functionality is adversely impacted. All necessary maintenance and repair shall be campleted within 48 hours af identification, unless otherwise agreed upon. 15. The Town of Vail shall not be responsible for the maintenance of starm drainage facilities located an private praperty. Maintenance of on site drainage facilities shail be the responsibility of the private awners. 16. The Town of Vail shali not be responsibie for any damage or injuries sustain�d as a result of the construction of this project as a result of groundwater seepage, whether resulting from groundwflter flooding, structural damage or other damage. 17. The Contractor shall be responsible for insuring that no mud or debris shal! be tracked onto the existing public street system. Mud and debris must be removed within �4 hours by an appropriate mechanicpl method (i.e. machine braom sweep, light duty front-end loader, etc.) or as approved by the Town af Vail construction inspector. 18. The Contractor shall notify the Town of Vail Construction Inspector {97p-479-219$} 72 hours priar to the start of any canstruction. If work is suspended far any period of time after initial start-up, the cantractor shafl notify the Town of Vail of reason for suspension and estimated time af suspension. Contractor shall notify the Town of Vail 72 hours priar to restart af cons#ruction. 19. The Contractor shall notify the Tawn of Vaii Environmental Health Inspector {970-479-2333) at least 2 working days prior ta the start of any earth disturbing activity, or constructian on any and all public impravements. 20. The Owner shall be responsible for obtaining and submitting to the Town of Vail Canstruction inspector material tests in accordance with the applicable standards and specifications for all work within the Public Right- of-Way. (f the �nal soils%paverrrent design repart does not correspond with the results af the origina) geotechnica) report, the Owner shal{ be rssponsible for a re-design of the sub ject pavement sectian. All final soils%pavement design reports shall be prepared by a licensed Professionai Engineer. The final repart shall be submitted ta the Tawn of Vail Construction Inspectar prior to placement of base and asphalt. 21. Priar to placement of H.B.P. or concrete within the public Right �f Woy a mechanical "praof roll" will be required. The entire subgrade andfor base materia! shaN be rolled with a heavily loaded vehicle having minimum single axle weight Qf at least 18,OQ0 Ibs. Any subgrade/base section exhibiting excessive pumping or deformation as determined by the canstruction inspector shall be reworked, replaced or modified to farm a non-yielding surfaGe. The Town of Vail Construction inspector shafl be notified 24 haurs prior to a "proof roll". 22. The Gantractar shafl furnish electronic and hard copy reproducible As-Built record drawings showing hariz�ntal and vertical locations and elevations of constructed improvements including all utilities, and drainage appurtences prior ta acceptance of the project. 23. Tne Cantractor shall video camera (N} all installed pubiic sfiarn sewer pipe prior to finai paving and f or other final surface treatments are completed. A copy af the video taping shall be provided to the Town of Vai) for review and appraval and record keeping. 24. The Gontractor shai! be respansible for ail aspects af safety -including, but nat limited to, excavation, trenching, sharing, traf�c control, and security. Ref�r to QSHA Publication 2226, Excavating and Trenching. 25. The Contractar shall subrrtit and have appraved a Construction Traffic Controi Plan, in accordance with the MUTCD (Manual of Uniform Traffic Contra! Devices}, to the Tawn of Vail Construction inspector, prior ta any construction activities within, or affecting, the Right-of-Way. The contractar shall be responsible for providing any and ali traffic control devices as may be required by the construction activities. 26. The Cor�tractor shal( submit to the Tawn of Vail Construction inspector and gain approval for a constructian staging plan, schedu(e and phasing pfan prior to the start of constructian. 27. Canstruction sites and staging areas must be fenced +and maintc�ined in a secure conditian at al! timss. Keep fencing and surrounding areas clear of trash and debris. Any construction debris ar mud dropped into manholes, pipes, .or tracked onto existing roadways shall be removed immediately by contractor. Contractar sha{i repair any excavations or pavement failures caused by construction within or in the vicinity of the limits af canstructian. The cantractar shall be responsibie far damage due to canstruction at no additianal costs to owner. The contractor shali remove all sediment, mud, and construction debris that may accumulate in the flow lines, private property, and public rights af ways af the town as a result of this construction praject, Removal shail be conducted within 48 hours. Return all construction staging sites to their original condition upon completion af the construction project. 28. Dimensions for layout and cons#ruction are not to be sca(ed from any drawing. Ef pertinsnt dimensions are not shown, contact the Designer for clarification, and annotate the dimension on the as-built record drawings. 29. The Contractor shali havs, onsite at a!I times, one {1) signed capy af the appraved plans, ane (1) capy of the appropriate standards and speci�catians, and ti capy of any permits and extension agreements ne�ded far the job. 30. ff, during the constructian process, canditions ars encountered which could indicate a situation that is not identifi�d in the plans or specifications, the cantraetor shaf{ contoct the dwn�r, the Design Engineer and the Tawn af Vail Construct'ron fnspectar immediately. 31, The Designer shall provide, in this location on the plan, the location and descriptian of the nearest survey benchmarks far the project as wel( as the basis af bearings. 7he information shali be as foNows: Benchmarks - Tawn of Vail Survey Control PROJECT BENCHMARK: HARN CONTR4L PdiNT "SPRADDLE". ELEVA710N = 82$7.$2' (NAVQ 8$}. PROJECT QATUM SCALE FACTOR: 1.00�41186 BASIS 0� BEARING: COL4RAQt� CENTftA� ZONE {HARN} NAD 1983/92 ANL� TQWN OF VAII. MAPPING PROJECT OCTOBER 1996, STATIONS SPRADD�E N 1660652.671 E 2753950.797 AND WOODMAN N 1652148.916 E 2727Q65,360, SPRADDLE TO WOODMAN BEARS S72'26'53" W. 32 �oca#e, protect, and maintain bench rrtarks, monuments, control points and project engineering reference paints. Reestablish disturbed or destroyed items at Contractor's expense. 33. The Contractor sha(I be rasponsibie fiar replacemsnt of any existing materials that are damaged during construction within the limits of construction or in the VICICii�� of the limits of constru�tion> at no additional cost to the Owner. 34. When an existing asphalt street must be cut, the stree# must be restored to a condition equa! to or better than its original condition. Patching shalf be done in accordance with the Town of Vail Street Repair Standards. The seams of the asphalt patcf�es shail be infrared unless atherwise instructed by the Town of Vail Engineer, 35. Upon campietian of canstruction, the site shall be cleaned ❑nd restored to a condition equa! ta, or bett�r than, that which existed before canstruction, or to the grades and condition as required by these pians. 36. Standard Handicap ramps are ta be constructed at call curb returns as identi�ed on these plans. The construction of these handicap ramps shal( be in accardance ta ADA current standards. 37. After acceptance by the Tc�wn of Vail, public improvements depicted in these plans snall be guarantesd to be free fram materiaf and workmanship defects for a minimum period of two years fram th� date of acceptance, 38. The Contractor shal( be solely and completely rasponsible far the conditions at and ad jacent ta the job site, incCuding safety of persons and property during performance of the work. The contractor shall provide lights, signs, barricades, flagrnen, or other devices necessary ta provide for public safety, pedestrian and vehicular access as needed. This requirement shall appiy cantinuous(y and not be limited to narrnal w�rking hours. y�vv .�.v.v......v v....,� ....+. ...v� ..v., ..v.v vvv.. ,,.�v.r�� vu�n�y ti.v.i�y� . v.wv,� u ��v�..�v.,v v�rvu vv u�ne�vt.+��..w�.iy vivuy� � Lv S�,v v�w����v�i v� r.�� owner's representative far decisian. The contractor shall assume full responsibility for a(I necessary revisions and repairs dus to failure ta give such notificatiQn at no additional cast to the Owner. 40. At the end of each working day, the Contractor shaif be responsible far cannecting the existing starm drainage pipes to the newly installed storm drainage system. All drainage systems within the canstruction fimits shail be maintained by the Cantractor far the entire duration af the constructian project. Th� cantrac#or shali b� r�sponsible to maintain ali drainage within the construction_ site and offsite drainage whEch is directly affected by construction. 41. The Contraetor shall be responsible for maintaining the operation of the existing Town street lights within the project limits. The contractar may provide temporary street lighting approved by Tawn of Vail, when existing street lights are removed. 42. Th� Contractor shall be resporrsible for rn4intaining the operatian af existing Tawn irrigatian lines within the project limits unless otherwise approved by the iown of Vail. 43. The Contractar shail maintain access ta fire department hydrants and connections shall be maintained throughaut constructian unless atherwise approved by the Town of Vail Fire Department, Ef�GINEERING INC EDWARDS BUSINESS CF3iTER • R0. B4X 97 EDWARO5, COLORADO 81632 . 974 928-3373 • �AX 926-3390 • �� �`' ''� �; � � ' : ',�� � .. � ��� �'� " �`� �:� � �� � � �� 1�^ � ,�„,, � � �� .f� �s�a� "v� � � �, ,,�;`� �- '� , � ;*• ��� ��Y�� ������ � ^ H � � � � � O � � � � � � 1 r � � � r./ U 1 ` ��'i a F� ��'1 r'' � �T� � ^ � � � � � � C7WNI�;R jDLV�LC7PER VAIL RESC3RTS DEtiTELC�PMEN'I" C(�MP.�NY AVQN,COLC�RADO Dl'�SIGN ARCHITECT � � Denver, Calorado ARCHITECT CJ��CCJRD GLC}VER SMTTH I30DE,INC. OKI.�HC�i�i1�CITY,OI�:C,AHtJMt� CIVI.I.ENGINF�FR ALT'IN�:CNGIN:EI;RNG,TNG. EDWARDS,COLCJItt1D(J LA�.�IDSCAP�ARCHITECT S E G£t(JUT' BURLIi�iGTC�N,VL�RMONT STRUCTURt1T.�NGIN�E,R HAYNES WH�EY ASSOCIATL;S, INC. HOUS'I'QN,T�;XAS MGCHAI�dICAL EI.ECTRICA[. PLUMBINU LNGINL,�R AI3S COi�SULTANTS TNC. I7ENVER,CQLORAI�O INTFsRZOR DESIGN �X%IT.SON&ASSC?CIATES Dt�LL�S,TX LIF�SAFETY �CER ENGINEERI�TG Ii'�C. 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INV IN = INV OUT = _-�_-- _._-.- /, � � �°,'.`'�/� f''' � � � �`j /`°� '� � �� '� � �� / ` \ ...- -� ' � GRATF�ELEV. .�----�� _ � � �t` ,�,, °,�'�.� , ��� r�`�,; ,� �� /�, .. �� �� � � r�j 0 � ��'' � � \ l '" ��\ = s11�� �"�� °_ ���-� �`° � r,•• '',�`,° � � %' � Y�-�, � � ,, �,���� �' f i �� f ,� �,f `�,l' � 1 � �a z s i .�.-rt-- t \ c Nxi„�� �,,� �. � ,r �� �� % %� w: ;. 22.4' �/ � �` ,/ � s° � � � v . ,/ v�' / / '/ �� 'i°� � �i�,' � " 1 � l w � { : g114.7' .� � ! ,% � % / Cs� / � d / / �f � RAMP 81�5.5 � � � STORM MANHdLE � / �, ..- �--� .-�~�` � � � �,,, / /��a / � ,� ' . �; / . � ��� /��� �,% l � /� t � " � � '�2 � . }�g»2.s e»5.4 s RIM E�EV. = 8115.0 �. .� -.r--w` l � ��' ,,'� ,'� � ,�� !' � / � /� � f / � � �,�'' "�' .�-- � ��. �, ar�.� � � ,..---� ,,� �, � ,..� �---�. / �'� ,..✓` / /� / �� �.l ,��� g c, r,/� � � ��a .�-.' �C,t'.�--' ,�,_ STORM MANMO�E 8 Rcp �Ut �" -'' °.° �, ,� �,` � �,�- l � j ���,p� ,'`� i�� �,/ ��' / �,�' %/ � .��-- �.r-��� ` RiM E�EV. = ���5.� ar ' a»4s �r4s � �,,- "� ----------__ --„�-°° .%/ ,%"� � � ��� / ���: /' ' ,. :� / . �i �„� f l A�1' � a� -^�--� ...._.._.._ i" � / � � �� � � .,--° �',�` � ,� ,� � % % f f � 6. _.-- � LO T 2 �. � 1 / O / ������ � p� �� .� � � ,i�,% �% / f� � �/ I ��'� 'S6'E ` 1� '`A _,,.-°'"�'c' � � 8 s� � •-•"'f ,,,,,.-:�+� °'f -f � � P r°� ,�"'� �✓,,�j�,i //�j � '�? `47 ...--^' � `ti... ./" \ , � � � � / �,sj / �c, �, �, � / r�;, N-�t�°�2 �... ��--" � '"'", 8� f�/ ' STORM I�ET � l�,- , /,,-� �'° ,,•'' � ,�`f/ ;l , r �' � � �` d �„ �N �/�_ �� ���� �� �� � '��' � ��'J �`�1 � ,.�°'' / ��' �� '`�� / � '� l ' t _-�' R5 f ''� � ��r GRATE EL V. �,. �-- --___--____ _---- � �,/ � �� � � � � ,�' l f /� � ' _� � �,. --'"' ��� � ��. � r�s2 � � .�,.,--r' � 8114.5� -�� / . � ,s � � ,✓'� ,�U `�% � � � � J���`� � � �I N 0F � � � � , ����;1� � -.�""` ��� ��y� ,.,.�- � � o �'�. �"` ,% -/' � s' ��/ � � � � ►� � / ,...> �v %° �--`'�� S�M ,..--° , � � � � � \ � 'k � � �.s���,�:; , �. � ��� �';��" � �� / i'f���,,�- < ��� 10"'ItJV (�S �'���r ��'� � '�, 1�0' it�� � �< � , � „, r� �:,L.�_ �. r _.�....�:-,L��'i�''-,-- v { C'1'�p---- K:t �' �.' ` �t ,.� % P � ��i � P:1TOV05001\dwg\Master\Ritz-ExistCond.dwg, 11/15/2�06 9:15:38 AM,babcock ""'..�'""� � �2 � � .p° `��, � � , , ���, ��� � �� ��� ��� � �� � � �� ���/°� �� `� �� � t `���, � , � ��,��'� '°�-- ��`�d .s i��, , � � EW R MANH MH Q740 - S E O�.E RiM = 8109.5' �a" ►t�v {s} _ �ass.o' 10" INV {N} = 8095.9' �� T�� ND �WEr AS�v1EN / J` � %� .--''" �,� ����1~ U�,�`-��( �A � .�-- j , � STORM SUMPfGREASE �''�\ � � � / �;.` ° , �v �,"�}���K�5�� �E � /� ! ...--7` '�--,."�- 20' �� �`` � .y � � TRAP UTLET r.--''-� � �„ ''�.,� .. f ca O 'd � `�d P��`� ...-" , cr, •r � \ �./ � ; ��� �� f �,`� � � ��, _---' � 4a -'' �.2� � �i� y � � � � _----- "� � � / ;�`�`' ,�� � � % � ��� �� � ...-�- „E ". �� � �, ;-� � � � � -� f,/,� --- FOU N D N o. 5 REBAR- � �,i'. ���� �� � `�� �.� /� s` --��"" � �-�° �, �- �-���,�5� � � � �� �� � � ,. �-�-�- ,,,�� � � ��� / �a� ,�'� �/''" ,�. � ��°` % ..--, � -� , � � �-".,-- �,,.,, �� WIS N N o. 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'''"--�'"�� Q ELECTRI C M ANH OLE � GU ARD RAIL � � � ,��, �l � � �� •%� ,���" � �---„ °'° � ��, -°� ����°��.--'"' �.- `°�~ ��;,, ''�' � / . . �°�,-� � � � � � _,_.---''�f � '"� -^'°' °°°�� EVERGREEN TREE � SEWER MANHQ�E HAND RAIL � �, 1,�.,r- ,,,,,,�..- y,,..-- � �,,,,,.- �,�.,.-�..-- �~ �,.,.--' �� 4 ST STORM MANHO�E AIa aiR atR-ara CQMPRESSEQ AIR �INE � .�'� �"'°�, A �, � �,�/'� .,--' "�--=�_ � `�.--~_,..--, �! .,�'�,,., � '"".,., �-� _--___-- r ..�.-°' .�� � � ���`� � a;,, ��,,,,, �u�,,... �� "..--~ ..-.-,",.�--��-°,'°r � °_ ;S .� �, � ��, �,���� ''�-- -�° -�~°`� �.-�' � .--''" �'= DECIDUOUS TRE� � � •4� �,,,,,, �,,,,.. ,,,,..r"' �„b,,,.- � •-„''��r / a h`�: OHE OIiE-OHE OAE � �� � �� LaT 1 �' WATER MANHOLE QVERHEAD ELECTRICAL LWE '�, �,�,.,.. ✓ �,�,,..-. 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OUT �,.�- ..-- _ � ,�;,.; �1��„'��,r� . /r--�` \ � `� '`�` C' � '� � � `."?� s.� 1�,6 V. x vr ,� � � � t�� ,„~�" � ��+ .-�R� ,/r/"'"�� � �'�.71 r. � �r,. ,t1 ,Ty \ � � � � � ..-�" . V%� g 3 � 19 v= � ! ' • • . � r � • � i � �� C3WNERJD�V�LOT'ER VAIL RESORTS DE ELOPMENT V �OMP.ANY AVO�T,COLORA:DO DLSIGN ARCHITL�CT / / � Denver, Golorado ARCHITECT OF R�CORD GLC�VER SMITH T3C3DE,ING. OI�Lt?�HOMA CITY,OI�I.AH(JMA ti � �y � GIVIL LNGIN��,12 � , Ai PINL E'�GINLERNG INC. a , EDWARD5,COL(�IZA1�3C? LANDSCAPE t1RCHITE;CT S C GRC3UP BURT,TNGTC?�1,VERMOi�iT STRUCTURAI,�NGINEFR HAYN7;S Wf-IAL,LY ASSOCIATES, INC. HOUSTON,TE�t1S MLCHANICI�T,l�L�:CTRICt13� PLUi1�iBING ENGI�I�ER A73S C�NSULTANTS Il`�C. DENVER,CC?LOR.ADO TNTERIOlt DESIGN WILSON&ASSOGIATES D�z.r�s,�. r.lr�s�r�� �3CER ENGTNEERING TNC. ARVf�DA COLORt3D0 � PRC3J�CT NUMI3ER 20941.40 ISSUE REVISTON D�'I'E I Q09 PERNIIfi SET 11 J 17 j06 008 R�VIEW SET 11%01/46 007 75°lo CDS OGJOZ/06 006 50%CDS 04/28/06 005 30%CDS 01J27JQ6 /�.ys'- .Lf Z.�` ''`�,_ �t � ti`'o t5`.L �/� � ���..,.,� cri�� '?"•i,_�., �`�, ..'`,. 1{'� nG ° ,:�` t�'a�.r'''x ' d `,.�-¢", ' � �����. . .r--"" ��� �. � ' \ i' '� ,. �.! ;, �r. .. � 1 '� ' ; � � � �d �,_ --" .M~ ...._ OP a �- � t-1� � 1-1 003 HUD 12/1�105 , �}�} �( (''}`� C� , �� , � � . `,.,, . , ��,.. �, ,�,,�� . � ..-�--�..- SUBMI'I"TAL � %;�� ,��� �. � '�,, � � �`�'� �4 r,�;`'_ r, 4 � � ��a��� ,,,•.-'^"``�,�-�`''� � ..r-"���: "°�"..�--""� :5 �-' ������'�' Q.�-•' _--',,-> ° 19.7 19.5 LJ t `� �� 1 V �..! I �J ,.r SUi�avn'rT�, , � � _/ -''�''-•� .�, '�• RO�,PiJSED Oij.�BY '�CP ��'���: - ` l �"" *� � : ;:,;. �e� �`° �„ ���� � r � �- 19.9 002 DD i'HASE 11 j16%Q5 � � � _- �� � , .�> ; �' .�.� : � �� �rt .. ,. » �- , 4 �_ � � � ,�� � =` � „�°"_ 21 .�r_ �1� " - 1 t30 NOT PLACE BA PC� ,� , �,� � . � � ,: � �„-.� ...- . "�►.'� � � �` ��� � '� . �3 �7Y{�E ,C,.�-�Ni_E�'�. �, � � � �� � �"�'� --' PROPOSED 1 AR � 1. Ali storm drains and culverts shall be constructed in accardance with the �U����, ' / ; � ..'� �c��l `��, `� ; ' ��Pi�'UF''OSED 1' �i� �� �;.�n.;.�--,.,�� �� ,�:���-� .1,.�--' ,�����,�' ..--�~ 202 .---�9:�� 19.6 � �, - ���. Lt�1vER�;R�M.�,�'a 13.8, �� �-,, �r.� ,�, � ; �� � �`� .. � ?�-�-._�_ ��,�`��`�� _�..�---�-�� r- 7s. Techn�cal Specifications and TQV specifications. �o� S�PHASE ��� -� __ ���z. � �,. �r�V���N :t��= ��as.�s�� '� . ��, � � � .. , � ���� �����,o��a�N � � �� � o. �-- 1 iN�T -�ro �N�TS (r�i a�} � �.�---0.5 ,,--� ��� ���: �ir� = s�fs.o �>=;t"_.<°�� -, , ,,,� �_�. �-�,�_ ;�� .� ,�'� ,� �� � \�t � , � . < ��AL -:�.: ,� -- f � :..� , �s. � j9. 2. Types of structures refer to the Colorado Department of Transportation M & S SUI3MITTAL ��`��= r-�;� � � ,, 4� �, .� � q, PROPOSED 1 AREA INV. OUT = 81'�6.0 . . . . . , • ��,�� � ..�___���� :�. �--=-c���'�'`___.__._ 1���. � INV. t� E _�8110.�s- �� �,�,� \�. � � Standards, CDOT S ecif�cations, or are included In the details. � r�� ��rr____ _ r � ( 3� , ,, ; � ,, � ?--� .� �:., � C°'�_�z--���-, �, 1�,�.3 'x4. �� �°"'"����"` a' ,.--a'; �`� ;�, I�1�' ',U� ���09.36 �rv �.''��s s � � �,,- �, �..•� 6 1hILET � �`��� � �� '� �' � ' �`� RoPO �' � `� �" �'"��" ' � '� `��� �`� R�M - 81 � f�`'`�. `:, 3. Alpine Engineering, Inc., a�surnes n� responsibi(ity for utility locations, it is the ,�,� �' ' �a� P `�' " ,4 � , ..=- .�' �,- 4�n � xr' PR�'OSED RIX7F' DRAiN ``1`., r' ' �.r �, � �` � �, x� 30 - .� � 0.4 INV. oU 81is.o Contractar s respansibiiity to field verify the location of a!I utilities prior to �. ,., ���,r� �,i ��"„ �� �`3 \ � � :. 9.3 ,. .�--.': �: ;� "��^ � .�--' "`�; �} � ,��� ���i,,� � ; , � ,� „ ..--T � � �--"''�� DOWhISPOl1T Ct3NNECT TO `�` commencement of any constructian. ,'t � ��. ..-- ��"- A:`7" * � NEAREST STORki Dt�AIN � , .� �� �, ���;,, � � � ;,�'`�� PIPE{TYPICAt.} 4. A!i drain ni�y es shall be instafled with the re uired beddin �° � ,,�, �1�- � ��' ..�",�'� ��°�.� ` � � ,-� 2 .6 � �yy� �, �. l� �„i--.°"-'"� � 1`C� �.�n. � �. ""`� �^",,r J�.. t"' Y ��� �, � ,���'� � `�`"`� � � �� ��; +� --'' '' ��� � '�� 5. Elevations shawn are at pipe invert unless ather�+ise shown. �1 t � r � � � , � �\ ,�. � ' `}"' ` 6. All standard �torm drain structures are subject to modification by the Engineer to �r Y � I� � �. � ��`� ; �x�s�NC �'x�. � � ,� � +�. �_ _.. �q�,� �..- �, „ :° �. _ � � < �, r' ,l m � ,. e ,v 1 ��., f � .�1 s.� �.;.-"'` -" i� � ��i� ��� �jt`�. ��_ c�����-- � -r��� c MN�� � �_�___. � ��� �, .- ----- me�t field requirements. �� L�WE�t R!M To-�2:4� �� � '.� �s.��.. `" �, r � r�or�n�s� ,Y cc�NEei TO � � i�t �� - ��.�.' ���EN�� �r�- ��o�.�� � �; � ��� � �.y-- � �xrs�nNC a� � �.��.F �. � ,.� ,���.- � .�.��� � � .��..V n �M��w � .. . .� . . . . � � . � � �, w �� I ADJUST R M� � � � � �� _�`'� `:.' . � � �n� ��-}�� '`w. � ___--- _�__ ,.r� INV. !N (24 ` � �� INV, OU 2� � � � �-��. � �. E INTO EXIS�1 NG ���. � � �q � �,��� �� ��l � �� �' ��a� -�o- _ 24" RCP WITHt \ 4 �`"" � 1 t � INSERTA TE 1 .�" � \ __ _ _ _ � � _ , _ i __�ti _ . r . .� � _ CONNECTiON �� _ww� ..� �,, �� ,� , �'`�,�� l ��`�"`""` �` 1'� '�`�t a ��� 1�. � �, µ � �"� ���� ��'� `� b..�.� �� � �� �� � 1 � �, � '� �� ;� � \ , � � � �� �� i � �� �� � ��� �� , � � �rt� � � � `� 1�, L��� �� ����'��� ' � � "z, � � � � . � �� � , � � � � � �� � � � .m�. ��� � �`� f l� � � 5 � `t � �, � 1 � � � 4 �._.____ _____ - �� � � k-5' ?xil � 'i �, ��y.a � � � � �.L � � � ,,,�, ��;`. P:\TOV05001\dwg\Master\Ritz-Storm.dwg, 1 1/1 5/2006 9:39:04 AM,babcock ='�� -' --� 7, Ma�nta�n draina e awa from all buildin s. I`�Toxth aRA1N EXi T1NG NH �' � .--''�' ��' -- � .�_ -�~�_� 9 Y 9 �, ��_ ' �-�``r°�� � �'" 8. Contractor to rovide Culvert Ot�tlet Protsetion see detai{ at storm ���, � ,�. �..� :�-� �. P { � � �.� �,,�«. ��., � � v �, � . , me�. � � ,�� .,� � � ..�.� , . � . -0 .� . u. w ,�_ � _ � � . . . _ �. , �,,,� , �� , �,� �, � ' "-"-'- � ��.:.�.��' � � • ` �,-�'-��' �!„�,�-� _��- �`�� �_ .... 9, lnlet boxes ta be ouersized ta accommodate pipe size where necessary. �� �'� ,. - , _Y�. -� ��- " --_� �--- Pravide AASHTO NS-2(? truck load rated top slab to c�ccammodate grate and , , � �, � ``'�� ' ='� � `�� ___ -- ��� ��� frame for c�versized boxes. 0 20 � `�w ,�' ���-��� � ° � `� %�,r% _� ,`�'"�w ._� 10. Al! Reinforc�d Concrete Pipe Join�s shal( utilize plastic Gasket Jaints r, , ,. , , � �. ` � S"IRU RAI. �an GEOTECHNIC L - t��' v. .��;� � 1 � s`."� 1 SCalB: � = 20 � c� . � \ , , r _,�.�. � � �___ ,,,...-> �- which shall be in accordance wi#h AASHTO M198 and ASTM C443 {s#andard .�.u- � ENG{N NO REVIEW & �\ � � G .�-'� '` � - - , --- _ .,.-- _ _ _ _ _ _ _ � _ � .�--� _ . . , . . . . ._ _ _ _ _ _ �'��} l.l �.... ,.w^"" . ��� -,. �.. .... Y .. yw,.... RESO_ D _ RENIIAL SE ENT � � .',� `�,,�-.�. � _ . ��.__ -`�/ .� �,�.- --°=.� v.m ---- �-��s�,�,:,,,.---` specs. for �o�nts for circular concrete p�pe usEng rubber gaskets) I 5 t�F PA7H GOING ON AN ° � ` ; __ _ __.rv__ __ ����.- ,�� ��s .�--- 11. Pipe lengths indicated ara �lope lengths rneasured along the centerline of OFF 4F TNE TOP OF STRUCTUR �, -µ _ Ci�+r�--��-�'_ . �. >��S-`"`� ....--'' ,, , .> .:j_�-- r��------_-_.__� ,,,,.,,,..,. f ' `d f f b fi " 'd f f b � � - . .,___�__�-�� .�.. - _ �� . i ...�- prpe rom insi e ace o ox o msi e ace o ox, � ..• � �` �: �' " :,��----�;� � /'� _ -- ��_,,,,.....-�`"� r'''='� 12. Drainage facilities must be inspected and maintained as required to � � :;. _. � . e '' ' ,�-- � �ti�4 ��� � ;��,- /_�'''"��'� _�'�� �-� __ _- r��;�:�,.;.�� `�°�.,.,,...�- / ,��.---..�'-�"' .��_ �. assure the facilities are functianing properly. ` � �f �_�___ .._�.� �=�t �w../ Y-�p�$✓""_ � ���.",...�'...iw;�i.�' J �,�,,,,,,.,.-. v^"'"" �,,. l �K� �'���� `������ "����-'� µ�p_ _..� _ ,..-- .�,-�-. _ �... ..--��° C�` " ..• y--�- ,-- ��„ �����r--�,,' � ,�,. � � `� �- � �. ../ ,,..� � " _ ` \'11 , �� �� tr, �,V ����- yr ���,,,....- .. �„ ~` �� �,,,.�-° � ..---� � _ _� `� � �.. 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F Vf...0 ���?� �`�t�» a, z�zz ,_� __� , . .f` 1 • �• a�, •�� '�_._/ �2a ,n, 1� s�� � o��z ���� n.��1S'? 8140 8130 8120 811(} DATUM EIxE`V 81 D0.0!? :�.. �i •• ENGI(�EERING INC EDWARDS BUSINESS CENTEi2 + P.O. BOX 97 EDWARDS, COLORApO 81&32 • 970 926-3373 • FAX 926-3390 • ! s ,. • � i � ! i • - • c���R/�r-�v�r.a�rR VAIL RESORTS DEVELOPMENT CC7MPANY Avo�,coz.ox�o DESIGN ARCI�IITECT � � � Denver, Colarado ARGHITLCT(�F RLCQRD GLOVER SMITH BQDE,INC. C7KT,AHOMA CITY,OKLAHOMA CIVIL E�iGINELR t1I,PINL Z,NGINB�RTNG,TNC. �DW��s,coLO�no I,t1.�'�DSCAPT;ARCHITECT S E GR�UP BURLINGTON, VT RMaNT STRUCTURAI�ENGINEER HAYNI:S WHALEY ASSt�CIATL;S, INC. HOUSTON,T�S MECHI�IvIC1�L EL�CTRTCAL PLLIMI3ING FNGINEER AI3S CONSULTA.��ITS INC. DLNVLR,COLO:I2.,�1:70 INTERIC�R D�SIG�T WTLSON&ASSC�CIATES DAZ.r�s,lrx. z,rr�sArc� BC�R ZNGI�TE�R.ING INC. �xvADn,coLOx�o PRdJECT NUM73ER 20941.00 ISSUL It�VISION DAT� 009 PLR.MTT S�,T 11 j17/Q6 00$ R�,VIL-r�SET 11 J01 J06 007 75°lo CDS 06J02/06 oa� �o�ia c�s Q4/28/06 005 30°/a CDS 01 f 27J06 �aa� Hu� 1a/�o/o5 su�avu�z�cAZ. 403 HUD 12%13/05 SUBMITTAL 002 DD PHASE 11/16/05 SUBMITT�L 001 SI?PHASE SUIiMT`S`TAI, • Q` 20` 4Q' Scale: 1" = 2�` � ► 11 SEWER r � � � � �i ( �j ��� .. t! , �.� J _ ; � � i � ti � /' /' s ''`/ �i ( �.� � � �`� � ���� �� � �� c.��,�� � � '. I � � � �, ��' �,,�'"' ��S� .��p�� '� 1 �, r�i j � s �t +4� `s, ; ER�MANHOLE MH 0619 � � � � � LEGEND � j y�l ff'� � � ��}� G�vSp � �� �� K i ' � i��/ $���.�� ` r',� / "� � �� /,--� � � .,... ._._ ``-.,.� � ��' � % �'� INV. 8128.2 ,�'� / \ PROPERTY LlNE .,,, � � ; ; � � / �'�INV (S} = 8125.8` `��.r'"� ��� /��� �c��f;`� �/ �• � ____. ____ ._.� ..�� _____ ._._ __._ l � ``r� ,��� � ,�'� �� �� � � I j � �� SEWER fv1ANHOLE MH �620 '"'" ` .r'� � � / � �,��� / /' EXISTING EASEMENT 1 � �� � I t � � I/ ��� � ���� ��� �� � � �' � � � � �� �i� = s�zs.7° '' .s'. �� �� � � �./,.�j �' '` �� Fx�s�tac �ui�.D�r�c / / ! � ��� .� �a 4 � i � � s�w�R r�Ar��oLE � � �„ ir��r (�) _ ��2�.�' -'' �S�,s' � ,� r � " � ' . .rr' � Cs�`.,r'''�/`r �'' �,�'' x ---------------- EXISi1NG EDGE OF PAVEMENT l I � ;��f �� � � �_____ _.._.,. __.____ Y�__w_m__��._._< __._�__;: _____�_�.! 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BOX 97 ••, �...r. ,,,.-�"' �.r•- �� � -'.w°'� � '� � ''�� ,,✓' �.,,✓.s" � ,�„-"��... . 970 5Z6-3373 � FAX 926-339Q = f ,_,�---.� �,,, a _ �_--i�...�-' .i -'��' -° w.. ° r'' ✓ s .s''� .� ...�'° ---,.-- --�"' .�► � a � � � � � � � � � � (,,,� U� a , r � � ,� �.�/ U j..� �� a � �,� r'`r � T� A �+�1 �""'� � � � � � QWNER jUEVGLCJPER VAIL RESC}RTS DEVEL�PMENT co���v� Avo�,coz.o�o DESIGN ARCHITECT / / � Denver, Colarada ARCHITTCT OF RL:CORT� GI.OVL-�,R SMITH BO.DE,INC. QKLAHOMA CiTY,C}I�I.t1HOMA GIVIL ENGINEER ALPIN[:�NGIi�iEERING,INC. zr����.ns,coa�oz�o Lt1NDSCAPL ARCHIT�CT S E GRC�UP I3URLINGTON,V�Rtl�IC7NT STRUCTURAL ENGINL�R HAi'N:FS�HALL�Y ASSC�CIAT.�S, r�c. HCIUSTON,TE;XA.S 1 i -i MLC�[t�i�°ICAL I.LLGTRIC.t1T.. PT,Ul�TNG ENG'rNE�R ABS CONSULTtIz`�TS INC. DENVER,COLOIt11i�0 INTERI�R DESIGN WII.SQN&ASSOCIATES DALLAS,fiX z..zrE sAr�rY i -I ! -1 Y B E,R�vGIN��RIN INC. C G �.v�.D�,col..oz�o PROJECT NUMI3ER: 20941.40 ISSUE I�VISION DATE oa� �E�T s�T ��/�7Io� 00� REVIEW SET 11/01/OG 007 75%CDS 06j02J06 oo� soQi4 c�s o�/2a1o� On5 30%GDS o112�/0� 004 HUD 12/30/05 SU�3MTTTAL 003 HUL7 12J13/05 5UT3MITTAL 0�2 DD PHASE 12 J26/05 sus�r'rr��. oa� sD n�s� SUBMITTAL �02'%�i o� 20� �o� Scale: 1" = 20' I • . � � � � r j * � i� Provide C(ay Dams at 100' intervals � SEE PLANS FOR CONDUIT SIZES ANQ �'S Road Surfc�ce ar Existing Ground Backfili with Na#ive Material fDo not use any Rocks greatar than 6" ;�.Y-r,%,-y"= -=r` i ..% �/ "--� �,,' �-.�.-,..r-',% �-�'r y'�-''=`Y'''',�'.ii ,- i�r�;%°:''�%-'`�'�s,� i ,,,f ..f,.y,+i t- ,`'/ ��.r r �,i'fe / �"-::r'�;'.«"= L i a v E � � %�o �. V'�.> >`\<��.\':��.,'�'" � ,,Ft \.�� �: �A1',�< ` �l�,��',,,4 y r,^r�,,�lr�'��`,'`;�Y�;� SEE PLANS FOR GONDUIT SlZES AND #'S 3" Min. Separation 16" Minimum PRlMARY ELECTRI � TREI� CN Apprax. Scale: 1" = 1'-0" 4" copper downspout_ circular pipe Finished grade PVC Plug, belaw grad��n londscope areos, flush in�+ Rodd Surface or Existing Ground Sackfili with Native Moterial Do nat use any Rocks greater than 6" � � ; � ���-�� ,..��� .� \� . /'ti rJ`,� �� � �°�" ��� w^''L`.�^" -t�r��f\ % if.!,,�f`'F/ "y�.�� 1�-�-j`��"�y`}t'°,�t�q f`'\'� ,� �°\�`% r `'�,,\k 1 i..,� ��..�t,i-,�„`i _-"�`��� ���`� ��, � 1 '"' ` -'"1-�'1'i� '''�, � �/f�}i'�� i�'C`�'tr't�` ��'") '�"�t'" �1--/`\ .�r`� \ ��/ .� i � �y",a ..�, 3�. A A �� � j �� � ,.�-° ;- �_,. s.-`��;.-�t ``� / �� O� �� "}.-c�'` t �-'�.,,a-� "q y"S.� `��� �"' ,� �� �.-.*.�`���� '�;..Y �`�-1--'°�{°\,'�,�� U '�``. O'�`�" "�'�C= �--i � 'r�` � A �' �'�,\'��v�`�.,�..;�" ��� �'i""' -,,�\��w 4 � f��f�'`�i_!.����~-""���' -°°T �'--'� f' `�j � � n�"�� � ,,��..�` �'�-;r""� k*-'C'� .�.,����,ti� � '��'� ��`�-�' �i"�-'�-���- ��-1-�f��,,, . � `'�;*,�s '°�t_.--r;"1���"--°'�.,,i. �'`�.,� � !;��`,r''l,,,'' �--t..--�i °�1�.��-�='s ,°�t;-�f',F/ � � �,�/ -..�.--.�--.'�,�-�- �, ti.,`/, � �, ..�-:�� a--� � ,. �.��,�',i� °�� r°`�.�����,� _ �, �"- ,, ``,%�'�-�,�--'" � `�, � -' _�.� ; `',� ...� -=;°.= w--� ,,` �, ,� __ ���� �� .-�-- ..--- .---� ��r , _--�= _ =- �== r�. / i_---~ �----°°�/'/ ��� °`=" �*�� .�-f ;��'� Select Fiii �"-'' " ,� `. ' ' f` Read Pipe Bedding a�'��� \�`��`���� �`�.�``� Section {Typical) �`-'��``/��.�`;�,�`y Trenching and gas iine 16" Minimum insta(iatian by Xce! Engery. GAS TREN�H Sc41e: 1" = 1'-0" 4" section af 4" pvc: with pvc plug {flat top) installed with 3'"t hole cut and calked. Insta(I 1" below �nished grade in landscape areas and cover with topsoil 3' FINISH ROAD GRADE -fir.�,�r,�✓f:�fr�r,�,��,�ffrr�r.�,�i BACKFlI.L WITH APPROVED j,. �.,` `' `, � Y"� ' . _,�'' , _...,_ ____�.. __._._._� .___5�"_.�,.�_,�, ._,._.. _.. _... _� ._�. ,„� _�m__.__ � SUITABLE ONSIIE MA-TER AL-. � � �, L ,�� �, � `� ���''J''�'� '%��%�`�'%" OR 3 4° SCREENED ROCK. �,r ;,�>;� ,�,,,� ,�� f '^ ;,�xi,;'%�;�;''''�,� �,;�•;>`"� f�r'y%'���k �� �' �� � � f� ;'��}�,�,����� ���� PROVIDE 2-FOOT OF ,, 3f4 ROADBASE OR � �,�� ��^�. � .�� ,> �r }. ,~� ��� � ,� �� �; 3f4 SCREENED ROCK ' ,'i, y '��` ��' � :�, OR SCREENED ON-SITE N �� ��{`w� ��, �--f J�.�,� 1-1J2" MlNUS MATERIAL „ ,< , �n ' ,% r' ;��''`��f �e;�` }.,�; AS APPROVED BY ENGINEER. � �'��,;� n ��� �' � j�,`` 2 }c��� S �..,-,`� � �'�� � ,� �,-�`� '��'�� `, � �'`� WARNIIJG TAPE �. �_ ; � ,,t , " f� � _ 1�� �e �a� �� . �� ��� � � � '''�� SEE PLANS FOR ACTUAL `�� ` " ` ''`� ''�� CONDUIT NUMBERS AND SIZES . _, � � :� = < �_ fr , lu�� .,_� � �.�.>t ��.�._'�.� E�ECTRiC {2) 4" CONDUIT CAN/PHONE & F.O. (2) 4" CONDUIT 6" MIN. SEPARATION BETWEEN ELEC. & CATVjPHONE CONDUITS NQ�: PROVIDE CLAY CHECK DAMS t� 100' INTERVALS IN AREAS OF NIGH GROUND WATER. TYPf CAL J41 N T TREN CH M Al N LI N E SECTI ON Scale. 1" = 2�-0,� hardscape areas � . , � .. .�\. ......._. 3" recta g dow. p t 6°x4" reducer - -- � � : � � , . Instalf 1" below finished grade in landscape arec�s and cover with ������-�`,�� � 6" PVC topsoil. Install flush with �nished grade in hardscape areas. 6" PVG Notes: 1. Verify downspout size with Architect SCAI.E: NTS ROC�F DOWNSPQUT Ct�NNECTION � x I:.f z � O N � 0 z O F=- Q z m � 0 � x ¢ � � � _ H c� z J � � a � CV :- � PLAN ��N_5����� MH FRAME AND COVER �ROUT D & L A1043 OR EQUAL RING 8t CdVER-SET Td PARAL�E� FINISHED SUR�'ACE ADJUST TO REQUIRED GRADE WITH A MAXIMUM 0�' ONE-2" TH1CK REINFORCED C4NC. GRADE RINGS SET IN NON- � a o� x SHRINK GROUT I <L ' , ' , � � � PRECAST ECCENTRiC CONE � fl °� �� � lNSTALL 1" DIAMETER RUB'R-NEK ' (OR EQUA�} JOINT GASKET AND �ROUT 4 JOINTS INSlDE AND OUTSIDE, GROUT LIFT q HOLES ON INTERIOR, INSTALL 1 1 f2" .� DIAMETER RUB'R-NEK ON MANHOLES ° MANHOLES LARGER THAN 48" �n ._...._____._._�.,�._- ----� PRECAST REINF`ORCED CONCRETE d MANHOLE BARREL PER ASTM-C478 A d WITH STEPS 5" MIN ci � g �� � � a. � ° 4'-Q" DIA INSIDE LIP fi0 BE HIGHER INAN OUTSfDE LIP T�?P SECTI�N No. �F67-T42C-TA 6,49Q Ibs. BASE SECTI{�N rto. 4s7-s-�-a 7,160 Ibs. Galvanized Puiling Iron-� 2 Each End, 2 Ends Top 8c Bottom � 2" Dia. Ground Rod Knockout 2 Pfaces In Floar FRAME & GRATE PER PLAN � 6'-10" � ivi -- �t-v ! -- i t-�- Scale: 1" = �'-0" Galvartized "C" Ghannel 4 Each Side, 2 Sides 4 Each End, 2 Ends �,,-42" Dia. Access 2-Ton Lift Anchar \ �4 Each Side, 2 Sidss 3'-10" 7'-6" 2vEach Side,V2 Sides�� � Top 8c Battom ,/ 4'_1t}� Term-A-Duct �.4" Dia. FINAL. GRADE CONTRACTOR TO VERIFY EXISTiNG ELEVATION OF GU�VERT AND LOWER CONDUIT AS NECESSARY TO ACHIEVE C�EARANCE FROM TOP OF CONDUIT Td ,f �'f ,' r; , , BOTTOM OF EXISTING CULVERT. ,� � � 1 �` ; r r f � �,' • � 4 �.. 1'ti`� �� , `� . � ` `,, � , , , � `� . �, � ��.� , �. --,-.., r / , � � ' r`� , '�/ �/`l��,��� � / ' � � ' � � �,.��` ,�'�'� � ��,� �%/..,r / . �' �.,.1, � /� . \.� � �\ \ �� l\ � �� ( ` . ` f � \ '\.l ` /�\ �`+���,af, t` ��� �� �i � ` ` � , � � ' ,r� \ ` �,� � `�,;',,`� / , �� j'�/ .�\� , ... .,. � ,� . : :: � _�i ! �' �� �� ��/� �� �i /�/ �l � EXI�i1NG CUI.VERT � . �,o ,� ;f \.���` % r��/�'` �' ., �� � . �� � , � �,:, �� ,�°r'� .�� �,!A �`� /����/ ��V� %�� ��. A / �� i A�' �,.��, �, � � , � ��, , , ., i J� i ;\,s �,�`,/ � ,! � � ,� . , '�/ i ��",�'� � � � ./'l ��' ' / %`� ,/ �j' ,`V`�,!,%�� � '� '`, , � r �\��\.f���� r/�~� �\��.��.� � ��,,f '� ``'s _ : , �` ',; �, .�% � , , r� . . 24" MIN. PROPOSED SHALLOW f'' UTILITY CONDUITS CI� �VERT CRUSSING aVER CONQUIT Scale: 1" = 2'-0" d- OQ 84" �t � � 0 � � �� �-� °� I �f � ► � PAD P�ACED ON VAU�T AS SNOWN TRANSFORMER QN PAD 56° i� � � �4 l 4�'i� ? t1t t� itid. � ,`� p t4 ? 't� � Pt'�/,��4�7-�( 4V° �1 S4ti i�� � I1 Lt�� �� �„�� -��!°�,i;���- 3 , �. � �� �, �;_ �ti,� rt�x� !rT"`? , c 5 l-_'`�``�r �1���7�%� °a �4 g ¢� �l s ;x-�;��� � g � , `} , ���j��, -� � t� `� t "� �r.J 4t. t S? )� �.�{ ��j tt �1.�� � �� -t. ���,�, ,{��}, tti ,�� a � _ �� r.� r ��,t 1��.� � ,i,:rtia--a1:r,�'"u-n.�:a,`�; t 12 VAULT CENTERED ON BASE � sECTioN THREE PHASE TRANSFORMER PAD, BASE 8c VAULT �150 KVA 8c SMALLER� UMI -- 13S NOTES Scale: 1" = 3'-0" __.___��._.____._.�_:____TYPtCa�i�A�tSFORt��R_���i�It��E____�.___._. .____.�_�.____Gt�htDt�hT END����t�1t�5����EAtED___e_ _�_w___ __...�__ ____._. 2. BACK EDGE OF TRANSFORMER OPENING (WITH OR WITHQUT CABLE) 3. 3/4" HO�E. TQ7AL OF F'OUR 10. FOUR KNOCKOUTS 16" X 16" 4. LIFTING HOLES 11. FOR GONSUMERS INSTAi11NG SECONDARIES, CABLE TAIL 5. BACKFILL TO BE COMPACTED TO SHALL 6E 6a" LONG MEASURED FRQM TOP OF PAD 95% STANDARQ PROCTOR 12. BOND �2 COPPER INTO GROUND SYSTEM WITH 6. SQIL UNDER BASE ?Q BE UNDISTURBED OR ROD AND NEUTRAL COMPACTED TO 95% STANDARD PROCTOR 7. SECONDARY CONDUIT PER NEG. MAX. OF DESCRIPTIQN APPROX. WEIGHT H�C. MAT'L. # (9) 4" CONbU1TS. LOCATIONS TO BE SPECIFIED BY H.C.E.A. PAD = 3400 LBS 40500 8. CONDUIT OPENINGS IN VAULT SHALL 8E VAU�T = 3500 LBS 40700 GROUTED WITH NON-SHRINK GROUT BASE = 110Q LBS 40150 ,:$ �<# �.. � �.._.__,. TYPE 16 VALLEY A I I e z f..,f._�-i■�.{ 4 O � FRAME AND GRATE � �~`1 N � � >-�'' � .. JOfNT DETAI� �» � �,_°n R f SER 4'-0� LIFTING INSERTS ��_6� P�AN VIEW � {2)PER SECTION � ►� � �� 9'� � �� a LI FTI N G \�,,\ INSERTS \`�.. ��i�� ' � :<' ... �a .0 �$ ia t'-10" 1'-10" � -•- 6., 2'_p" 6„ 9 1/2" 2'-b" � �I2» LEFT SIDE VlEW SECTION A-A � CATCH BASlN --.--- -.-,-��sER- - ���� HEfGHT CODE WEIGNT WT. 3,740# 1' CB23i R 930# 2' CB232R 1,860# 2'x 3' C A TC H B A S I N �' �����R z,79°# N.T.S w � m � i�10TES: t3.50" 1. CATCH BASINS ARE DESIGNEQ TO MEE3 ASTM C$58 WITN AA�HTQ HS-2Q LOADING. 5 QM � 2. 4PENINGS MAY BE LOCATED AS REQUIREd. � �t� 3. CHECK HARDWARE SECTlO�J FOR OP110NAL ACCESSORIES. � � �� NON-SHRINK GROUT ri "� �J C� � �� �� HiNCm cRa� cov� POR EA5Y ACCESS o �� o h G. J AJ(ll 11... ri � � . d . � °<�� INSIbE DiMEN. .<� ����"�����- � • EX N ( .�,�; xM��'`�"� ;��u'�w. » . .,__..�. �_�d...,,.� . w,._wu.�,.. ��_ :.�. �� 4....w r��..,..w a.v w� _,�.,. ,:_w�. ,._��u�,,��.n,.. . ,r� .v� ry�.�.w. �. ��,��._.,.� ..�_r,. �.,��w ��r. ..�. _ ,�, ,...., �u.._..k ..,.. .. .nu: .�. .w._..w.� w.�..,��,_�� ��.� �.� .,..,�_� . _ �,,.w,n,. ..�. ... �. v_.wv ��..� ,.�. w,.��..��. w � .��w, . �.w,ti.., ,,m<.w....�.�� ..��,.�.�_.�_ ���,tr�.w,x... �.�.... ...., M v..��,:. ,��_ �k..,��w�.�mw �, v, .���._., .�... � ,,w-.µ..,� ,� . �. �,� .=w �,x P�� � _.� . >� TQP 4F BENGH `����������� �;��� '�`���������°� �. �� ;�� �,� ,� A�� MANHOLE STERS HAND SNAPE AS �� ��`�������$���` ��` � �_ �_.. �°� WITN 81TUMINOUS OR NECESSARY ARQUND PIFE PENE1RA31QN �ASKET � 4. 18" X 18° X 2° ���� fF��" � PLASTIC GOATED q PIPE TO PRQVIDE PLACED IN CORE TO ACCEPT KNOCK-OUT {TYP} PIP � R- - A - 0 E K4 N SE L A L K MA INDUSTRIES a , , , z DRAfNAGE co OR E UAL Q _ a _ _ _ .` „ .. a . _ _ _ `�. p�.EQUA� � cv �? � z °� � � � SG?UARE INLET FRAME �8c COVER � FLOW • � '< �- . � 25 1/2" aQ � :.. . a., .. a �... - � ��i'� � a ° °d .� � $ �""` ., �' SQUARE PRECAST BOX DETAIL �-� 4 . , �Q °� ° ° °° . o n a a a � o a P° Sca1e: 1" = 2'-0" nA» � �o a b � b p� �� L'T ��m.. z� Z � : 6 ° ° ° n a� ° � ' a o . PRE-CAST MANHOLE BASE AND � 31" ` �� w FIRST BARRE� SECTION CAST � � � 6'-4" MONOLITHIC AS7M-C478 �i � �� V/'� 1 �v t-1 t_J i1..i! 1 V if M ( V i' +J�M t � � � � �� � � � SECTIQN A-A ��NERAL NOTE 1. A�� CONCRETE WORK SHALL COMPLY S TA N D A R a M A N H 0 LE �� ���T ACI-318 SPECIFiCAl10NS Scale: 1" = 2'-0" P:1TOV05001\dwgiMastertRitz-Retails.dwg, 1 1/1 5/2006 9:59:44 AM,babcock � � $�» PAd CENTERED ON VAULT = I Rd" VAUL7 CENTERED ON BASE SPL.ICE VAULT UMI-35L ( FEEDER � SCALE: 1" = 3'-0" NOTES 8. GRADE RISER. 1. BACKFILL SHALL BE WE�L COMPACTED 9. CONDUIT(S} INSTA�LED THftOUGH KNOCKOUTS AS REQUIRED. SHALL BE GROUTED IN P�ACE, SHALL BE SPACED AT LEAST 2. SOIL UNDER BASE SHAL� BE UN I R R � D STi.1 BED 0 LEAST 1 FROM ADJACENT CONDUITS AND S A H LL BE _..._._.___ .._______ _.__.__... ...__�____�.__.__.___._____.__._._.____._.______._.___..____.m_...__�_---__�__.____;,___._._,,____.�....�_�__�.�.�__�,__..__________.___�._._ �._._.._ WELL GQMPACZEQ. CUT OFF 2 - 4 FROM THE INSIDE OF THE VAULT FACE. 3. WEi' SAND SHALL BE COMPACTED AROUND 10. GROUND ROD GRADE RISERS. 4. ALL. PIECES {EXCEPT FOR PAD) SHALL BE JOINED APPROX. WEIGHT H.C. MAT'L # WITH A TAR TYPE SEALANT. 5. SIX KNOCKOUTS 8" X 14" IN EACH PAD = 42Qfl LBS 40420 VAULT SEC710N. 6, �iFTING HOLES IN PAD AND BASE. 2' VAULT SEC110N = 3QQ0 L8S 40800 7. LIFTING HANDLES, (4) PER VAULT SEGTION. (MINIMUM OF 3 SECTIONS} SASE = 3600 �BS 40200 1 1 j2" $� Flush with Curb t1l¢"� face. TYPE 2 1" LEG t��4yy) Thread 3 1 J2" 24" MANHOLE RING 7 �a a;a�' a.o. i� 4. 4y o;°e °;�,a and GQVER � ,,_ n' ���= 18�� LOtlt� � $ C s.5-f' �,;a ���,,.. � c° � �a.� _ N0. 4 BAR 1 1 j2" Pipe Spacer � and 1 1j4" �ock Nut ¢ � � 1 1 j4" Dia. x 24" � Gaiv. Steel Rad b �°u, � 2�-6�� �.C. � � 6>_4� ���n» 5 1 l2" 0.C. � c5 0 Back af Curb � �f4� �..� � �Flow 4 , x.4 �. . • �a One 1 1/4" Dia. � Fiowline 4" 3"x3"x3f8" Plate � � . ROD in 5' INLET 4, " � HH � �' � CURB FACE DETAIL � . � '-. . � . _ : �� Place entire assembly before pouring concrete /1 \ A 2" DIAM. TEMPORARY HOLE 3�`d� �$ ���--- 3'-�" � � ' FOR DRAiNAGE SHALL BE PLACED Gutter Trc�nsition To Sta. Gutter Transition AT SUBGRADE E�EVATION OR A Paint Iniet Pay Length MINIMUM 3 INGHES BE�QW ROAD BASE. THE HpLE SHALL BE PLUGGEt� PLAN � �en a Type-R inlet is used with Mount�ble Curb WITH CONCRETE BEFORE ACCEPTANCE 2 and Gutter, 5' transition shall be required. OF THE INLET 2% {2)�fi HOOP 34" Diam. Transition shaN be payed as Gurh and Gutter. See CU$j3 FACE DETAIL � with 12° Lap . a � , _ ,: . p!�' "'�'�'T"��'����T � �° a. #4C�D 11' C}.C. 4a c� X � � 4(� 11" O.C. N0. 5 � 5 1/2" O.C. � # a � a � � nl m. #4C�D 9"O.C. X = �. � 4.p � #�lY' 9� V.li• ' '�'. a � � - n .. a: '�'e.. ' �¢ '7 � . ". � . ', . � � '.-� .-°-'r 4 A '�s- .' '_,y. " ,��. C�! Q `d ta L L � � #4� 6" O.C.�i 2Q" 42" � � #4@� 6" 4.C.(� 20" VAR 6'-8 n x �... _ ... �` "' SECTIC�N "' PROFI�E TYPE R STORM 1NATER INLET Scale: 1" = 2'-0" DRAINAREA = fi2.7 SQ. INCH GRA7E HAS H-2Q {HEAW TRAFFiC} DOT RATING QUAllTY: MA7ERIAL SHALI. CONF4RM TQ ASTM A48 - CLASS 30B PAINT-. CAS7IN�S ARE FURNISHED WITH A �I,ACK PAINT *(1) ADAPTORS CAN BE MOUNTED ON ANY ANGLE Q' 70 359' *t�� r�i CAST IRON H-20 � ��n RATED GRATE � � c� w _ ,� INLET AND OUTLET �- ADAPTORS AVAILABLE � 4" THRU iQ" z w VARIOUS TYPES OF ¢ OUTLETS WITH cx WATERi1GHT ADAPTORS > �a�: CORRUGATED POLYETHYLENE SDR-35 SEWER CORRUGATED PVC ULTRA-RIB PYC 12" DE�AlN BASiN 1 ' AREA iN�ET CI Ro i1 tl Ci I SttJl Sail Pipe Subg SEE SPEC1FiCATIONS FOR COMPACTI4N REQUIREMENTS o ,�,ti. r , T r ,;,� � �o� ,J BEDDING ZONE . �d� i,'� ' SEE ABflVE ��z ,��, . xw� �; '�, � ��� PIPE SUBGRADE, STABlLIZATION� ; �;�;�t �� ,�'j� (, ,.�Q� MATERIAL I� REQUIRE� i,`,;i; ,f��>��,,/;,>;i ��o TRENCH Z�NES CULVERT BEQDING ENGINEERING 1NG EDWARDS 6USINES5 C£NTER • P.O. BOX 97 • 970�26-3 73 a��AX 92&33390 • � a � � � � � � � � � � � � O � � O ,�'� U � � t� � W �' � � � rF� �� V 1 rT� OWNFRJDEVGLOPER VAIL RESORT'S DEVELOPMENT ���.A� �VON,COLO�tlllO D�SIGN ARCI-IITECT � � � �� Denver, Colorado t�RCHITLCT OI'RE:CORD GLOVLR SMITH BODE,Ii�iC. CJKI,AHC�M.A CI'l`i',OKLf�HONIA CIVIL ENGINEER ALI'IN�ENGINE�RING,INC. �n���s,co�.o�o z,�DSC����RCxr�r�cr S E GRC?UP �URI<INGTC:�N,V�RMC7�T � �TRUC 1'IJRr'�;L T?NGINE�R HAYN�S WHALEI'ASSOCIATLS, INC. E-iOUSTON,TEXAS i�r�c�z�zc�.��.r;cr�cAZ, PLIJMBING ENGINEI:.R ABS C(7NSULTAi'�ITS INC. DEN�rF;R,CC?LOltt1.DC7 INTETtIOR DESIGN WILSC)t3&ASSUCI�1.`TLS DALI.AS,TX LI�F SAFI,T'Y �CER��TGIi�IEERING INC. t�RVAI�tl,COLORADO i'RC?JECT NLJ�II3LR: 2Q941.Qb ISSUE REVISIt�� DATE 049 PFRMITSET 11J17/O6 008 REVIEW SLT 11/41Jt3G 007 75°lo CDS 06/02/06 006 50°lo CI7S 04 f 2$JQ6 OQ5 30°10�DS 01 f 27/06 004 HUD 12/30JQ5 StJ13MITTAL ao� x�� 1211310� SUBMITTAL UO2 DI�PHASE 11J16%05 SUBMI'I I'AL oa1 sn�x�.sE SUT31117'I"I`tiI, �'i1►1 �I i ►�J�1'�f ;I\ � . • s � � I i i ' Gutter VARIES t�t 12:1 MAX. Gurb Transition Sidewalk Transi#ion � � s a a' 4., �" ��, �. .. , x: � ,�„. � . '.:;,. . ' � .._. :. ... • . � Permissible Joint with Epoxy coafied deformed No. 4 by 18" bnrs conforming to ASHTO M284 4t 18" spacing. Paid for as Faid for as Concrete Curb Ramp Curb and Gutter ' RAMP SECTION VIEW Scale: NaNE 2'-6° 2'-6" wng Surface �_ �Sidewalk 6°-� �DETECTABLE WARNING & WELL 2' t� 20:1 TYPE 2 �URB RAMP Scale: 1,• = 4,_�" GENERAL NOTES: t. Rpmp pnd wing siopes shaii not ba steeper that 12:1; dimensions shown shall be modified, as necessary, to meet this requirement. Ramp cross slopes shall not be greater than 1:4$ (2%) 2. Concrete shall be ciass A or B with W4VF' Welded Wir Reinforcemen in r m . e t a ___._._.____..____ ____.__....�.w.____ ___.___�____..�._..____._____,__..t .____...___.__.�. _.____,______.,_._)__..____.._._._�_�.___. P 3. Normal gutter flowline and prafile shall be maintained through the ramp area. 4. Ramp surface shali ba textured with a coarse broomed finish r�nd scored with groaves (1/4"t by 1/4"f} spaced at 9 to 12 inches. 5. �ng surfaces shall be textured with a coarse broom surface only. Curb and G� Length = F�4W LINE ATTACHEd WALK VARiES DETEGTABLE° WARN{NG 8c WEL� �� `",- � � SEPARATED WALK �.�.�,P��' �OBSTRUCTION TYPE 3 �URB RAMP Scale: 'i" = 4'-0„ GENERAL NOTES RAMP AND WING SLOPES SNA�L NQT BE STEEPER THAN 12:1; DIMENSIQNS SHOWN SHAI.L ���R 6' FOR 12:1 RAMP BE MODIFIED, AS NECESSARY, TCl MEET THiS REQUIREMENT. RAMP CROSS SLOPES 8' FOR 16:1 RAMP � SHALL BE LIMIIED TO 1:48 (2%). � CURB SIDEWA�K TRANSIl14N CONCRETE SHALL BE CL.ASS A QR B , TRAt�S1110N „ 4 �" �, . .,�s�'�': � NORMAL GUi7ER FLOW I.INE AND PROFILE SHALL BE MAINTAINED THROUGH THE RAMP '`�� AREA. � p.�, IF POSSIBLE, DRAINAGE STRUCTURES SHAL� NOT BE PLACED IN LINE WITN RAMPS. LOCAT(ON OF THE RAMP SHALL TAKE PRECEDENCE OVER �OCATION OF THE DRAINAGE PAID FOR AS PAID FQR AS CONCRETE CURB RAMP SIRUCTURE, EXCEPT WHERE EXISTfNG STRUCTURES ARE BEING UTILlZED IN THE NEW CURB AND GUTTER GONSTRUC110N. TYPiCAL RAMP SEG110N VfEW THE TYPE OF RAMP SHALL BE AS SHOWN QN THE PROJECT LANS N G R L P . I ENE A TNE RAMPS ARE lNTENDED TO BE USED AS FOL�OWS: ' P J - PERMISSIBLE JOINT WITH EP-4XY GOATED--DE�k�ME�3_._p�p,___q.______.______W �___�.��____.._�._ TYPE 3 RAMP IS FOR USE IN AREAS WHERE WHEE�CHAIR ACCESS CAN OCCUR FRQM BY 18" BARS CONFOftMING 30 ONLY flNE SIDE. AASNTO M 284M AT 18" SPACING. � GRASS OR GRAVEL AREA ADJACENT TO � DESIGN FOR BACK OF WALK NEAR RAMP AREA WI�L r w RAMP, WING OR WALK THAT IS NQT BE AS SNOWN ON P�ANS flR AS DlRECTED. APPROPRIATE FOR WHEELCHAIR TRAFFIC. �;s£ �t �� �.' WING SURFACES SNA�L BE TEXTURED WITH �>��� �� }x� A COARSE BROOMED SURFACE ONLY. a N � tV N � � � _C �- --• 6 itter Sectian See Pians CURB 8e GUTTER TQ 2' PAN TCJ CiJRB 8c GUTTER TRAl�SITION Scale: 1" = 2'-0" , _ 48" _�� 48" , � - r�{„ - _ _ _... . L`t �» n» --------- . �Cl L � ' 1 � 4 � � __.----- a � � � ° � � ° � � � N Q1E: a CdNCRETE SPECiFICATIONS; Ss, 4000 PSi, 564 LBSfCY 2" Instalf #4 Rebar at 18" WATER CONTENi LESS THAN 0,45 On Center Bath Ways AIR CONTENT = 6� +/- SEE LANDSCAPE PLANS FC?R COLOR 1-1 j2% 3/4" AGGREGRATE AND SURFAC£ FINISN RE{�UIREMENTS 1.5 LBSjCY FIBERMESH AQDITIVE �ONCRETE PAN -- 8' WIDE-- 2" DEPTH i � � z eY r Q (V N N � F�°����e o ``. � Ftaw/in� r � � iw � `�. d- TAPER CURB ROM ��Y FU�L HEIGHT TO ZERO g� Curb �and �utter Sectian Pan Section Curb and Gutter Section Length = See Pians g�_p^ Length = See Pians g°_p°� Length = See f�lans CURB 8c GUTTER TO 8' PAN T� �URB 8c GUTTER TRANSITION Scale: 1" = 2'-0" 4n HBP (Typ.) 'I 2" CL ��� 2� or ,. �� or See--- Flans� 12 �„ �„ ��� Se Plans � � � � ��� � � � �,f�` � u 7'��, r: '^�- . � "��-�;���i3€'�`„�,�`���z�P���i ��� Q fy�,�.,��`?„� � .����`�a� �'n��i�<<�,rti r„�.����,�,".w,n�{� .r.w.r d r,.�.�r�..� .,�;�a�,'��;�z."�`�n��'a��s�'�.',��'.'�w�.�a�n,$;n�.;€ � . �° - 6xswz.4xw�.4 "� Welded Wire Fvbric CON �RETE PAN -- 2' WIDE s�Q��: �� = �'—o" P:\TOVQ5041\dwg\Master\Ritz-Details.dwg, 11/15l200610:00;07AM,babcock 4" 6" 1'-8" R=1/8" to 1/4,� R=1 1 f2,> Flowl ine � R=� �/z^ to 2� � . �� R=9/8° to 1 j4,� � ° ' � v ��2 � N .,y . ' a . . � r . 4 . � ' a . ' � .o �✓ a' v. 6 Q ., O ,� . ' � ' `� . a d . . `e � .'�sL . 'q . 4. � {i d � a �, � ��r, � (!) SPILL SECTION 4„ 6„ �,_�„ R=1/8" to 1 f4,� R=1 1 f2>, Flowline y � R=1 1 f 2 to 2 �R=1 f$" to 1 j4" ° 12 � . 1 � � N q � a. ' .4 a� ,a . � . , a. ' .. � p n p . � �� a . `5. c _ ed . O � �, . , . a : �D b 10'� CAT�H SECTION MUUNTABL� CURB 4„f 6,,,�1 '_8„ SCQIB: 1" = 1'-0" Note: When bars ars required to tis to Raadway, the gutter thickness shail be increased to the pavement thicknsss (T). Bars shall be epaxy-cooted #4 conforming to AASHTO M 2$4 and spaced at 2'-6" o.c.. They shalf be inserted T/2 and 1 f2 length into the gutter. 2'_p* 1-1 f2" 4-1 U L � \1 ( ( I � d /!/\,�,..��j��� S : / � "1�`^'�_�` , ,Q .'. ' � tS' , .. . �..�=� .. ' " _L. � . ��' . � . . 4 b , ���. � ., ' , d ' 'S .G ' ' GS�" ' , . . . . U . a . � dC 4 0 - d NOTES: 1. BAGKFlLL, SEE DETAIL OF CUTfFILL SLOPE 2. S�OPE AT 1" PER FOQT 3. 9-1/2" RARIUS TYPICAL 4. S�OPE TO MATCH ADJACENT PAVEMENT 5. PAVEMENT, SEE TYPICAL. PAVEMENT SECTION 6. PROVIDE CONTRACiION JOINTS 12' O.C. MAXIMUM 7. PR4VIDE EXPANSION JOINiS i p0' O.C. MAXIMUM 6" VERTICAL. CURB AND GUTTER �Ct�f£: �n = ��—�n CONCRETE SIDEWALKfBiKE PATH RE:LANDSCAPE F4R TEXTURE� AND FlNISH EXPANSlON JOINTS RE4UIRED EVERY 300F7 14' % S(aPe � 1/�" per Foot ( ,4 . -. � ' . . .�' . . � ' - � ,. ., , � ° '�, � PROPOSED CURB ANQ GUTTER � ' ., , �. . � ` 4 ,�� . 4 . ` . 'G �.4 � � . - �: . , e _� Vtl _ ., �. x: � � � ° � , .. ,. � � a a a � � �.. . . � ,: . � , � . p � � , � �, i..� q�.J �' �G 7 i�TL.7 70 ' . . ' '..,z• .,,� ' . .. . . . ,. . . _ .. ._ ... , r' .. . ".._ GENERAL NOTES: _�„�N�ar .� .�. a��. .w���,. .w.,.����. nrWcurve�� ...a�.� a��,v,,�, �s an`'°cn wan' ar°�g� er vre�.no e��p�z� ��- �u�arc�a�� .s�c'urve,..w���a r.��.�w:��� w��.Mw��.w.,o�. unitss otherwise notad on plans. k maximum chord Iength of 10 feet may be used when tt�e degree of curva ia iass than 3: 2. Conarete tn stdewaik shoil be Ciass B with ftber. 3. A #ooled joint is required when the curb and sidawoik are poured sepe�ately or monolithicdiiy. _ CO�JCRETE SIDEWALK,,j�IKE PATH SECTION s�aie: �" _ �'-a" PART OF PART OF WING OR WING OR g' 24" g' CURB CURB WIDTH OF RAhiiR 60MES (iYP.) 8" fi" ° '" DE(ECTABLE WARNING � < -� � PAVEftS �_ . ... � ... ......�.� r ° - � :.. � �' 1 4' � SAND FOUNDAl10N"'�: Vb . . . ` . . �v � G " ' y , � � � " --I I—3/+' D1A� DRAINAGE W�P HOLE .,'. • • • • • • * • � • • • • • W P j�` r � • • • s • s �e • • • • . SEGTI�N A--e4 ,',f''�',''/�/,�',. ' . . . . . . . . . . : � . « . !i,�;/,r�.�'1✓,?: � • • • ♦ f • • • • • • M i i " , �4. � . � • • • � • • ss • s • s • e, �6. . . . . . . . . . . . . . . • : • • • • • • • • . • • . ! ! • � • f i� r • • • • • t �..� . . . . . . . . . . « . . . . . • s • • s : • • . • • s � CURB 6° MIN. TO " _ :� �'.1 . ELOW IJNE CUR9 FLOW L1NE ° �, r (SEE N4TE 3} � DEiECTABLE WARNING WELL PLAN V(EW OF DETECTAB�.E WARNING AND WE�L ,!��` {PAVERS NOT DRAWN TO 5CAI.E) �A� f�` �f .�',,,�,�;�'� ����� �- ,�,� ,,'%�� '�; ,� � �� � /,�','/� { ` ,%. NOTES � 1.THE DEfEGTABI.E WARNINGS SHALL BE INSTALLED AT SIDEWA�KjSTREEt TRANSCfIONS. THEY SHALL BE MAdE IN PAVER FOftM WITH A TRUNCATED DOME SURFAC . THE DOMES SHAI_!_ BE PLACED W A SQUARE 6RID, 2.THE TOP OF THE DRAINAGE WEEP HOLE SHAL� BE LOCATED AT THE LOWEST POINT OF THE DETECTABLE WARNING WEW 3,AL� DETEGTABLE WARNING AREAS SHALL START A MINIMUM OF 6 INCHES FftOM THE FLOW LINE OF THE CURB AND �Ni?T...BE.,.1ufORE?t�J_A_MAXIM.UM_QF��1I�kiES...FRQM.�ANY�. POINT ON THE FLOW 11NE OF THE CURB. ALL DEfECTABLE WARNING AREAS 5HALL BE 24 INCHES IN LENG7H ANd COVER THE GOMPLECE WlDTH QF THE RAMP AREA ON�Y. N.T.S. Existing Roadway Surface, Width Varies w4 �„���P�,'� 30" Curb and Gutter See Detail & Plans cs � � �� NOTE: A�� SiQEWALK CURB CUT RAMPS SHA�L BE ADA G�MPLIANT �o P,,,`,��P��- � �'' ,�.4. � O� 4�' _ a`: WlNG SURFACES SHALL BE TEXTURED WITH �:_-' A COURSE BROOMED SURFACE ONLY NOTE: RAMP CROSS SLOPE SHALL BE LIMITED Tt� 1:48 (2�} RE. LANDSCAPE FOR PAVER QETAILS & TYPES Snowmelted Sidewalk, Width Varies See Plans and Detaiis for Proposed Sidewalk 2� Siope Suitable Compacted �ubgrade (See Soils Engineers Recommendations) Finish Grade See Plans - . - i . � . . � - : � r - • � � � � � • Existing Roadway Surface, Width Varies 30" Mountable Curb and Gutter See Detail & Plans RE: �A�J�SCAPE FOR PAVER DETAILS & TYPES Snawmelted Sidewa(k, Width Varies See Plans and Details for Proposed Sidewalk ' 2% Slope aJtA141�V14 Vilill}.JVt.ii\;ill J4Vy1tJVG (See Soi1s Engineers Recammendations) Finish Grade See Plans � ♦ � � ♦ � i � � i • � s : � � ' ♦ a � � � � � - - � . � . - i . � ' • � � � • ' E � ENGINEERI(�G 1NC EDWARDS�W�DS�C£N�a•gjS03.2 OX 97 aR • 970 926-3373 � FAX 926-3390 • � a � � � � � i ' � � � � � �� Q i t � Q � ti./ U � �—"S r�-{ H (T"} �' /y� }d��� w � � �'� � � �T� OWN�Rf DL;V�LOPL�R v�zz �soRTs DEVELOPMENT ���P�� AVON,CC)LORADC7 �zsrG��cHrT�cr � , � ___r__� Denver, Colorado ARCHITL;CT OI'RLCURI:3 GLQV�,R SMTI'H 130DE,INC. QI�T.,AHC�MA CITY,C}I�:I..AF-IOMA C1VTL.ENG 1N�;ER ALS�INE I?NGINLERING,It+TC. I�DWARDS,CC�LO�ADO LA�iDSC;AT'E�RC:HITECT S E GRC?UP BURLINGTON,VGRM0�3T STRUCTURAL ENGIN�BR HAYNZ,S ZXIHALL�Y ASSOCiATL5, Ii 3C. HCJUSTC7N,TF_,X.AS M�,CH�'1.NICAI.ELECTRrCAI, PLUMBI�G I�NGINEER AI3S CONSULTANTS INC. DEi`�7VGR,COLOIZAI:�O Il`3TERICIR DLSIGN WILSON&ASSt�CIAT`ES i7ALLAS,TX LIF�SA�'ETY BC�R Ei�iGIN�ERING ING. ARV�IDA,C�LC�Ttt�DO PROJFCT NUIZBER 20941.�0 ISSUE REVISION I�ATE 409 PER�'bffT SET 11/27J06 OQ8 RLVIEW S�T 11%{72/�G Q07 75°lo CDS 06%02f tJ6 C146 50°lo CDS 04%28/OG 005 30%CDS 01/27J06 004 xur� 32/�010� SUBMITTAL 003 HUI� 12/13J05 SUBMCTTAL Q02 DI?PHASL 11/1 G 05 SUBMI'I'I'AL 001 SD PHASE SUI3:bffTTt�l, . .i � • , � . , � . � --- . i 1 �'LOW Q � �---POINi B PQINT A l�i���[�l:l � � .._� !_ I�J POINT A �! �R�SIQN LOG POINTS A MUST BE HIGHER THAN POINT B SECTIQN D-D r � 1 � NT A A A � � a � � � � � � \F�� •� � �r USE 2 PINE STAKES 1 1/2" x 1 1 j2" x 12» AT ALL EROSlt�N LQG ENDS OR JOINTS, OTHERWISE USE A STAKE EVERY 24 IN. AND CONTINUE T4 AL7ERNATE ORIENTATION THR4UGHOUT iHE LENGTH OF THE EROSION �OG. PLAN VIE1N ENTRENCH 3" T�pA,. WET[ANDS QR FEATURE THAT NEEDS PROTECTION -----, � � ♦ r a � r � � � , ' ! i � , . . • • �� � . ; , , � . . �. � i � �' ..�. . � � � � � , SEE QETAIL 2 j15 �v w . � w w w w v- w vl w �v w w SEdIMENT LQG w w �• {WATTLES) W W w w w �v .v w r .� .�. �. .� • w .� w SEE OETAIL 2/15 ,i, ,�„ w w �v � w v- i �Y W �Y W W w w v� w w w � �Y W �Y ,� W W �Y W W +Y � W W �Y • w w w ��� w w o w w ��%� w w �v U w .r w w w w s W .� w w w $Tt?RM SEV�I�� W w � w �• •� w w DROP INLET w � w .v w w w . .r w � y W w ,�. y, ,y 3'l,t� µ, -�s;� w v� -q� w w w w � ' .v w w .i- W w w �O� SEDIMENT LOGS (WATTLES) F�ow -1��-- WOOD STAKE INSTA�� WOOD STAKE 4' ON CENTER �� CMANNEL / BQTTOM � � N _� STAKE DETAIL f� w ... w � W � w .<. • o,'�F �vo scr� 15 STAKE DETAIL 2 �Tpy NO BCALE 15 r� WOQD STAKE, PL.AN VIEW f�91� This sediment barrier is designed for low surface flows nat to exceed 1 cfs for small areas, siope flatter SEE QETAIL 3/15 than 3:1. Straw Wattles cfln also be instaHed on contour on steeper slopes to reduce surface, spread water STORM SEWER flaw or�d capture sediment. The following is a brief descriptian of the Strflw Wattles, their uses and DROP lNLET installatian. . i. The height af a Straw Wattle is 9 in. The instalfed height is approximately 5 -7 in. TFre standard length SEDIMENT �OG w w w , of Straw Wattles is 25 ft., however ather lengths will be made upon request. (WATTLES) w � �` w 2. Straw W�ttles can be installed on contaur of slope, with a slight dawnslape angle at the end of each '� �` row to allow tor slow droinage during heavy precipitation. They can also be used at the tap of slopes to `� W prevent sheeting aver the edqe, and they can be used at the toe af slapes. Straw Wattles can als� be used �" `� " "` along sidewalks and curbs and around storm drains and inlets to prevent sediment pollution. - w � w � �" � � � 3. S#raw Wattles can be used ta replacs silt fences, straw bale dikes and sand bag barriers, 'ihey can also v W w w • be placed in drainage swales to slow flaws and capture sediment; they can be used as level spreaders to �- � w w �v w -• i ��,n�"'�.��p\GP�-� '" "" '" '� '�.� 4. Straw Wattles shauld be instailed in shallow trenches, 2 — 4 in. deep, depending on sail type and slope �`.. �.��O�y ...,�` steepness. Dig the desper #rench for saft, laamy soiis and steepest slopes: c�ig the shallawer trench far ����CE F1--�� ��� thedup hi lY desta prevent run� off�from�u decutting ahehWattfea dig the #rench, throwing excavated sail ta � 5. La the Wattle in #he trench and stake with woad stakes at each end and 4—faot on center, When _ Y. _ ins allin runnin i ths Straw W ttle ends shouid be buttoned firml to efher ta revent e ka e an - SEDIMENT LOGS (WATTLES) t � 9 en9 . � .v s p r a s , d DROP INLET PROTECTION securely staked together. DO NO7 OVER�AP. NO SCALE 0 oa 0 7 O O �,f'.�r�,�,`;.,. �.;��.�-: :. . -�, ix�nnrt r-rn iir P:\TOV05001\dwg\MastertRitz-Details.dwg, 11/15i200610:00:29 AM,babcack GENERA� NQTES FOR SEQIMENT CON1`ROL 1. Contractor shall install and maintain sediment cantrol measures in strict accordance with these approved plans. 2. Ali prapased sediment contro! measures are temporary measures unless specified otherwise on plans, 3. Sediment cantral measures may require minor field adjustments at the time of construction to insure that their intended purpose is accomplished. Engineer's approval wil) be required for any other deviation from the appraved plan. 4. Contractar shall provide continuaus inspectian and maintenance of all sediment contro! measures to insure that maximum sediment control effieiency is obtained until final stabi►ization af site has taken place. 5. Cantractor sha(i insfiail sediment contral measures at the onset af grading operations sc� that effe�tive sediment eontrol can be achieved during the entire grading operation 6. Contractor shall stabilize ail points of ingress and egress with crushed stone (SCEj until just prior to paving operations to prevent tracking of mud onto pubfic ways. 7. Contractor shall prevent all sediment from entering any canstructed storm drainage strueture by blacking shut the structure with sandbags, boards, or by any other acceptable methad unless shawn otherwise on plans. 8. If stabilization of disturbad areas is to be accomplished during the months of October through April, the stabilization shal! consist of mulching. Seed and mulch and landscape as soan as the season permits. 9. Contractor shall stabilize all disturbed areas at a grade less than 3: 1 and nat covered by paving as soon as possible by perrnanent seeding and mu{ching and {andscaping as per "Standards and Specificatians", 10. Cnntract�r shai) protect all trees to be preserved during construction operations. 11. Approual shall be requested upan final stabilization af all sites before removal of sediment contrals. 2 EAC D U M P STRAP EXPANSION RESTR, {1 f 4" I�YLQ N R( 2" FLAT WAS H E INSTALLATION DETAIL DUMP STRAP �� � � 1 " R EBAR FO R BAG REMOVA� FROM IN�ET� � �I LTSA�K — OPTIQh1AL META� HANG(NG FRAME FUR TRAFFlC � coNaiTioc�s l'�`.� �'�-r ��� NOTES: 1. REVEGETATE OR LANDSGAPE AND STABfLIZE ALL DISTURBED AREAS AFTER CflNSTRUCTION iN C4MPLiAfJCE WITH THE SWMP/BMP F�R TNIS PROJECT. 2. INSTALL EROSION f SEDIMENT CONTROL MEASURES PRlt�R TO G4MMENCEMENT 4F CONSTRUCT(ON ACTIVITfES. 3. REFER TO THE GEOTECHNICAL STUDY PREPARED BY KOECHLEIN GONSULTING ENGINEERS. 4. STQRM PIPING LEN�TH ANQ 1NVERTS ARE MEASUREQ FROM INSIDE �ACE OF STRUCTURE {MANHO�E) TO lNSIDE FACE OF SZRUCTURE. 5. ST4RM [7RAINAGE STRUCTURES NEED TO BE PERIODICALLY INSPEGTED AND MAINTAINEQ TO INSURE ADEQUATE DRAINAGE. BEAVER DAM° Installatian and Maintenance Guidelines Installation: The empty Beaver Dam� shauld be placed aver the grate as the grate stands on end. If using optional oil absorbents, plaee absorbent pillow on paueh, an the bottom (below—grade side) of the unit. Attach absorbent pillow to tether loop, Tuck the enclosure flap inside to completely enclose the grate. Haldiag the lifting devices (do not relp an lifting devices to suppart the entire weight of the grate}, place the grate into iis frame (street side first), then lower baek edge with dam into place. The Beaver Dam� should be gartially blacking the curb hood when installed properly. Maintenance: Remove aIl aceum.ulated sediment and debris from surfaee and vicinity of unit after eaeh starm event. Remave sediment that has aecumulated within the cantainment area of the Beaver Dam�' as needed. If using ogtional ail absorbents; remove and replace absorbent pillow when near saturation. BEAVER DAM° STANDARD FABRIC IS AN QVERFLOW G.AP ORANGE WOVEN MQN4FILAMENT .._.--r, .�-s:-:,.-. �,�.:�'�`--:�.•:=:'••3'�:�•',. .;s.�-�,'.,•..-.•.•:•:.❖.:v:�°v,,•�•` /l. �'��ii%i'�iii4ii��:+�i':�"'+F:++i� � �%/,/�.�! '�i�i..M 4^' w -�, J -.•.�..-..�,.:•-,,:.:., r �� I � • '! � ' i ' .. . � , � . � .. a . C � _ � DESIG.N CONFOR.�fS TO AZ.L SKAPES QF CONCRETE CiiRBS N.T.S. BEAVER DAM CURB 1NLET PROTECTION �jj►'\•�!~.y,'4r`�'.�1�'��"��4r '+4.�.+1.�.i.�►'•,�.�,`��«.'"►��q,r`,► �C'►�,+.`�.,�'wi`•e~.'*.er."�,�°.. `�'1`'M~���'.�14'+�''�`~~��"��� ., .'�.'�►.�.M►4`���ti1`''r.",► ��`�4��'�►�.4,^�. . •a 4 . d . . �. 4 BAG DETAIL u�RTN , � D . .��. d .� . . 9 � : , d . .� v. . . � �.. , �_, ., --L` . � � � 1 1 � _ __ � ► � � � � '� ! � :a��°�� � :a� SI�TSACK� SPECIFICATICINS N�TE� THE SILTSACK�WILL BE MANUFACTURED FR�M A W�VEN P�LYPR�PYLENE FABRIC THAT MEETS �R EXCEEDS THE FQ�L�WING SPECIFICATI�NS. REGULAR F��W SI�TSACK � <Ft1R AREAS �F LflW T� M�DERATE PRECIPITATI�N AND RUN-OFF> PROPERTIES TEST METHO➢ ONITS GRAB TENSI�E STRENGTN ASTM D-4632 GRAB 7ENSILE E��NGATI�N ASiM D-4632 PUNCTURE ASTM D-4$33 MUL�EN BURST ASTM D-3786 TRAPEZ�ID TEAR ASThS D-4533 UV RESISTANCE ASTM D-4355 APPARENT OPENING SIZE ASTM D-4751 FL�W RATE ASTM D-4491 PERMITTIVITY ASTM D-4491 HI—FL�W SILTSACK� CF�R AREAS �F M�DERATE T� HEAVY PRECIPITATI�N AND RUN-I]FF) PR[1PERTIES TEST METH�II UNItS GRAB TENSI�E STRENGTH ASTM D-463z GRAB TENSTLE ELClNGATI�N ASTM D-4632 PUNGTURE ASTM D-4883 MUI�I.EN BURST A�TM D-3786 TRAPEZ�ID TEAR ASTM D-4533 UV RESISTANCE ASTM D-4355 APPARENT ❑PENING SIZE AS7M D-475i F�ClW RATE ASTM D-4491 PERMITTIVITY ASTM D-4491 300 LBS z0 'I. 120 �BS 800 PSI I�0 LBS � $0 '!. 4p US SIEVE 40 GAVMIN/SQ FT 0.55 SEC -i 265 LBS 20 '/. 135 LBS 4�0 PSI 45 LBS 90 '/. �0 US SIEVE 200 GAL/MINISQ �'T 1.5 SEC -i (FOR AREAS WHERE 7HERE IS A C�NCERN FOR �Il. RUN-DFF �R SPII.�S) DEPENDING Ot� YflUR PARTICULAR APPLICATION, TNE SILTSACK� CAN BE MADE FR�M EITHER ONE �F THE AB�VE FABRICS WITH AN QIL-ABS�RBANT PILL�W INSERT DR, � MADE GOMPLETEI.Y FR�M AN �IL-ABS[7RBANT SILTSACK WITH A WIlVEN PILLC]W INSERT, , ENGCNEERING INC EDWARDS BUSINESS CENTER • P.O. 80X $7 EDWARDS, COLORADO 81632 + 970 926-3373 • FAX 92&-3390 • � ' t • . � . � i � . OWNERJD�VLLOPCR VAIL R.�SC�R'I'S DEVELCJI'MENT COMPANY AVC?i`�1,CC)LQRADO DESIGN ARCHITECT �� , � Denver, Colorada ARCHITECT C}T�RECf�1ZZ� GI,OVLR SMTTH BQDL,INC. C�I�I.AHOIvi�CIT'Y,OI�LAHC�MA L CIVIL`1:�NGINE�R t1LPTN�:FNGIN�T:RII`�G,INC. EL�I�'A1tUS,CQLORADCJ I,�TDSCt1P�ARGHITECT S E GROUP 13UItLINGTON,V�RMC�NT ST£�,UCTURAI.ENG�NF,I:R HAYNES WHALEY ASS(�CIt�TLS, INC. HOUSTON,T�;XAS IYIECHHAi"�TICi�L ELECTRICAL PLUt�fBING ENGINEER ATiS CONSULTAE'�TS INC. D�NVLR,COLOR�.LlO INTERIOR DESIGN 1X/IZS(aN&ASSOCSr�T�S DALI.AS,TX LIrE SAFETY I�CER�:NGINEERI�iG INC. ARVADA,CULURADO PRU]ECL'NIII�IB�R 20941.00 ISSUF REVISI01�7 DAT� U01 PERMIT SI:T 11/17j06 00$ REVIEW S�T 11J01/06 007 75°lo CDS 06/OZ/06 006 SO°lo CDS U4{28J06 Q 4 5 3 0°!o C D S 0 1 J 2 7/0 6 004 HUD 12/30/OS SUBMIT'['AL ao� xuD �a/1�/os SU�'�ITTTAL 0�2 DD PHASE 111��1 a5 SUBMITT111i, 001 Sl�PHASE SUBMITTAL . . � f . , t 1- . . � • � • � � • � w � ♦ U �� •� + � � � • • � ��r�� �,�� -. ,. - . - , . .- �.� , ..� .. . -.i � -.:� � ! •' t • .i• • � r �� � • -`� •• • •' � • � !' �� i�1� ,`� c �`' �`�/� . 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A , , . ,. ,. . �� � .. < < �. � . � , . :: .. . .... . . , , � � . ,� , . � � t : . ,, _ . . .. „ �. r , . � � , _ . � , ..� _ Y. . � �. . . ,. � . _� , � , . � , , : f �- ., . � , � � � T , . . , . � � ....:�. ._.... . ..r. . .., „ :.. .. ,,, ,,, ,,, ,,,,, ....,. ,... ..., ,. ,., .w: r .. r � .. .. „ .,. ..,. ,.,..,� ,r,. ,a L,.: �.7 . . ., .. ,. , ..,,,, : . . _ ..,., , ..... ._ . ..^ � .� '• < <.�.,, r ti . y. v. „ , .,, . . � >. . �,,.- . . ,.,... „.< '. .._ , _ +'�.... r.� � v y .. . . . ,,. .,< , , .,;. si r . .,� w �. . ., . _ :. : , TC�P OF STEP . . , � , ., : _ � . .: . . � , �. . _ , . , �� . � < . . . . �. . . .. .� � . .. , , ,. . , . . � , � . � r , � . . ,. , .;r. � p z. , � � ,� , ..� �� � �-.;� � � . _ . ,. , �..a . . . . _ , . . .. s, . � .._. .., r- . . �. 1 r`" . , _ _ - > '�. ,, , .,.�. �., °� , �. �.,� �. �. . ,� , _ � . . .� � . � . �, _ . , < , . . . e � � ..»:. < , . �:. . .� F.Y. � . � �~ ,. , � �. .. � < , �.... u.. � . � w , , � . �. .. ,-t ,. ,<. �. .. �,<-.<._ ._. „ � ;,. y � � �' , . � ,. �,. � x =. _ . .., ,;;. ._ �.:. . ., „ .. .. .. ........__ . .. ..,.Y ,_. „ ...,,_; .�.c. .,,..... :,. , . ..,, ,. ., , � .Y � �... , . .� ..,. ._ ..... .i. ,. ..,....., <,.. . .. ._ �. ... .,... .......si .,. � :.. ,:.,. .. . ,.. .. . ....., .,... ,, i . . ...�., t" � w , vu . 1 ..�.-- ,,, ,,e .,_ >;,s ; .,,, ., , :: <., . . , . _ _ _ .,. _ „ 7 < 4 . o o, .., . -, .,, ,,, , . :.,._ ,. . ..... ,.. ... .,..... .., ,..z.. ,� _.. .... , ... ,... ..< ..,,,; -:( t `# .� i ... .,>.,:.. • . 2 . ,,,.- <.,; . . . . . ..... .. ........ ..... .. „, , ,.:� .., J � , ,� , ..,:. . t .r,:_ ,,... ,... ,.. ,. . . ..,... ,. .... . ( .. :<. .. ,_ .� ., ..� .,. .. .., ...,,.. . <,': , e , .., ....,... ,� ,,, , t. . .. . �:.: _,. ,. :...., .,.. .., ,. . :.: r , . , _. . ,r . ., . ,:.,,. _. .._ �.,.. � � , ..., ,„r, E . . .,. ,. ,..z, , „... , . �,... ,, „...,,.. :.,. t � . . c . ,< <. ,._.,. , .....Y . , -,. „ .,.. . .....: ... ....... ,:; ....»,. � 1�r" ,.. ,. .. ..�.� ,...,.. : :..... . ., . s' � � . .>.�._. ., >.,,.._ . ,;;, , „ ,.,,> ,,.:.,, .,.. _ , �......, .:..� :� ,.,. ., ti .- ! a. i�". -.�:- .,,. , ,.... .... ;.. , .,. . ,..., ,. _... ., ,,... . . ,..�.., , . .... .�. ,.�, �.,;,, ._,::; � �:.. ... ,>,... . . .r. . . ,. .. ..,., ,.. ....:.. ,,. , , ...... „ ..... „_ ,...., . ,... .... ... �. ., .. , , . ,,.. .. .,,,.,. .�>.,r . ..,::: .. .,. .r ,. :�.:��: _�. , ., , �. , .,. .� ..,, :., `� , "7" o,; �-i k .. . , �._., . . ., .; . .._ _,.. . ,. , ,., . . 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Configuratian: 1 CJptics: Type V Lamp: 50 Watt Metal Halide Lamp: Town of Vail �tandard Color: Town of Vail Standard Fixture Options; __ Pole: Town of Vail Standard Pole Colar: Town of Vail Standard Mountir�g Arm: -- Pole {Jptions: �-124V Duplex Vaitage: 277 Valt Single Phase Fixture B - Town of Vai� Standard Manufacturer: Ninkley Lighting Fixture: 77011-70320 CC1Tlfi i` tI011: . 1 ,, ,- g� a {�pt'res: 7ype V Lamp: Town of Vai1 Standard Color: Town of Vail Standard Fixture �7ptions: -- Pole: Town of Vail Standard Pale Col�r: Town of Vai1 �tandard Mounting Arm: -- Pc�le Opti�ns: Banner Arm - BABS24 Voltage: 277 Volt Singfe Phase Quantity: 14 F�xture Colar. Sol�d Copper Fixture C?ptic�ns. -- Shade: HHS Sha�e Co1or: Natural Bronze Moun�ing Height. 36" Vo[tage: 277 Volt �ingle Phase Quantity: � 1 Fixture D � Manufacturer: Dahlhaus Fixture: Wal{ Lantern 'Berlin Aktuell', #1558 , COY'1�fig�i�il0i1: v . ,_ � � _ .. . �� Optics: Lamp: 1�0 Watt (Vletal Halide Coiar: BRTX {Textured Branze} Fixture Options: -- Pale: -- Pole Calor: Mounting Arm: Grown Pale Connection Bracket Pole Options: -- V�ftage: 277 Volt Single Phase Quantity: 29 LIG�-IT � � �ING PL 0 10' 20' 4Q' FILE INFORMATION Filenaine LIGHTIIUG ]�raw�i - Checked JH l�ate ()1104106 Job � 0�208 L�'-L V V , - + • I , � • '+• . l . • s- . /t - • rf . 'l . � r+ +t , • ♦,i/�♦� � �� . �� • t �t � tt t � � t� jt , . ♦ • � �� . �i � . `tlii �,,� . 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HC7USTC.�N,'I.,"E'sXAS MECHI�MCAL ELEGTRICAL PLUNiB7NG ENGIS�TEER .�s coz�suLT�TS m�c. b�z�vER,ca�.c��o �xo�ECr�u�s�x: zo���.ao ISSUE I�EVISIQN I)ATE TaV'RESUSMI'�"I'AL d2 21,30.06 TaV I�:ESTJBMt'I"£`AL 02 03.2�E.QG To�T SL3BIvII'I"l:`AL 03 11.28.05 TraV SUB�1i'i"i'AL 02 09.26,05 TaV SUBMCTTAL 01 09.(}7.{75 ..�. 1 / ' ' ` i ;; •�. � '�/� � , . : i � ! � � f� � � ;s � # R � � �► � • �. r—� I � I 0 ���AAAA� ;� r w w w � � � ¢ <t Q S> > > `s � , � coMPacT _{_—¢�i. I I I I f I �__.� COMPACT � � I 1 � �i I � � c��PacT + � L J r--� i I ( � ( E � � _o ��- --� � �1 I I ! 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' � _.____._ __.____......__.._._,___..._�_....�._..__..___._.._._.___:_..______.�_....}.._.__.___.__.._._..�_..__.__......__.�..____.._..._ ........__.�.._._e.._,�..�..y___..�.___._.__.._..�_,w_.....__ � � vvv �r�rvvv~r ��.� ��,� ���.o� �s.o �.� ._ ���,s � � f 1�'�'��tlW-X?CX 79.T 82.� 162.2; $'t.'1 '!�4.3 '!(1891,7 , J �._�,.�...�.__._.__ .__.__.. _._ ___._ � �_..�_._e...._._... ...._._.._..._..___w.........,... .______....�.... ..__..a.�.._�_____..._..__........_._----�-� �NG:$187. , � .. . ..�. ����.� �����.� � � St��.} � � � �._5' � Ridge Height A�erage . : ,�� $2 ar-�= . j � $, � . $ . _ . . y/' - ` � NG; 8t97.8 1 . 8,25.f / ^ �: eaa4.� / f g� �� ��. \ � �, , � � Q \ B INC:.81928 `t y, t�� • / � t M�'��� � � i • 8t23.4 � � �� � , � � \ H � \ �� � � 1 � � � � � �t � BUI�DI : Si96.$ ��f crr�: a� 1.s eu�t�c: ssai.s . C#tADE: 81 .5 ILDEN6: 8442.5 GRAOE: 8123,8 RAiE 8l23.7 (�1�p�; 8124. E sf23.2 . - �r_�» . �.�.. .�� as.-�,. � ' `� � son�a : stsz.s � '•••"�•• � . eu��rnNC: a�7s.s GRADE: 8127 8120.5 ' GRADE 8120.5 ILDitXa`. 81$5.$ � ILDI � 819 .9 G��SDE: $122 • SS23.2 � s�a2.s \ ti . J � � � '-� . � � �r�m s�so � � . 121, , - , .� . � � �� � ' . � N BtJ1U7ING: 8180,8 ��''"----- `�-----"'� } BU! i$�81�89 � � GW+UE;8121.5 � � � � 8120.5 Gt�AtiE 812t.5 � � 1 S'-S' 8'-4 1 t'-7` 81`-i' � �i� r_r� � . s�"-�.• -^� A � Q � /"' 1 BUILOING:8185.2 f3t1 lMG: SY89.7 BUtLt7ING; 81 .8 HtJB.DttlG: $t80, �� '� l 6RADE Sti9.2 � • 8118 �/��t�ApEo 8120. GitAdE 81208 . � � � ._-- � \ .i'� ' f � � � . : ,: �..�. .��.: . ' � � ` � . __-------° �. `�. �.,�. �\� �„"..� / � I I� � �..,-.. :� � � � ��� � � '"'� . ``--^'"� �--''�� � � � 79'_11• . °`1 R FL.0 E-� HH� -- BUILQtMG: 820Y t GRADE: 8 t GRAU�s 8i2 .S �� ..�- _ �� '°,.. N M 1�. �l.� EF' � �FI � y~`� � .� � 8 a. °�.,, � ��J,�-�• 11i -` � IUDING:8203.6 BUlLDING: 8188.2 � G�� • 8725.4 GRAdE:$t28.5 .� � !-- ����2 s -�.. ��... -e-�.,. `� I � '°- . � �---.._ ���� _.�__ �. � �� \ � J.�°'' � w � °--- � """,�,r.,,,...�„� euiw� . ��.s �" '° ------ --�--_. � �� a � � { � CRhDE 81 .� . � , . � �._.�. . °- ___.__ ��_ � � � _.-''� �„�..--'' �r+c:�azcxi.z 8 °�- .,� � � ���� �.,"+ '�� BUILDING: 8201,6 GRAdE: 26,7 � "`"�` .,-.. c��: st�.a _.__----•- � _/,�"� .�"''�y cw�a�: s�2s.a . ..._ i � � � � � �. ,..-..---�'.. �`�. 2 `� I� ''� - - -.-� `` -- , . � a ; A301 �,.--� --°'y' � ` cw�n aisi.°s°'� � � � '^-.� , BUItDING: 8207.7 � .,: ._,� GRME: 8t26.3 I f�,'..\. �� 6RAD�:$125.2 .�,_,,..---'' . c�,toE: s�zs.o _ � 1----..._._ ..._------'"' ~�~ J`�-'-""-�., �' -""�!� �si2i�s'� -.-_" ^ � "'_-... ' Gi+/+DE: $i25.7 ` -----... \ _--- --��',.� / ___�_- -� -� _.___ � ___ _�� � -----'._.-� ,1.--''-- � '~-- �--�._ .�--'"--� I ��ac: s�s� `-"--°-- -._._ ' ( i`�»� -�'`-- � _y..- � , . � `'~ � � . � `'` a ----�'''~• cE� s�25. c� �a� �ooFS . �.-- ---.° �°` . �--- �r � � '., ,.-✓"" . -�` � � -- � TT ~`` ~----�..... -'� . l� 1--° ...--� (�.._.' -- . . , tNC: s2aa.x � . eut�wrxc: a��� _._-.---'' ''-,-- ..--`'`� '', �_. . �, ----�-------�-_.. ---._ 1 � � cw�n�: .a cw�: aia.�.�`� °_--.._ � � � . GitADE: 8123.8 j ��,r..�.- � _""° ,.,�, �. . �,�,.,_.--- �i�NG"8 •---._ -�._- ' , ..-^'� �_ - � � '` MAU-5 _ G y 8, � � .�... � M--� -`` '�---� � "---- --�___ �"`_-�.. � � "`-- ---__ 1'---6,f",.-�'P. . -�-''�� °""°- � � . ,.---�`.-- '� --___ � c� �c����� RaoFS � -� � � '��... ,/ /� -------_.. � �►���: $, 7 . ,/� / �""- E.,,.(_ � BUILDING: 8192 • 8124.3 G��'� / � GEiADE: 8t24.3 ` f c1t1 �-�� -,• �: �,24 �._,. N N ��ui�+ ss��.� - sunrnrtc: siao,s ��- � -- ----» � cw�os:��� . 8i21.7 GRADE; 8123.8 • `" •-- � $122.8 . ( -,.-�.�� --- •8198 ---_._: � � E 811 7 BU 878$.8 - ` �24 � i2` 3 �. g,�.� 6 � ���,za g�� -- ___.__ ___ - � .� � � - �- ��---- _ �-'' ,.�: c�: $,z�.� [ � i s ��: $,aa.s `_` -- _ _ � z�. � ----_.. :� � � E ,, ,y _.._ _.__ � ��: e,z3.� -__._ NDING: 8190.4 "�---- � - 872i � 13`_•+C" 126' .�""' ��,� BtillD3tiG: 8190 � �� e..w.+n� . � � .��, � ' � CRA6E 8121.5 • 8t 8UIE9ING. 6f32 ""�'�'� ••�••�� ._�� � G±tADE $121.5 GRAQE: 8120.7 �� """""' -,--.._. �"�� +�BUItDiNG; St32 9UILOMG: 8156. t _.Y{�._'`� ' 8122.5 � ILDINGr St34 , 8Ul ILI)�'NC.: 8'13�F"' GFiADE 81)8.1 GReiDE: � �--- ____- - G#iJIFJ� 812t1.8 GtiADE: 81t8.4 4�` GRADE $123.3 GRADE: St23. � __,_,_, .._ � � GRADE: 8123.2 --.-._... _""- -.-_._., ----__ _--_.._ ="'.,-.r� _ °'____�- --__. _.�___ -.v___ � �~ -' �- ------ _____ \ - -_._' _`_" _ __��. � _� . . ''�---�. . -..-� "`----.._ "'�---�.__ '.'--��---__ _"_-°-----__ ------___ . ---_-. _._.._ �'`°- `--- ---___ -__._ __-____ � . � ~� � -`�" ----- __.___ . ----��.._.. �."'^„- _�.,._ ^ --__. • �.""`-�._ . �-.,,�,,.� . ... . -.`"�'._,,.-.. °""-,-". _""_,_-,� . � "�, _"�` . --`""` .-,-'----�-.._ -- . ALL i71MENSlONS ARE MEASURED FRG1M GREATER �JF 1NTERP�l.ATED aR FINISH GRADES T4 RIDGE L,INE. EXAMPLE: � ...� � � _.. . . m. , .. �. . ,_ _ l�QINT: � � �TAGi _ � BUILDiNG. ��65 = R[DGE LINE / PEAK GRAl�Es Si��.2 � �'lNISH GRADE GRADE; 8i 19, = INTERPQLATED GRADE s�s� - s�z1.� = 4�.s' ����iSK c�a�} 8165 - 81 i 9.5 = 45.5' (tNTERPOLATED GRADEj 45.5' > 43.8', THEREFORE 811�.5 (INT�RPpLATED GRADE� GOYEl2NS LEGEND: _ 8121 FfiNiSN GRADE 8121 lNTERPOLATED �_ � _____ - _""-�,1 `���I��T LI11�II'i BA�E l��IAP t f 16„ - ��_Q,x ARP»QWG ��� , . < _ , > . �.. � � �� a i-�a ��� �s � � G °'� �. >,Y �ff c�x _. ` . .�h >. i r +-ws��'.� . ,a., ,a 4�. .,...�.,� ,�..�.,t,,......�,� �.�` _�.Ww.�.. . ... � � , r^ �.�� ��*� � ��x � � �"��� �m � �t�«,a���v � ' �f���������� ����'�;��� �`.�S � � �'`F M #`"�� P: � h�� ���C{M1}�P .,"�"�.��,����'�!Y ...i... K� �sfl� ' u����e� .��'�:�� �����������r�.�:�� �� ��d� .�.�a-n�� ,�_�_..r �,...,.� 4.�,.�, �� �y.�._A� :w�.,� k u� � B �� . sa,,. ..v4.�w_.»na .�_ ..,�... .�.a...,�..,... ,�..,,,,,,... __e...,.,. ,..:�a...r : ' � ! ' -. . �._ �► __ . ___ Q 2005 42�40 ARCHITECTUR�, lNC. � � �� � � I� � � � � � �� � � � � � �J► - +�► ' � • � � . - . • • • i � �: OWNERJI�EVELQP�R V..f�Z. ��..E'`'J'OR.'�'S ��, �E��L��'����I�`' ��� .�.������z��a DES�GN.AItCHITECT .�Q /, ��-� .....� Denver, Colarado AS50CIATE ATtCHITECT GLOVER SMITH BQ�I3E,l�iC. C}KLAHCIMA CITY,fJi�:7�A:C�Q�rIA ���,�1V����'�. ALPINE ENGINEERS�IG,TNC. VAI�,,CQLC?�AF�Q LA.NDSCAPE AI2.CF�'I'ECT S E GROl7TA r BL7RT�NGTCIN,�'ERMONT STRUC'i'TJRAI,E7'�1GTNEER HAYNES WH.ALEY ASSOC7ATES, Z��. xausTON,�.��s �C������..������:�, PLUMBING ENGINEER ABS CC?NSULTANTS�1C. DES�TVER,Ct`�LQ�A.DCJ PRa��c;rr Ntm�EZ� �0�4�.oa ISSUE REVISSt7N UATE �'oV RESUBMIfiTt1I..t?1 �3.24.fl6 F1�7AL T7RB SiJBMI'I'I`A�< Q1 A4.OG I7ItB STJBMITI'AL 01 13..21.g5 ToV SUBMIfiT,AL 43 11.Z8,4S TaV S�3MITTAL d2 09.2G.0� To"`i SI7BMI'I`TAZ.02 09.�7.O�S . .� ' ' � � r ,� � . s � � � * ♦ � �` ; ' -�'�� _ __ �'" i` ` ; ,, _ � / � . � �: /� � , �� �. r�� � , % , �� � � � . � ; . . , . , � , , , . � . . ! , � , � � � � � �� .� � �' � � � / � � � , , � , , / � � �� , , , . � / _.__ � . � % ,, ; � � � l � ' g124 � 1 21 � � 125 , ' t \ � / � � ( � � � " \ , � ` I � � � 2s� � � ` B ING: 8797. - 8723.8 � G E: 8123.7 � a'_�w ` B IIDIN 82 31`-7� � c alz c • s \ I GR l ` Y ` � ` 7 � n I ` i � V �� 8� � ` � Q \ B ING: l92.5 M�U � G � ` G 123.4 �� � - Ri � --- �� E F � � � BUIlOIN : 8796.6 � cwa�: a� i.s Bun.�iNC: eso�.s GRADE: 87 .5 ILDING: 8192.5 GW1DE 8t23.6 E 123.7 GRADE: 8724. E: 8123.2 23'-8" � 57•_7• � � ._Q. 3t'-5" � 8Ull01NG: 8175.9 � BUItDI G: 8182.5 � ��• � cww�: a�x� • s��o.a GRADE: 8120.5 ( 8�ING: B 95.6 BUIID NG: 8185.6 G E 81 E: 8123.2 1 G E: 8, .5 � � ( B�� $,�. ` � RXD t21. - - G E• 1 .5 �- -�-i � � � BUI G: 8"i89 I N � GuRADE: 812180.8 ,_,,,.._..-,_---- G E: 1t8.1 GWi6E: 812t.5 � �: 8 a.� I15`-S` 8'-4 tt'-7' 8�� � ��� 7'_7' B7'-4"-_- � � D I E � .2 U ING: 87 7 BUIt,AING: 87 .8 BUIIDiNG: $180.8 ( BUILDING: 8190 � G � • 8121 GRADE: 8121. GRADE: 8121,4 GRADE: 812i.5 � � 8t19 E 8t20. 6RADE 812b.6 GRADE; 8121.5 � ( � �-� � � � .�._ - - - 1 � \ � °--... ��--__ �-�-__ , � \ `� � � � � � \ � � � , " � � � , . ��� - � � � � ` , , � � \ � �� � � � � � � � � � �� �� -� � � � _ � � , � �� � � � � � � � _ . � � � _ _ � _ _ _ � � , _ _ _ . � � _ _ _ __ _ . a �� � � _ _ _ ,,� _ �, . _ \ � � _ _ _ ,. . " y� � � '�' A301 � \ `� � v � � �. � . � � �` -'- �' \ �' �,.. `� , \ \ �: $i8�.2 '� \ GRADE:� � � � \ GRADE 8128.8 ` \ �'` e� � �� `--,, � � � . ��"' _ '-„-�_ � ' i� __. - - - ~�-._,_ � tJ `~- ..� "� i ... � ,. .,..... �I OUILDING: $204.5 � ,, `z-` � � GRADE 8/32 ( \ '\� ."^--- ` �RADE: .5 � � _,"-., _ "`-,.._ � � ..� �-�. � � � �� ._ _ _ . � � B . 8204.5 � � _. . � 8132 �'`� _ ...__ __._ ___�_.____ ..�,_..___°._._ __._,_°___.�.n._.______..e.� _. .�...____. ..__.._, .___.mw.____�__ _. . � � _ _ . �_�__.___._ _ ____� __...__V_._e.__._________��,�__ ___.._.._,__.__._.__.�.__. ____._,____._. _.�_ ._._,__.__.__.___m._._-_._______.,�__,__W. �_._..___ __.__ ._. _.__� _.__._____ . __._..___�___ �'`�..,._.�__._W___._._.____�� _._,___,. __.___.__°_____�_w:W__________W_.�_______,_. ___._..____..�___�,___�, ___ BUIIDING: 81$ � ��J�`/1`^�l/ Y M GRAflE: 8128. '`�.� - ` GRADEc St3(S.5 �\� � 1 �'� GRADE 8127.2 tDING; 9207.7 � � �- �.� � � ( G • 8132 � � E E ��� e � � � BUILDING: 8988.2 - I � �-.�1 GRADE:� � � � GRAD�129.4 E G: 8189.3 � O � Y � -- � � � G E. 8729.5 . I � - - - - - - - � � � ( iNC. s2o.c. ,3;` I � -s ,o•-s• : 8;��. ` I MAU-3 MAU- ( � `'�-. ����G: $,so.� 8 9 l 9UI G: 8190.2 GRADE: 6/28.6 '�• G E: 8129. � � �� '��---� � EF EF '`- • 8,2a.4 MAU-2 �� �-.,� � �` ( BUILDI : .5 BU�( : 8207.7 ILDING: 8205.5 � � �E G: 82 1.6 UI Ot cwao�: 2s . .-- � - c �: a 2�. � ```- g GRADE 8f .5 GRAD 8727. GRADE: &127.7 � G 8203. \. RADE 8128.9 � G E: 872 .8 "���, GRADE 127.1 � � � o o M � � � ��� ,28. ��� 17 11" '-4 29'-5" 5'-S t' 8`-i t" 29'-5• - �' 17'-$" ( � 19'-5' 6'-6� �"' � `",�� BUILDING: 8190. R �, ,_-�--�"P P N K � R FLU E-' ° ,1 I I I � . � GRADE:� -- - I GRADE 8128.7 BUILDIN : 8190.8 BUItDiNG: 82 .5 MG: 8205.5 " _ ""�-.,. ILDIN 8203.6 BUILLIING: 8188.2 BU NG: 82 .6 i� GRADE: � GRADE: RADE: E: GRADE: E 1 8.9 G E: 8 29 * • 8127. FtADE; 8t27.4 BUILDING: 820 `�, E 128:� GRADE; 8128.5 PF-1 I � �: a 2�.8 G��: a,27. x „ � ��� � � � ( GRADE: 8127 � � �URI�E : 8202.6 � � - � BUILDING: $201.5 CRADE $125.8 GRADE: 8f24.9 42�-2� - - � 2�� L� � -�\\i � - 8U1 82Qt.5 I GRAD 8 8.6 GRADE 12 � � � . \ \� .� � � `� --.,__ � � ( �- I -� • � � ( � � --� ( ,�, �-_._ _..._., \ '-�---_ � � � `_" _ � � - - � ---_ �``.. �.,` BUIt.DI �7.7 �� 8125.2 GRADE: 8126.0 `�- -- s `"�-... `'---y ---,. ' .\ .""--`_ °._„�-' s �, "`�-` _,---_ c� �� �ooFS `-- ---_ "�_ �`'�-r. _""°--y. "` ",,,.._ BUILDING: 8t97.� GRADE: 8123.2 GRADE: 8723.6 •� 1,_6» � bQRMER RO�FS BUIL6IN , 819t.2 G . 8721.7 G E: 8122.8 °--...�,� - BU . 8198.8 I -.� a�2a.s E: 8122.5 I (� BUIIDING: 817$,5 � n cw�: a12a.s a� 'ii%�-a' cs�: ei`t'i.� r� � 13._4. B` UILDING; 8132 �� GRADE: 8120.7 E: Bt22.5 � UILDtNG`^ - E: 8120.8 ''`-�._._ -�-----. i ,��� �� cw�: a�zs.s �% GRADE: $126.3 ^.----_ BUILD • 81 1.6 GRADE 8125.7 � G: $,82 _----_. -"-•-__. F F N � � � ��• � . ����r J-� /I14,, ��� - ; � � "`_.-.. y \• \ � �/ _� � '"'�----_ -�„� � _ _ � , � ` _ � �- ----____ � � •,---��_ � ---__ �..___. � � TT A NG . m GRApE: 5.3 � --�_,,.. - - � u nw n�: c�a� ==_. --...__~� G _--_._ "",�•_ --..._,_ ---_.._ MAU-5 � 5 2 -- --_ � j �^� °--- ��_.___ ,�_ °- -__... � � ---._ _`' I - � -,...�y i IN : t � pUltDf � � "'---.`� � 9UIlDING: 8192 � 8/24.3 CRADE: 8718 � GFtADE 8124.3 •i$R •_t" GRADE: 8124 5,5'_�' �� BUItDING: 8180.9 �� � GRADE: 811$.# � GRADE: 8123.8 G• 8t98 `�-�--- ...,_,� G E 8117.1 '� . 124 '.°= 11`-` 1= � � � � � � -�.�� ' _____. � ` $4 eur�iNC: a�es.a� °- -�-_. - - � � ��� -_._.,_ � � 3.� GRADE: 8123.8 --___ � -.._ ,2.� .+...�� ��. �..� � -- -_._ H H 1 I�����: 8,3z �U,��N�8�.9 ----,_ GRADE 8118.1 GRADE: BiJIIDINGs $i3F"' ----._. 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DENVER,COLORf�Da PROJECT I`3UMBER: 2Q941.q0 ISSUE REVISION DATE D12B RESUBMI'I"I'AL 02 1�.27.06 DRB RESTJIiMITTAL 01 05.17,46 TCJV RESUBMITTAL 01 03.24.06 ����� SUBMI'ITAL 01,04.06 DRB ST.7$MI'I'I'AL 01 1121.Q5 ToV SUBMITTAL 03 11.28.05 ToV SUBMITTAI,02 09.26.05 Tov s���zz�r°r�01 0�.0�.0� Mt I {'IUU Vt t,.RLt..VR t IC1{V: LtVCtVt.1: ��R�, ALL DIMENSIONS ARE MEASURED FROM GREATER OF P��`���� ��p�'A� tNTERPQLATEt} tJR FINISH GRADES TO RIDGE LINE. g121 FIIVISH GRADE _ _ . . .. __ _,. .. _ _ _ . _ ._ _ _ . _. ... A.M , , . _. : _ - - - - �8121 fNTERPOLAT€I7 GRADE � � _ . _ . __ POINT: TAG. A BUIl�C1iNG: 8165 = RIdGE LINE j PEAK GRADE: 8121.2 = FtNlSH GRADE GRADE: 8119. = INTERPOLATE� GRADE ��.L'�I 1��� 1 L���.dl I� �t1.�Ju �.dll 1� � �V 1J � P 1..�.Ci� �! 8165 - 8121.2 = 43.8' FlNtSH GRADE � 1/16" = 1'_0„ a�P,�w� � ) 8165 - 8119.5 = 45.5' (INTERPOLATED GRA[7E) 45.5' � 43.8', THEREFC7RE 8i 19.5 (INTERPOl.ATED GRADE) GOYERNS HEI�-HT LIMIT BASE MAP & R{�C)F PLAN A1 ��1 � I r r � . . � �'`'_.,,... -.- -'' ,/ % � ' ' � � � � � ! 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'`�� � � , �� I \ � 1 l � �.� + _ _ ; I; t � r i I ' - - - ' � ; 7 t BUILDINO �� "" - - - �_...____.__,_._...�_ , ''�, �`\ • 8190. t� , , , ,, P P � --- �--�` ' _� . , ,, _.____ � �� �• , ___ : . , ; � ; � \ = cww�: � _ , l _f-�"�� ' �. 19' i ' �-- , ,1 � � \ i ORADE: $126.7 �� �` � '� ,', o �S� � �-� . ., , / i ? � . . : � / � BUIIDIN : &19D.6 �v-^ �� � _�-- � � �., � � �____._-.. �"_� -, ..___._._.. / _ . __- _ `'� BUft.DiN6: 82 5.5 . - �� tC151NG: 8205.5 -- _� l�.- . Y..� _._ j � � � t I i � * � %� ��RADE 1 8.9 � �RADE: _�___ RADE: �(� �,, � �_� � `'`=^>� � �^ q --'� BU NG: 82 .6 .-H�H ��" -_'' ' ILDIN 82d3 6� BUILDING: $1$$.2 �� / r ( ; s t � �P f I ,`�� ' RADE: 8127.4 - G E: 8 29 �, ` --' E: 1 7 GRpDE�1a2 .a _�_----GRADE: 8127. E: 728.4 6RADE: 6128.5 `~\ ~`` E ___.___--__ _._ __. � �" G E- 8 27.8 , BUILDING: $202 �_---'�`'- ._ (' �n. ; � � f ` , (� '� cwaoE: s,2�. �.J `� `�,� r ' /� � _, � ` P1=--2 �� �, �. �'"�� ��E �a�� � - ( �� � � � r�(c� 2oa.s � 1 V ��'�i' � , _ eui��N � s2o2.s � � ; ` _ _-_- p J _ . _ ` .____�_�__---_____- -°`"` Y� .. 3 �� 't r. . a� _ � ,t' + , � . _ \ ��/% �`�. ,_-- , �RADE: __ __ . _._________ _.._..______.�_ _....__. �`^�. �`�. / ,�,. � / / � � r -°'' �. �'' � i/ ;' ' 1 ,/ `i � 1 � � � � �� � � (f(= /1, �/" / � /� �� � � / / I / � / � i ; � / �°` / f / / � f � % � � / � �t� � iV /� / f /� 1 / 1 / , � / � r i / � , �i ' ,` ' f � � ` , �� � ,, r 1 ,,� , �, � � � _�--''� � � f , � � � , . , -�- __�. _._ � ___._... ', 1 i r, � � J�.-.r-' ,l 1 ! Jt \ ` / J t� r` � ��� � � ti � � / , I ,� J / .---- `} / 1 '� 1 �`. / �^'" _"'`� ....-. .--" �`'�. ..--� -,r� . � � � � s � ' � -''� �` /� J f i�' �� ,� ` \ -'� , '; ' a `iNO: a�ez�s } �;� �l • s�zs.s � C, 1� GRAOE 8123.7 \ ;,r'� '� / ? ; s'-g. � � �� �� , � � � BUILDIN 82 � 31'-7' \ � ,r'� �V � GF�AO 812 � a 1 � � � G • 8 � r i �i � � j � ` � i � ` 1° t � ��� �,1 � �� i � ` � g� ` r _� , , ` ,� 4 r , �� Q , i r K � � �--'-'/-'` 1 ,% s iNC��a�s�.s /% r� �� � . - G . . � ��� � ' /�'� G : �123.*4 , ;j'- � - ' ? ,l ! � 1 �/� E i I- �I (.._ -1 'i �� \ r f,� / t � ; � i %,�`� , BUittSIN ; 8146.6 � S t1 � ; �% cr��: 8�'Qti.s q � � GRADE: 612q.5 i � � ILDING: $192.5 � E: 8723.7 29'-8' L `t � f �'�E: 8123.2 �1 , 57'-t' l � .�. �� ��. ��. �� ' `�'~��_. K __.___________ ___.__-___. •_�• } 3�•_5• \ t r.�.r�� \ BUILDING; $192.5 � � \ `� � BUIlDWG: $115.9 �� 1 GRADE: 8121 I � 8120.5 ' } � \. GRdDE: $120.5 � BU,ILOINti: $'195.@ � t GRADE: 8122 �.BUII�iN(3: 8195.6 \ � �� GRME: 8t23.2 + GRADE $122.5 � , � � � ` � �. ! �� �,. �.�- �, , �__ _ _.__ , � J , ___________� 8���� $,�. � .; � � �� RAD 121. � r� \ . - --- G E: t .5 `l � ` ��.,� \ e ~ � \ � � � � �,..- -•.(��~ �� � � � ~�--_....._.._. ..�-...._.._...�-- ' j � BUl G; $t&9 l BUtLU1NG: 8180.8 � ° -�---__------� � �,G E $118.f � GRADE Bi27.5 E 8920.5 GRADE; 8121.5 � � `�,., , � 15'-5' ��8'-4� 1T`-�" 61'-2' � � 7,-7' ,6i�_4. A I �ti � D I � -= ---- _.._. � E �� a BUItDING. 8165.2 '�BU ING: 8165.7 BUItDING: 81 .8 BUILDING: 8760,8 � BUILDING &190 �\'`^ � GftAOE: 8112 G • 8127 GRADE: 8121. GRADE: $121.4 � GRADE: 8121.5 `� 6FWDE: 8119.2 i, : 8i19 �, E: 8120, C,RADE: 8i20.8 ` � GRADE. 8121.5 �``. � � l_ __f'�L�'� � _.1 � - �, - � I � I � � � ; ;, UILOING: 8207.5 lS GW1DE &925.8 0' GRADE: 8124.9 j 42,-2• t� �� ', �� '�' \,\ 'I 1 ��'u��G^ Z � �� � � �GRADE: St . \ �� �. � euan N 82o�.s c� • s a.s �RADE �,2 ;r �``-. � ����. i � �,�. ��=�� ` `., 1 � R `� ( ( �i `� .__ �� Y �f �,\ � �/ J � __� � ( __ _____ �_. 4 - �� _ ___ s- � ��, - ___._._. _._ � _ .- - __ _.._ _ �._ �.�- �_. .� _� _� _ � � �'� � r.---''� � ��� v---e ,,.-- 9 I:QIN6: 819J.6 � � �� _.._ _ � _ � .- '�r�� � ...--�'`.��-!��. w�o€: e�ss.+ � �. ___�__ _ ,. �--`` CaW+d4E: 8124.3 \ "�� � �� - _ �- �� BUiIDING:-$3 7 7 = `� "�� X _ � -`"` ^.crr�o�: a�ss.2 ,� , �.-- - X�„ ,_--`�F _.._ --. __ _ � � �, �- -" E: ,,� � * �,.a . . �-° _ . -. , �-- .�_- MAU`�1 � �_ �--- � �__---- � _ �_-- \ � �� '"°� -~'°~`� --~' --- -- _._._-" - ' ,�._-�� ,_. �- r""` � ---_-_�__ -.-- " _---' �-� F , � _.�______�- \ � -� _ � BUItD(NG;-$200 _---GR�CDE: $i 21.5 cw�o�:� 82d2.6 �27.s 126.3_. t.a EF � --- -���� �`� � --� q� �� �'�.. �,__-� ��` � �4. �_r - - _ -.�. _�___.� ~ _ �`�.��� �, ��.�� il ..�..._.....� ..' ,--.==,...__. - �.._._ rG:"$2 ,6 _ ` eiss. __` _. V ��- �u _ �� � EJ-�-� ---'" NG:'8200.2 cw�: ss.� � � � � ' � -__ '-�. � ,� ^ ' _- ti� ' . ...„ _ _.,.- ._-"'�d"�.. , � .. = -�.` ' - EF �J� _ _.._ _ _____ _ � ,__ ` _�:�--- � �� �`" �' � _.__ -- _ __�. ,s �-�° ___ - �- � �-- � �.� . _� _ �� ---- � _�___ _____ _ _ �� ___ .sr .� _ __ �-- �T _ $d � , _.. BUII NGt 8f92 �. `;� _..�-- ��-- ��-- 'v- . , ,-- _..- GRN ______ ____ _ _.. __�_. __ . _ �. ._--_ _-= r__ . _"'� � ��-_._.. �� ���. ,�� ., � � � __�_____ � � �__ �,�_ � ,�.-�""°.., _ cwaa ___ __ , a,�_. .. J-_ ___._ ._�Ca� , IYE�: �- ' __.__-_ --- �---- �--° --__ �--_.� �-�. ___.� .__ �..__ E 8t25.6 _- � - ��--" �--'°� -i--�, �--�- 8UIl.DING. 8201.5 Cq7 PRIMARY ROOFS �.---� ---° �.=- ---=-;�_ �_�-_-_. __ � __P_ _�� � � _-- ° . '-. �'�. GRADE 8123.6 ° ` `.,--`''- �- .- --�"'_. --" - _.-- "\ � r �-_- _ 6RADE: 8124. _-.-�:�--°°�" .-- ��- ---_---°"" � �" _____.._�..,._ _._ � _ °-__�_ �.-- __ - --_.� �---�- � BUILDINC� 8197 °'`�PT��~�� � '-� a�sa.o � � � �RADE: 8123.2 '"---"' _--�'"`_ GRADE: $723.6 _ /�_�- �_.w _ --- �----° -°° _�_ �.� .- - _-_- �----`_ "°,--' 1'-6°',-TYP:��� � --'� -���ORMER ROQFS _a. �..--".%-'-'' �„ � � i11.DiN . $191.2 $121.7 �'�-�-v,_ . ��� E: 8122.8 - - / I Y``�-�_ -Y BU�IS7 $i96.8 ,.G g,20.9 � r E: $122.5 I (� BUILDING: 8778.5 , n cw�: ss�a.a � I ~ 20'-9" GRADE: 8422.� � 13'-4` 728` 9UItDING. 8f32 �� -�_ GRADE: 8120.7 E: 8122.5 UILDING: 8134 � _---E: $tr 20_5 � 1 ` � _��d_ i � � ` `� t � �; , ' � 1 � ` I ' � � 1 i � , ~ / �..,� �.� �1� ���{ --�.�_.�� +� - _ .�-""�~� � ° � ~��'� � _ _... ✓--°" �- _ �- �,--r` �_ � �--�' � _--�' �° ` _ �-- ,.-----� _. _..____ �_ _--_ � �. . _._ __�_�_._ ._.. _. ^,.. _�_. --''"� .�,--° ..--'' -_ r-__._ __. _"° NG:_82 __ � �- �- _ _ f ,-- _.._ ______._ � 00 --_____ `\ -- _____.. �_�___ -" m _l� �.. �-- � _- -� --� _�_ ��: �.� - ���� _ , � � � _ ___ __ _ ___ __ __.___ _ _ ��... �� '�°' -`' - � .__ ", ___ e- ..-�- _ - __._ � !- ,- ____ -�_ � "" ay _--_ _��:7 LJ -,. -�-- .-- _' _____ �.. � �� f�� ' --'.. �_---- _____.__----- B ILD�t�G`'87 - �..__ _ ..--- -._.__ �s �, '" ��.._�-----" � _""` __ `��� � . ���. - ..-. -_.� 1�- ' ___ " - _ r- .--s�'' ._ �. , .- _, - �_._. _�.. ��-*.,._ , �- _ ��� . �--° - _,- - __. . j : 5 �._ -_ __ _.._______ _ w__. _.. � �;� , ,,r- , � _ ������ , � - _ � , _ - _ � --�' �'"-- ���%i'; �-' � `� 5- _ _� _ ___�`�.. � ° _ - _,-� , f, , � �, _. r _ s- � i rr�;,���,�' � � J ( �� ,,%� . j f -- MAU--5 �, N ,`� � �g �� "` 1 ` , I IN : 1 � BUICDING:8178-.___ � \�`., �, � } ` BUIIDINC: $1$2 � E 8174.3�_ � GRAUE: 8116 -_.-_.�` l��,j_.,. _.,I__ _��._9. GRADE: $124.3 �., J �.__� ���� iiEiildE.8�'1} .53��T� � � � �� � � - ! � � 8UILDING:$180.3 � " ��� �� ��. ,��,,, �RADE: 8118.4 _.__ / � � GRADE; 8423.$ � ( � / E c: sise �l -_,� ( � � ��'� ; � G E 8117.7 � � _"`-� . _ iy.- � �� j �, ` : ,2# � _.l � J � � �„ Y v ''=�'- C�C�-----� �. i � € !;` � � � � 8 9lliLDING: 81&6.9��� �v � _ -._ �_ _ � -_ _,_ , ��E:� �, - �___ � � 4 � �G E 8 3.8 6RhDE^ $123.9 _ '� ��...�:�_ ss„ - --- - � - _._._ � � � A� - - _. + , � _ -�-,- --- --f �I�, � ; �� 1 � ' ' � '�BUILpiNG: 8f32 y �'� i , BUILDING: 81$6.9 � a' � � � ' GRAD�; 811$.1 1 �� � $UIL61N�: 8134'- __ �� GRADE: � - � CRADE: 8718.4 ` � �RADE: 9123.3 F C'�ftAOE 8i23.4 ` � � GR/+DE; 8123.2 __ i___°_ _ ._. __. _ _, � 1, 1 J � `t - ----�- __�__._. '� � i �` , .__ -.._ �\ -v _..._____ --"'._-._. _--- \ `i � � \ 4 ,, i, "`---_..�. \ � fi 't �____. ,, """_.'-- '� r � �--..._._.__.. . , 1 1 4- __....��. _.__.�.,. r _ � � �, 8-r2 _-__� ____ ______ � � � ,��_--- �� ____�. .____ , � � � � ��; ��i -�._ _ , � � � � - ��-� � ___ ,__� � \ 1 j \ �.__---� --- __-__ __� `'`� �, � ,, ------___ i _"__. _--.__.__ _.___d_. __.._�._ t __.__._ _.______�. t _�_-- -__ -_. __.___ _____ _____ __..__. __.._._._ _ � __ _ __��_._ _______ _______ �l� R __ __ METH4D OF CALCUATiON; ALL DIMENSIONS ARE MEASURED FR4M GREATER 4F INTERPOLATED OR FMNiSN GRAL�ES 70 RIDGE LINE. EXAMPLE; P41NT: TAG: � BUELDING: 8165 = RIDGE LINE f PEAK GRADE: $921.2 = FINISH GRADE GRADE: 8119. = INTERPOLATED GRADE 8165 - 8123,2 = 43.8' (FINlSH GRADE) 8165 - 8119.5 = 45.5' (INTERPOlATED GRAC�E} 45.5' > 43.8', THEREFORE 8119.5 (lNTERPOl.AT�D GRADE) GOVERNS �EGEND. 8921°° FIN�i�SN ��RADE ` � � � _ 8121 INTERPOLATED GRADE - - - - 1 f 9 6" = 1'-p„ �} l . _ tJ� _ __ _____�_ _ _ � � � i ARP.DWG : ' � i � . �` � �-�, \ �.� � �," � `�"""-�_�. ��� (�c 2005 42�4Q ARCNITECiURE, (NC. � � �� � � � � Q � � � ; ��"' � � � � � 1 • • . � . - • ! • � • �WNERjDEVEi dPER V.AIL R.ESC�RTS DEVELOPMEN'I` caMP�.N� nvo�,coz,o��Da DESIGN ARCHITECT � � ��..�_ Derner, Colorada AS50CIfiTE ARCHI'I'�CT 'I �. �LOVFx s�vzzTx�a�r,rnTC. oz�HO.� cz�,ox�o�r� CIVIL ENGINEER ALPINE ENGINEERING,INC. VAIL,COLOR�.DL�O z.�DSC�Pr�xcHZ�cT S E GROUP BURLINGTON,VERMONT STRUCTURAL ENGINEER HAYNES WT-I�1.I,EY ASSOCIt1TES, zNC. HOUSTON,TE�if�S MECHANIC1lL ELECTRIC[�.L PLUMBING ENGINEER ABS CONSULTflNTS INC. DENVER,COLCJRAI70 �xo�ECT�V��x: ao�4l.ao ISSUE REVISION DATE ToV RFSUBMITTAL 02 11.14.06 Tc,V R�SIT�MITTAI.01 03.24.06 ToV StTBI�ITTAZ 03 11.28,05 TaV SUBMITT�II,OZ 09.2G.05 ToV STJBMITTI�L Q1 Q9.07.Q5 PROJECT �EYPL.AN . � � ' ' : ' � • ' . ♦ � __,-�_T__._O��_�.��R���IDGE -�E�=8203'-6" -- �/���2 � � � � � � � � � � � � � � � � � � � � � � T.fl.RiC}GE �_.�._,�... .�.. ..W_� 1 E1.=8239'-8° � � 1 � 1/A21i � [ ,,,,.� � .�..� ,� .�. .m. � .,....� .e ...... � ._.. ..... � ..�.�.. ..�� ,� .�.�. ,.e. .e. � � � ,..�., � � �.o«, °.�,�„► 2/A213 � � ,� .� ..... ..� � �. ...�. �.. ,� ..�. � � ,�,�. ,�. .� � ,�. .� � �. �. ..� � ,� _.,.. ..� � �. �.. � �. ,� � � .� � � 7.O.RIDGE � �..�._ � .,..�. ..wM...�..��,.�....�w...._.__._._ _..__.. _-�____�.�..m.__...� � EL=8207'-8° _..__..___._.v..,.._�......,.._�,__._....�_ � � i _ ' � T.� f�z � _.,..._...__,...._..._ _.__�. _ i!" t ____ ___ '__ - 1 �� �l_�.4 7. .. � ;i 1 1 ..�i' .y'/ _ " [' � �/ y'� �y y �4� G . . � �. � , �. y. �, ,� �, � � � =_t.: �f '� � • _+.�; � , ,, s, ,. ,�. � , � � � _ ` f �. � ( i __ � ¢ � e D s r P 3 j'4 ... ., e ., .. . . -. � t a � ..�. �� � �.�u � , ; ' ..�.....�w.,.�..�»�« .«.v....�+ �.m.2� �.: e �... _ . .. .. � .�,: ..Y .:.. :n r� .. i., . . .. .. ... .. . ..,.. . . . � ,t . . _. ..... .� . . .... �. .. � i � � . ° . .. . � . . � . . .� ... . � � _ __ _ _ ������. 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METAL RAILING, TYPE 4 STUCCO WFIL� DECORATIVE MEfAL RAILWG, TYPE 2 CAST STONE FASCIA � � �OPPER—NATURAL PATINA "�J1��r�CCO" BY SYDNEY HARBOR—VARIED FINISHES FRQM FCNE T� HEA11Y '�EXTURE CONTINENTAL CAc? STONE, INC—COLOR "634" ALTERNATING TEXTUREr"'`.. E3r1'r9rJii�iG FROM �MOQTH iv i�IGHT HAMMERED DAK4TA BRC�WN SANDS`7n�1� NATURA� PATINA Tt} MATCH �^v���� r�,�Orl�ii� CaI.OR "SW 607Q—HER4N P�UME" BY SHEF�W�N W4�LIAMS—SM(J4iH TEXTURE COLOR "SW 6{770—HER�N PLUME" BY SHERW(N WILLIAMS—SMOOTH TEXTURE �, � 70� FLOUROPOLYMER FiNISH--COLOR "SW 6470—HERQN P�UME" �Y SHERWIN V�IILLIAMS—SATIN F1NiSH CAST STONE—CC7NTINENTAL COL(JR "685" FRAME COLOR—"5W 6070—HERt�N PLUME" BY SHERWiN WILLIAMS FRAME COLOR—"SW 7030—BLACK FOX" BY SHERWIN WILLIAMS CAST��STON�E—CONTIN�MTAL GOL�R� "685" �, . . � . � .�, � ._. � MEi'AL—"SW 7�20-8{.ACK FOX" BY SHERWIN WILLIAMS CAST STONE—Ct7NT(NENTAL CaLOR "634"—SMC30TH TEXTURE CAST Si�NE—Ct�NTINENTAI. COL4R "834" NATURAL PATINA NATURAL PATINA METAL—"SW7020—BlACK FOX"y BY SHERWIN WI�LCAMS .. ��_.. Q 2005 42�40 ARGNITEGTURE, 1NC. � � � �� � � � � � � �� � � � � � � • • . � . • • � � � OWNER jDEVEI.C}FER VAIL RES�JRTS L}EVELOPIVIENT caMP�N� �voN,co�,ox�na DESLGIV ARC�IITECT � � ---_____ Denver, Galorado ASSOC7ATE ARCHITECT GLOVER SMITH BODE,INC. OKLAHOMA CITY,OKI.AHOMA CIVIL ENGINEER .E1.LPINE ENGINEERING,INC. VAIL,COLORADO L1INDSCAPE ARCHITECT S E GROUP BURLING'TON,VERMONT STRUCTUR.AL ENGINEER rTt1Y1�3ES W.F-I.ALEY ASSOCit1TES, INC. HOUSTONy �E�.S MEC.Ht1NICt1.L ELECTRICt1L PLUMBING ENGINEER ABS CONSULTt11`3T5 INC. �ENVrr�eoLOx�o PROJECT NUMt3ER 20941.00 ISSUE REVISION DATE DR8 RESUBMITTAL 02 11.2�.Q6 DRB RESUBiV.CETTAL 01 05,17.06 TOV RESI7BMITTAL 01 ti3.24,0G FIT3AL DRB SUBMIfiTAI. 01.04.46 L?RB SUBMITTAL 41 11.21.05 ToV SUBIJIITTAI,03 11.2$.05 ToV SUBMZ'I"I'AL 02 09.26.05 � 'i��r S��MI`I�'1iZ.Q1 09.Q7.05 fY r�-..-�.- .�.��a �L� \4R7ti PROJBCT BBYPI�T �� . J • • � . � GFRC CORNICE l�t SYNTHETIC SLATE TILE RO�F, TYP. SYNTHEi'IC SL,ATE TILE ROQF TYP. . _ • ' � � � * ' � •!• � • E '� ' G� �. w ,� i : :: MEfAL SNOW FENCE, TYP. CAST STONE CAP, TYP. �LE�IEL 5 ,.�.�.._,_��,. ..�.._..�.. .�._.�.�...����.._ Y EL-8177—5.5Y`M.,�.._�. CAST STONE SllRROUND 7HROUGN FL. 04, TYR. f�AlNTED TUBE ST�. SUPPORT, TYP. C� PROJECTED GLASS BAYS �-�4 �ww.,.�_ EL-8166—2,�. r r . • . . � 2 .�._.�.�._.�__.___w_ EL-8144'-2µ�� TYPE 4 METAL RAI�ING TYP. �1 ...._.�.__.-�___��._._ �._.w._._ EL-8132-p_�..._.. �TERRACE LEVEL ,�„� � E�21'—Q'�� .r TYPE 4 ._ „�• •�s . . WAL� MATERIAL 2: WA�L BASE: FASCiA: SOFFITS: PARAPET CAP: BE�.T COURSiNG: wi�vaaws: ��� �� ����� I�t "• � i�!' iM!` ' tiAN�..�. .KAI� ._1,;, . � HAND RAIL 2: CORBELS: FlA5H{NG: GtJT1'ERS jDOWNSP(7UTS: SNOW FENCE: LJf"lW 4� 1 1 1 • , , � . SYNTHETIC 5LAT� BY ECaSTAR FLAT SEAM COPPER 3—C�AT CEMENT STUCCt7 CAST STflNE VENEER PANELS NA7URAL CUT STONE G.F.R.C. MQU�DIING G.R.F,C. MOULDING G.R.F.C. MOU�DING CAST STC7NE PELLA "ARCHITECTS SERIES" RAISED STUCCt7—PAINTED A�uM. c�o woaa RA15ED STUCCO—PAINTEDICAST STONE � i�0 : � ' �i � . s �r��■ � r� � � �.. . . . n V/li � i t/ • RANDQM PAITERN-15% BLACK-40% MIDNIGHT GRAY-40� FEDERAL GRAY-5� MC7UNTAIN PLUM COPPER—NATURAL. PATINA "MORC7GC0" BY SYi�NEY HARBt�R—VARIED FINISHES FROM FINE T� NEAVY TEXTURE CONT(NENTAL CAST STONE, !NC— COLOR "634" ALTERNAT(NG 7EXTURED BANDING FROM SM04TH Ta I.IGHT NAMMEREp DAKOTA BROWN SANDSTONE C{7�OR "SW 6t}70—HERON P�UME" BY SHERWIN WILLIAMS—SMf30TH TEXTURE C0�4R "SW 6070-�-NERON P�UME" BY SHERWiN WILL(AMS—SMOOfiH TEXTURE CO�t7R "SW 6070—HERON P�UME" BY SHERWIN WILLIAMS—SMOQTH TEXTURE �AST STONE—CONTINENTAL Cn�OR "685" TYP. WlNDtJW — COLOR "SW 6070—HERON P�UME" BY SHERWIN WILLIAMS—SATIN FEh�ISH CAST STONE—CON7lNENTAL CO�OR "6$5" PAINTED STUCCQ—CC?�OR "SW 6070—NERON PLUME" BY SHERWIN WIL.LlAMS— MEDIUM TEXTURE FRAt�E CO�OR—"CHAMPAGNE" STUCCO—"SW 6070—HERON PLUME" BY SHERWCN WILLIAt�S METAL—"SW 7020—BIAGK F�X" BY SHERWIN WILLIAMS : : CAST STONE—CONTINENTAL COLaR "634"—SMOOTH TEXTURE CAST STONE—CC?NTINENTAL COLOR "634" r�aTU��� �a���v� NATURAL PATlNA METAL—"SW7n20—BLACK FOX°', SY SHERWIN WI�LIAMS 118" = 1'-0 AELNO.dWG �+ • �����_ STONE VENEER, TYP INTAKE GRIL� 2d05 42j40 ARCNITEC7URE, INC. � �� � � � � � � � � � � � � � � � + • • . � . • • � i � OWNER%DEVELOPER VAIL RESC�R'I'S DE��ELOT'l��ENT ca���N� AVON,CQLURADtJ DESIGN ARCHITECT � � � �� �� Denver, Golarada t�S5C?CIATE ARCI-3ITk',CT GI.OV�R SMITH BODE,INC. oi�LAHOMA CITY,OKI.AHOtiSA CIVIL ENGINEER I�Ii.PINE ENGINEERING,II�.?C. VAIL,COLORI�IDO LANDSCAPE ARCI�ITECT S E GROUP BURLINGTt)N,VER�'v1C)NT STRUCTURAL ENGINEER HAYNES WHt1LEY ASSOCIATES, Il�C. HOUSTON,TEXAS MECH.t�I��ICAL ELECTItICElI, PLUMB7NG ENGTNEER �BS CONStTLTt�NTS It�33C. DENVER.,CC3LORt1D0 PROJECT NUI�IBER: 20941.00 ISSUE REVISION DATE ���Ii�t�; .� �;`���T��M�►: � � DRB RESUBiYfITTAL 01 05.17.06 TOV RESI3BMTTTAL 01 03.24.06 �TNAL DRB SUBMITTAL 01.Q4.06 DIiB SUBMITTAL 01 12.21.05 ToV SI7�MITTAL 03 11.28.05 ToV StTBMITTAL 02 09.26.Q5 ToV SUBMITTA7101 09.Q7.05 1 ',�,. aott�x \ PROJBCT KBYPLAN' ENLARGED► ELEVATIONS ♦ a � � i : • : T --�, •� :, i 4;•) � (� L�. T1�. ���.� i���, ,�I 'i � I���'i �i ■� � � '�� SYNTHEI"IC SLATE TILE ROOF, QIAMOND PA?TERN, 7YP. ABOVE GLASS BAYS— SYNTHETIC SIATE TI�E ROOF, TYP. — I � _�.�_.�.�,,.m_,.,.�. � CUT STON� BASE, TYP. 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WItJD4W - COLQR "SW 6Q70-HEft4N PLIiME" BY SHERWIN WILI�lAMS-SATlN FENlSN CASEMENT AND F'iXED WINDOW FRAME COLOR AT PROJEGTED BAY - "CNAMPAGNE" s� sr W U CAST STONE INDOW S RROUi�D 1; CAST ST NE-CONTIN TA 0 EN � C4�.QR 685 _ . _ �, t, _ .. _ , ,RAISED STUGCO PAINTED. WlNDOW SURR4UND 2. PAINTED STUCC�-CC?LOR SW 6Q7fl�HERON °PLUME BY SNERWIN WILLIAtvtS- _ ,_. MEDIUM TEXTURE aoo�s: ALUM. CLAD WOOD FRAME COL4R-"CHAMPAGNE" DOUft TRIM: RAISED STUCCO-PAlNTEQ/CAST STUNE STUCCCI-"SW 607fl-HERON PLUME" BY SHERWIN WILLIAMS HAND RAIL. 1: FORGED META� RAIL ANQ PICK�i'S META�-"SW i020-BLACK F�7X" BY SHERVUIN WILLIAMS HAND RAIL 2: CAST STONE SA�USTRADE CAST STONE-C4NTINENTA� COL�}R "634"-SMOOTH TEXTURE Ct�RBELS: CAST STt�NE CAST STONE-CONTlNENTAL COLOR "634" ��ASHiNG: CQPPER/PAINTED META� NA7URA� PATINA GUTTERSf DOWNSPOUTS; COPPER NATURA� PATINA SNOW FEN�E: STEEI. 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CAST STUNE BEL7�INE, TYP. PRQJECT NUMBER: 20942.04 CAST STQhJE S�1F�f�Qt�N(��,�_ nP• ISSUE REVISION DATE CAST STflNE CAP, 1YP. CAS1' STONE VENEER, TYP. DRB R:ESUBMT'ITTAI.02 11.27.06 DRB RESUBMITTAL 01 05.17.06 TOV RESUBMITTAL 41 0�.24.0G �r�Ai.I3Rs SUBMITTAI, OL04.46 DRB SIJBMITT'AL 01 12.21.OS ToV StTBMI'�I'AL 03 11.28.05 ToV Sl3BMITTAL 02 Q9.26.05 Tov scrs�zrr�,a� o�.a�.o� � 1 . � � � i : :/: � I�� ' ' � . � ♦ / �� OFf LEVEL �f EL-8188 -5 5 YA���uW�A��'�� KYI �E�L�--8177 -5.5Y�'�..��..._. C4 � �LEVEL 4 ��„ _ E�-8166`-2""��µ�.�. META� SN ri.LEVEL 3 g„�_ -'P EL-8155'-�'2 � GFR< CAS' � �EL 2 .�.�.�.._ Y EL-8144�'-2�rv� CAST STC � CAP _�_LEVEL___1 _ _ �`�'EL-8132'-0'�� CAST TERRACE LEVE� EL=8121 -0 �_____..��.._..��._ .� i RaaF: WALL MATERiAL 1: WA�� MATERIAL 2: WAL� BASE: FASGIA: S(3FFiTS: �ARAPET GAP; BELT C4URSING: w�rvaaws: �• "i i �• � i'• � f�f; . . � . N.D. CONCRETE RC}OF TI�E 3-COAT GEMENT STUCCO CAST STONE VENEER PANELS NATURAL CUT STUNE G.F.R.C, MOU�DIING G.R.F.C. MOULDING �.R.F.C, MC}ULDING CAST ST4NE PE�LA "ARGHITECTS SERIES" CASEMEN AND FIXED CAST STONE RAISED STUCCO—PAINTEd ALUM. c�aa w000 RANDOM PATiERN-15% BIACK-4(}� DARK GRAY-40� LIGHT GRAY-5� DARK RED "MORQCCO" BY SYDNEY HARBOR-VARIED FlNISHES FRQM FINE TO NEAVY TEXTURE CONTINENiA� CAST STONE, INC-�OLOR "634" A�TERNATING TEXTIiRED BANdING FRt3M SMOOTH TO �IGNT HAMMEREQ DAKOTA BROWN SANDSTQNE CO�OR "SW 607t7-HERON P�UME" BY SHERWIN WILLIAMS-SM�flTH TEXTURE COLOR "SW 6070-HERON P�UME" BY SNERWIN W!(�LIAMS-SMOOTH TEXTURE COL4R '�SW 6f�70-HERON PLUME" BY SWERWIN WiLLiAM5-SMOt3TH TEXTURE CAST STONE-C�NTINENTAL CO�QR "685" 70� FLOUROPOLYMER �INISH-COL.OR "SW 6Q70-HERQN PLUME" BY SHERWIN WILLIAMS-SATIN FINlSH GAST STONE-CONTlNENTr�L CO��R "685" PAINTED STUCCO-C4LOR "SW 6070-HERON PLUME" BY SHERWIN WIL�IAMS- ��a�vM ���uR� �RAME C0�0�-"SW 6470-HERON P�UME" BY SHERWIN WILLIAMS HAND F�AIL 1: FQRGED MEiAL RAIL. AND PICKETS METAL-"SW 7024-BLAGK FOX" BY SHERWIIV WiL.L1AMS HAND RA1�. 2: CAST STONE BA�USTRADE CAST STC}NE-CONTIN�NTA� COL{�R "634"-SMCI4TH TEXTURE CORBELS: CAST STONE CAST STONE-CONTINEN7Al. COLOR "634" FLASHING: COPPER/PAINTED MEfAL NATURAL PaTCNA GUTfERS/D4WNSPC7llTS: COPPER NATURAL PATlNA , �ar � �r :, _._ N W F N , S d E GE � m �. „.S7E�El� _ .,u � �1��L �S,W7020 BLAGK F�X ,� BY��SH�ERWIN �WILL{AMS � _ 's► � ' � �HEric s�aT� -n�� �, TfP. � • . • : z �� RAI�ING � STUCCa SURRQUNQS ---�-F`1..�°-�.7��'���_._..�.,�._..�... CAST STONE BELTLINE CAST STONE SUI�ROUN� t�► TERRACE LEVEL 2005 42�4� ARCNITECTURE, iNC. � �� � �' � � � � � � � � � � � � � ' • • � i � • • � - �� � � OWNERJDEVELC3PER A � . r DEVELC�PlV1El�T CC�l�2I'AI��Y AV4N,C4L4RAD0 DESIGN ARCHITECT � � � �_ �� Denver, Colorada ASSOCI[ATE.t1KCHITECT GLOVER SMITH BC}DE,INC. 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MOULDING CAST ST�NE x F'ELLA "ARGHITECTS SERIES" CASEMENT ANf} FlXED CAST STONE ALUM, C�AD WOOD STEEL FAME {NS. GLAZlNG SYSTEM CAST STONE FORGED METAL RAiL AhlD PICKEI'S CAST STONE BALUSTRAQE CAST STONE COPPERfPAINTED MEfAL COPPER STEEL ��% �� �� �� � � ��,� ��� ■ i;�i �� � — � � RANDOM PATTERN-15% Bl..AGK-40� DARK G�A+Y-40� l.fGHT GRAY-5% DARK RED COPPER—NATURAL PATINA "Mt}ROCCa" 8Y SYDNEY HARBQR—VARIED FINISHES FROM FINE TO HEAVY TEXTURE „ a, FROM SMOOTH TO LIGHT HAMMEREO DAKOTA BRQW�I SANDSTONE C4Lt�R "SW 6070—HERON PLUME" BY SHERWIN WIL.LlAMS—SMt�OTH TEXTURE C(?LOR "SV'� 6070—HERON P�UME" BY SHERWIN WlLLfAMS—SMO(}TH TEXTURE COLOR "SW 6070—HERON PLUME" BY SHERWfN WI�LIAMS—SM40TH TEXTURE GAST.,STONE-COI�TINENTAL. COL�JR w"685". t � .. _._ , w � . ._�. _ �_ TYP. WINDOW CO�.OR "5W 6070—HERON P�UME" BY SHERWIN WILLIAMS—SATIN FINISH CAST STONE—CONT4NENTAL COLOR "685" FRAME Ct3LQR—"SW 6070—NERON PLUME" BY SHERWIN WILLIAMS FRAME C4L.C7R—"CHAMPAGNE" CAST STONE—CONTINENTAL CqLOR "685„ METAL—"SW 7020—BtACK �OX" BY SHERWIN WlLLIAMS CA5T STONE—COf�T(NENTA� COl�OR "634"—SMQOiH TEXTURE CASi STONE—CONTINENTAL COLOR "534„ NATU RAL f'ATI NA NATU RA� PATi NA METAL—"SW7020—BLACK FOX", BY SHERWIN WILLIAMS ���►���t� � � � �, � , � � � � 1 �� � � I �� irr � � � � � � � � 1/8" = 1,_Q" AELSO.DWG CQPPER FASCIA SYNTHEI'1C SLATE TfLE ROOF, RANDOM PAT1'ERN TYP. GFRC PARAPEi CAP ., . � _ - :' ���s � �� �•� �_� �ii� �'...i i� TYPE 2 % METAL RAiLING STEEL FRAME, INSULATED GLAZING SY5TEM, TYP. Q 2005 42l40 ARCHiTECTURE: lNC� � �� � � � i � � � � � � �; � ' � � � � � � ' a '�' . � . • • � i � OWNER%DEVELOPER VAIL F;ESQRTS DEVELOPI��EN'I' coM�ANY AVC)N,COLdRADC? DESTGN ARCHITECT � � �......-._..� � Denver, Golorado ASSOCIt1TE ARCHITECT GLC7VER SMITH BODE,INC. oKr�xo�ez�,o�.�a� CIVIL�NGiNE�R ALPINE ENGINEERLNG,TNC. VAIL,COLOR11L�0 LANDSC t1.PE.t�R.CHITECT S E GROUP BURLII\zGT�N,VERMt�NT STRUCTURAL ENGIN�ER HAYNES WH.AI.EY ASS4CIATES, z�c. HOUST(�N,7'EXAS MECHANICAL ELECTRICAL PZUMBING ENGINEER �BS CC�NSUL'TANTS INC. DENVER,COLORADO PROJECT NUMBER; 2f�941.(l0 ISSUE REVISION DATE DRB RFSUBMZTTAL OZ 1127.Q6 DRB RESU33MI'I'I'.E�L 01 Q5.17.OG TC7V RESI7BMITTi�L Ol 0324.0G FINAL DRB �UBMITT.t1L 01.04.�G DRB SUBiNITT1II.01 11.21.05 ToV SUBi1�1ITT.f�L 0� 21.28.05 ToV SUBMITTtLL 02 09.26.05 ToV SUBM1TTt1L 01 09A7.45 . . + . ;�. � . � ENLARCED ELE��TIONS ♦ , �. .,,� . METAL SNOW FENCE, TYP. .,�.�o�r ��vE� ...�..�...� EL=8188 —5.5� �E�5 _�.� E�-8177—5.5'��� IYPE 1 METAL RAILING . : : .. TYPE 2 MEfAL RAILING �I�EVEL___3 �EL-8155—2���p�" TYPE 3 META� RAILING _�.LEVEL 2 �,.�.._..a�.,�___ �'�EL=81��. CAST STt1NE BA�USTRADE, TYP. CAST STONE GAP, 7YP. CAST STQNE VENEER, TYP. , , �„�� ' .�N�MM�CAST STONE SURRC}UND,�TYP. LLYG EL-8132'-4"��� METAI. GATE, PAINTED CUT STONE BASE, iYP. ri.TERRACE �EVEL �...._„,.�_ �E�=812� 1'-0"�� i2 R40�: WALL MATERIAL 1: WALL MATERIAI. 2: WALL BASE: FASCEA: sa���-rs: PARAPET CAP: BE�T COURSING: , . � : SYNTNEi"IC SLATE BY ECOSTAR 3—COAT �EMENT STUCCtJ CAST STONE VENEER PANELS NATURA� CUT ST4NE G.F.R.C. MOU�.DIING G.R,F.C. MOUl.DING G.R,F.G MOUl.DlNG CAST ST4NE RANDOM PATTEF�N-15% BLACK-40% MIDNIGHT GRAY-40% FEDERAL GRAY-5% ?viv���.�'T.���� P�UM "M{�ROCCO" BY �YDNEY HARBOR—VARIED FINISHES FftOM FINE TO HEAW TEX7URE CONT(NENTAI. 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RAISED STUCCO---PAINTED/CAST_STC}NE STUCCO—"SW 6070—HERaN PLt1ME" BY SHERWIN WI��iAMS . _ HAND RAI� 1: FORGED METAL RAI� AND PICKETS MEfAL—"SW 7020—BLAGK FQX" BY SHERININ WIL�IAMS HANC� RA1L 2: CAST S70NE BALUSTRADE CAST STONE—CONTlNENTAL CO�OR "634"—SMt�OTH TEXiURE C4RBELS: CAST STONE CAST STONE—CaNTINENTAL CQLOR "634" FLASHING. COPPER/PAINTED MEfAL NATURAL PATINA GUTiERS f DOWNSPOUTS: COPPER NATURA� PATINA SNOW FENCE: STEEL MEi`A�—„SW7020—BLAC{4 FOX", BY SHERWIN WILLlAMS ����������� � � ��� � fpfy � �i��f� � t� � ,a��sa.owc FLAT SEAM CQPPER R�OF, C4RNICE & FINIAf� w/ sNOw e�EaT STUCCQ RAISED PANE�, iYP. STUCC4 SURRtiUNC?, IYP. C�D F�. 02-04 TYPE 3 MEi'AL RAII.ING CAST STONE FASCIA 8c CORBELS, TYP. C�D BALCONY , • •-� r c� ! : - -. 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MATERIAL. 2: WA�.L BASE: FASC(A: SC3FFETS: PARAPET CAP: BELT C�URSIh�G; WlNDOWS: �! "i i �i ,�� •'• ! _. � • E i SYNTFiETIC SlATE BY EC4STAR 3—COAT GEMENT STUCGO CAST STt�NE VENEER PANELS NATURAL CU7 STONE G.F.R.C. M�U�DlING G.R.F.C. MOULDING G.R.F.G. MOU�QING CAST 5701�E PEL(A "ARCNITECTS SERIES" CASEMENT AND FIXED CAST STONE RAISED STUCCO—PAINTED !ii` _. � , � i�i � s�r�� � �• � s �• � � • i • � -• �� � � . � • � � '� i : • ' � i •'• � • . . s.. . . . 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C�KLAHC�MA CITY,OK�T..AHOMr1 CIVIL ENGINEER ALPINE EI`SGINEERING,INC. VATL,CQLQRADO LANDSCAPE t�.RCHITECT S E GROUP BURLINGTON,VERMONT STRUCTLTRAL ENGTI�TEER H1iYNES WH.t�T:EY ASSOCL�TES, INC. HOUSTC?N,TEX115 MECHt1,'.�1IC11L ELECTRICIII., PLUNBING ENGINEER ABS CC7NSULT.t1NTS INC. DENVFIt,C�Lt�RADO PROJECT NUMBER: 20941A0 ISSUE REVISION I?ATE DRB RESUBMI'ITAL 02 11.27.06 I�RB RESI7BlYfI'I"TAL 01 05.17.06 TOV RESUBMIfiTAL 01 03.24A6 I�INAL DRB SUBMTTTAI. 01 A4.06 DRB SUBMITTAL 01 11.21.05 ToV SIIBMITTAL 03 11.28.05 TaV SITBIvRTTAL Q2 09.26,45 TaV StJBMITTAL 01 09.07.05 PA07FLT N�RTtI ,�� :i4RT1t PR�DJECT KBY�'LA�T ' � � � � � L � sYr�Tr��ric s��E TI�E RQ(7F, TYP. . • r : :: L� E�-8i 77�-5.5"`�� . ��:3 :• � -- �,LEVE� 3 Y E1.-815 2" �� E�—$14-4— 2� /' I '�w t, r� / , i i � � Roa�: v��'�:;.. �aATERIAI. 1: WALL MATE���L �a. WA�L BASE: FASCIA. SOFFITS: PARAPET CAP: BEC.T COURSING: WIND(3WS: �• -�s � �• �•� � /��� �s�. . r -� � �.. . • �! 'i . , � H.C}. 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