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Vail Lionshead Filing 1 Tract D (6)
. . . . . . . - > .t.- ,, :.. ,..� .: . ._. ... _ _ . - _ . . . . . . i .� _ . ^.. .a .: . .. � : y�� . .� . ..,., . s . ... s.. .�.t - - ' -• _ ♦ . � ' t 4t : . . - . . . . . � . . _ - . . . . . . . . . . " T . r . . . . . `. � �_ •-- ; ' . . � .: -�f- . . , .r � . . � .:. -. . . . _ ' - - .• . ::. : - � .. . _ :. � " _ - . . �.a ' . _ _ -. [.ai. . - . . . - . . _ . . . . . _ _ . . . . . . . . - . . . . . . ' ' . . .l . -. . .. -. .- -. � .. _ . . . . ... ._> .. . .._ . . . . . _ . - . : .. -. • ; '" . =' . - . . . . . . - - . . . . . - . . . . . . - . . . _ - - . . . _ .. � .. . :[..-. � . - ..' l. � _ -. - . , .. . . ` r _ . . . . : . . .: . . . . . . . . . . - ' - . . - - . . � • . . . � . _ . - - - - . . - _ . . . - . - . . . . . _ . . . - . . . . . . . . . . . . . . . . . . ' . . - . . .- - - . . .. , - - _ . . . . - . . . -. . . . : - _ - . . . . - . . . . . . . . .. . . , . . , . ._.. ; _ � , . . . - . -. . ' ..:� �I� - . . . _ � � � . . . . . . . . - - . . - . . . . . _ . _ . . . . . . . . . . . . . . . . - - . - . . . . . . � . . . - . - . .. _ . . . , � . ' � . . �r, . • ' . . _ . . - - - - . • - `. . . .. .. - _.` >. . ._ .,.. _..i� n + , � _ . . - . � . . . . . - . . . . . . . _ _ . ;�� . . , . . . . _ . . . . -�. . ., , .� _ ,� .-` . . . - . . . - " . . . _ . . . . . . .. _ . _ , _ . _ . - - - . . . , . : -. . • .. , f. .. -.c ' . . ` ." . . ' . . . ". � . . _ ' . - . . . . _ _ . : . �• ' �� ' - ��� � . . � . . . . ._ . . " - . _ _ - . . . . . - . . . . . . . e . . .. . . � . . . . _ . . . . . . . _ . .. . . . . . . . -. - . ._ . _ • . . . . . _ " .- . . ' . _ .. ' . . . . . . _ . - _ - . _a . . ... . .. . . . . . . . _ . . . - . . . . . . . . . . - . . - - . . , GENERAL NOIES : - . . STRAW BAIL DIKE ' � °_ >�. t `� : 4 1 . The Contractor shali schedule a preconstructio� meeting with the Owner and the Engineer at - ", ° , : ` Temporary Erosio� Control _ _ k M ' , least 48 hours prior to the start of constructfon . Plans will be distributed at this meeting. No . . � . �i . c s ruc ion ermitted rior to the reconstruction meetin : ; . .: ' : ; rt t�zed dw�n� !h � eonstrueGon on4 londxopn9 .. _. . , . . : . ����� �� .���� ;� �����.��� ������ on t t be q S c Cb � titOtron Derm> >hap Er u will p p p nl�. . .. . . L Qsto erm ahat{ toc otcadr+9 to t?:• !'rosTon Contrd Pfon . �m�r.r n.�n, ,> -, . . • , - - _ - , , 4 shs�SD� insto� p(orsto e,ct wtton. t� v , �-- � '' ' ` ` ` ' ' " ' ` _ ' ' ` '' "° � ., Y ,� t; $ 2. The Contractor is wamed that confticts with existing utility services may exist. Rrfor to ; =:. , - . .- =: " � ' _ _ � ��� � � ��� ������ �i �- ���� lrr c«,trxtor �t►oe �• r�s� a�t• ta prw«,t;r,9 p,• rdeos. ot se�'�nssnt icc«+ ,�rot.r � � , � _ ,� , beginning any construction, the Con �roctor .shall contact all appropriate utility companles for - � �;: , _ . . . , . � _, . ,. . , .�� ��� � o�+i tr.• constrvctwn at•. ons anoq D. rtQured to insta� oJditiond eontrd fQcg�t:es ^ : > ' i i in 1 di de h . An confli ts with the FLOw fr ,�� � � ° - � ; f L g line (ocotions. He shall then locate all util t es c u ng t . y c ���� �� . � ��� ��� ��' ���� .• � �t: � �� � �• et th� drectwn ol tf� orcA�tec! or Inspecta. ohoi,l4 Arob;ans occw. � `J' � P �_ proposed construction shall be brought to the attention of the Engineer so that .minor line or �e :ean;er,t :trvctwes anau D• dconed, r�eated ona repa�rM ,�;u,;n or,� toy ��� �-`� grode changes can be made to eliminate ony conflicts with these ex+sting utilitfes. Damaged .. Pr02ect �e e�v��onm,2nt etteci�r•�y �r�d ec�ri+eanyt �ol:�Ct follcwn9 o storm occwra�+u. '°"' ...... 'F-'`_ 4" VERTICAL FACE � utilities shall be repaired by the Contractor at no expense to the Owner. s3r►d, but' dn4 �s. AvOid s.i'►tirlq str8ams. SuttGUnQing Oro¢erty, . � �t�rm �w�g, A3 r►10rg dnd rripr� gmpita5�3 �3 put �n 58Vir�u� . � ' ' STANDARD SYMBOL 3. Contractor shpll obtain at his expense all permits and inspections which are necesspry to -- Out tivet�d3. ie taCrons are becom;�,g� more sc�ent rec,�ard�n� ---�� ' ► �� �'�'�- SBD perform the proposed work. �'� Dwnp�� of trry wa;et trom hotes around conscruct�cw� s�tes-- ��%�,;' � � < < ' '��..���x�� B E D D I N G DE TAI L (rOiYi tCUnSi�.GOAS, p►pe Gne consiritction. re�aii�ng mun';Gipal ��f (" �--�,:y - 4. All construction sholl conform to municipal or district standords and specifications and be w�,9Etsainier Gn�sF ina�Sr.� cunstructior►. ut;tity, tu�way �►td s,;e _.. :. . * � �� � ���,; . _ � ��r�1Q¢rt:errG T��e appGcatiors arQ en�tess u4herg (ytATBAt; is --- . subJect to construction observation by their representatives. Copies of municipol ond district . standards must be obtained by the Contractor. Contractor shall have one (1 ) stgned copy of cl:aansi�er! . � , _ 1 _- . -�*--�:_,:.._� � '"' ""'�"'i the plans (approved by the county and UEVCSD) and�one (1 ) copy of the appropriate � (�51$iI�C�.i3 2s�Sy_ F'u5t. DIRTBAC� �s easy to uac�sport to the � = • .-' • _,,,_�..._/���--� �- "`�' = • Sl �.T fENCE ANGLE FIRST STAKE TOWARD , z,/� ,, specifications on the job site at all times. The Contractor shall have one complete set of the PREVIOUSLY LAID BALE � � " ' Contract Documents on the job site at all times. site. TranspCrt'�tg a simpie fot�ed fabrie ba� gheats hautin a foad �� �� �� `k� 14 '/I ��� • �, ,.�' ^ � p � S � of 52r�� b31�s! 1`o insta�. S�mply unlold and. inSert u� to 8 pump �� � _ '"'"'`�-`": . . _ _ . �Set�dr� ho58 int4 hdnd�r s�e►vn-inSpou t. anQ Sfcure wiUt the _ . - - - - - �---, „�..,.�. -✓,S _ . _„�, �x e' ktsr srACa,c� - � e r 3kt�tT.ed_ stt��Q9. Pump d�rry water into pIAYBAG---hdndles in - - ---- - '�� ��` yAx G to G ' � � 5. Controctor shall not scale drawings for construction purposes. Any missing dimensions or 8xC8�S 01 23t7U • .-�. " � � _ J ^ F�OW ` ' � �z �` � ' � � - "' � � �' P P 9 P YS 9 gallmi(�: ThA .k� Cpq2CtS th9 Siit �s the Cl2�� -_-�. �� ��' �'�'"a �'� � discre ancies in lons, field stakin or h ical feotures shall be brou ht to the ottention of the y►'3t�t r�2ntry tili��3 Out frOrt18lt si es. eQnSiC2� the al;gmativgs. � .::�;. -. ( �� ��' j0• �1O � ` � � ` Engineer. If Contractor proceeds with the work without notifying the Engineer, he does so at �a,� �;��r; �' r his own fiSk. sucf� as: Stiaw t�►i� fats �vhici� are more cum�ersome ta. trans� �- , � �_ - Rat. b4i1� arid tQ c�ean i,p �tterward, And OiATB� pos�s no . +1 • ' � - ' J � _ _�`''N'��'`_ , � � .� _ threat to tr� eriv�ranment h Qi3 p �....; � x �� "►� , ��, . � � BOUND BAIES PLACED ON 6. Observations of the work in progress and on - site visits are not to be construed as a guarontee v�r ert pOS9d 01 pro erty.; � ` f tlgs�ned :and pro�uCed trom a var,ery ot tdbnC! Eo t1�ee! - � - � � s " ;,K,�,,,ti, � � � � ' CONTOUR or worrontee by the Engineer of the Controctors controctual respons�bifities. enginee(u� 3p`et;C►CaCans forti4wrates. stren�tl�. �rtd perma • ' , . ' Hoa+ T or ntrat �;'� � � �; � S � �' �l?��i �f3b�ti28dtq�rOViC@ �pS+5il�tet0u(ira•r�p;etdegra.daGor►. " - _ :�� - ' . � s• u;,v, . . . _ � 7. Compaction testing shall be done from time to time at intervals deemed appropriote by the ' � En ineer or as re uired b Town of Vail. `� � � • Y =a��f Lr'; s � �' 2 RE- BARS, STEEL PICKETS, OR 2"x2' STAKES 9� 9 Y tN1►C' . StdtB, ai►d COrpi 9fF��neers spec�t�cat,ors. -..:�.i,'�---�.�.,_,# • 1 1 1 /2' TO 2' IN GROUND, DRIVE STAKES ' Avaad�l� in 1�x y5'. t2 /�' x 15'. and 15' x ti5' site�: C�stom , y , su�i��s6ava��taWe. - ' � � � _ 3 �-6 � - FLUSH WITH BALES. 8. The Owner will provide certain construction stoking. The Controctor is advised ihat this may UnCQ yOU use DIAYBA(3 yoti Y r,evet do it any otF�e< <�ay. � , �-� �./ ` �• a• y,�.� - _ � not be oll of the stcking he will need. Additionol staking will be at the Controctors expense. / � Refer to the Contract Documents for detai1s. - - - - . . . - ' - � �'.� ' "'--� +r. - - � - . - = . . SP�� IFLCA�610N� vvo+ r;on:,,c.�n ` ----.-.:. - � �`'' ' PERSPECTII/E V1E1r11 ANCHORING DETAIL 9. Benchmark: VA Control Point #31 . Elevation = 8124. 93 ProG�',;e� tei� �isL'±od U►��t3 2G%A 35Sti s�33 a�3S , • ��� �`"",--- -- _ ' . w'e�qht AgTN0�37?e o�.'�!. a ` a a ,a � ' "- �• �,� �,,�� �St 10. Safety is the responsibility of the Contractor. The Engineer is not responsible for safety in, ' G�ab ;er•s�M a5� 4r.631 �s_ 304 �5p 24p 2�0 � 'w``�'' . on. or obout the project site. nor for comp{ionce by the oppropriate party with any regulations A,,�chu� . AStMO- <833 �.s. �20 90 �3p �p - ( l2 Gti u�v_, uAX relating thereto. � w9YCV M.2( lL�1Ct f 4 r i1�wRa?1t ASTNO• A�9t Ga� !A.1R< <0 t30 � - ;9 �. � 6' vE9i 57ACLVG) 1�1T�1 tilTt� QOiN Ovf�t P«nuiti�.�r �St�t4 �39t sea. .t ps� t � t > » � CONSTRUCTION SPECIFICATIONS 11 . All water and sewer line trench compaction is to be per Upper Eag(e V411ey Water and Sewer lN"^nes�s:u+c� �St� O- a35S •. 80 tp �'3 eq � 20' u.�. District 5pecificatfons or per Eag�e County requirements. All sha�low utility trench ' ' ; j � � ompacti is to be per table this page, or as recommended by the soils engineer. /� C /�A , /� � -��,--�w t�►+O�sluaaEa c�4D c on ' 11C/' ENVIRVIY � ��T/'1� ""----_ 1 . BALES SHALL SE PlACEO AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW � WITH ENDS 11GHTLY ABU7TING THE ADJACENT BALES. 12. Electrical conduit 90" bends shall have a rninimum 3� radius. S�Ot-A Wi1G3 R08d • RiCht110nd, VA 23237 ` �°`� �ra a0�t �� 2. EACH BALE SHALL BE EMBEDDED IN 7F-tE SOIL A MINIMUM OF (4) INCHES, AND PLACED , �:.y. a' cvto t�tot,�rp te' sr:.v. SO THE BINDWGS ARE HORIZONTAL. 13. Contact Holy Cross Elecfrie (949- 5892) when excavating NEAR TRANSFORMERS. . �� �� F� � � �'8QO-448'.?�3� ' � " � �. 3. BAIES SHA.LI BE SECURELY ANCHORED IN PLACE BY EITHEft TWO STAKES OR RE- BARS � / . DRIVEN 1NROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN 14. It is the contractors responsibility to coordinate construction will all shallow utility companies. ! S��.nON TOWAR� THE PREVlOUSLY 1A10 BALE AT AN ANGIE TO FORCE THE BALES TOGETNER. , , _____._____,_ STAKES SHALI BE DRIVEN FLUSH WITN 1HE BALE. 15. Gas main must remain in survice at all times: If it is necessary to locate gas main outside of a , 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE PROMPTLY dedicated easement to avoid foundation footings. excavations, utilities, and other AS NEEDED BY TNE CONTRACTOR. improvements, on exclusive easement must be granted to Public Service Company. / � 5. SAIES SHALL BE REMOVEO WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO _ CONStRUCT10N NOT�S �Oft FAf3R1CATE0 Sl �T fENC€ BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. ' ' - , � � 16. Location of the 100 pair phone cable that runs from a phone pedestal west of the skier br(dge �/ �• �N kM �D+CE 10 8t I�S �t� SCCV,tEIr 14 aosrsc snR on+u t oR � r»t s�t to Lionshead Center is unknown . Locate this cable prior to start of constnaction . This cable is �/ - � � Q iS tMiti W.Rt Mi OR iiJ1�t.E?. • o A i t 4 e t /A S�� K q�,t�r T p 2 K�� the onl y service to Lionshead Center and must remain in service at vll times. If it is necessory � �"d� �� �U�Ct t� ni t�ES SI�►Ctp t�Ur = �• f� �� �G � s �/_ � 4' , to relocate this phone cable outside of an existing easement a new easement must be provlded ,. At 16'► Aa� wq Sttt10N. �' yE� ��'' to U. S. West Communication. , ° � • � o�r�►�v st�s�a ix,�r�tv��av ua � '�•- � ` . �+nr �x'�x ao»� n�itx x s�.�wt �xx � . � �� ��� , o e K q�p•�s st�;� n � � ��y� 17. Place one 4° PVC conduit for a 100 pair phone cable under floor of tunnel. /f" . �`. :' f � t YA�N � • SC P[RiORSKD A� NCCDCA �M PRV S��►tED Vtaf: . - ' `• ' ' � . . ��i� , 1lASFAil�t � Y+F+Qt 8Vl ED tZOIA91, . . , . �j�, ��„� ` � �- � f �c sR�xr���.'� cES oM�oa cv 4Yti'iR(�f'piCC OR /VPRpV[p ' • . � S. Place 1 Type K copper water service �n tunnel . . .���� - ' - �� ' S1'RAW gALE DIKE . � • i , _ t , . ' 19. Contractor is to protect 24 RCP sanitary seNer while excavating for buildinq column footings. .� � . r � �� • � f�� ♦ 20. Daylight roof drains and building floor drains at south end of building. , � / ��' � �- �� . " / / �- -� j,,�'" . e �// � /i����. �S�%'l.r�����/iliA __ f/ ,��� 21 . Protect Gontrol Qoint VA 31 throughout construction. . • - . • -. - � .- :• . _ . . - - � _ 22. gro��nd water is en�ountered in excavations or if ra�n water acumulates in excavation, : . r .• .-. - • - - -=• - - • - • �_ • __. _ .� _� . , _ .._ . : , . ,. _� _ _ _ . .s :��', ._ , � : . : : . ;_,�. . . D t d h th t t t t - _ . . . . _ _ __ __ . . _ , . _ . - • . pump thru dirt bag as detailed on th +s page. o no isc arge �vi ou rea men . �( D Mvo L..A � X G fl Y A�' � d.,.r W ���.Z � 1 t...`T.a..�. > � �ONA I ' � � G � �� PU Kps w���- � NI�K�.aA� .. . - � � � � . ' � y - � . - - - - - . _ - . - � ( {� n I !� �..'__ t r � . , , , , , ,, d� � ► �� ° z ' = ' • ' ° � ! � �, COMPACTtON REQUlREMENTS Ya �� ��ag µc � �y��� � � Compaction sholl be to the following minimum densities, reference ASTM D698 or AASHTO T99 � �� �� ( � �Iet �i BoGk 1 . Subgrade � `�� �� unless otherwise indicated. a. Under footings or foundations: 100� n b. All other locattons: 95� RotK /� � - Cj � �.T'io ^t . � � 2. Barrier Moterlah 95� ' . . _ - - . . Y . i . � - - �o +� s� 2 - 3. P�ipe Be ht4y compacted sefect soi4: 80� . ' b. Corefully compacted select soil: 90% c. Compacted granular materiai: 80% (ASTM D2049) . " ��y�, � , d. Barrier material: 95� . �✓G f'an .� ��,�.�,� t- 4. Trench Backfill �uMrs ' 1 '���oa• a. Roadways 1 . 1009e for paved areas and should slopes 2. 959: for all other areas b. 5idewalks _ ��.r--�-- 1 . Top foot: 959e . . 2. Remoinder of trench: 90% y 'D � 9.�t A4 c. Gravel roadways: 909� � > ' � � , , � d. Sodded or lawn areas: 8896 +°� � 4+ r ` '� e. Fields: 80� or equal to the density of undisturbed adjacent material, u' piup Zj • o �' , � `� p5µ �, � whichever is greater unless otherwise indicaEed. � . � '�� �- g. All other locptions: 9596 . a, � �., , a � ' - n pj� . ��c ��(� n.T �0 ��• �1.�. � wT�2 Moisture Content � • 1 . Compact soits within +/- 2y of optimum moisture � • 2. Add water, horrow. disc, blade or otherwise work material as required to � insure uniform moisture content specified. � � � � �G'1"� o .y. � � . _ � - . - . . - - . . . . . . 7 � - - - - - " . � - . � - - - - - � . . . � � . . . . - - - . - . . - - � �� � . ' � � . � ��SCs+ � ka � Z° � �Zc�S� � = _�. . _ . � sH�Er � � _" l OF 7 � o � , � - --- � Q ENGIiV � ERIN � iNC . - � - ' - L - - - . " . � - . . . - - . . - . . O . . . . . . . . _ . . . . . (9 • - / . � _ �w�s � N�. ,�� � P.�. 80X S7 � . , _ . � �.3��Jri�(f��� BZ�.;.3� • . . - . _ O . - . - . . . . - - � . �.., _ _ . . . . . . - � . - . . . . - . . . . . . -. . - . . . - - � . . - . . . . _ . , . . . . __,�...�-..'--:�`. . . .. . . - . - - . � - . . . . - _ . . . . - . . . . _ . . . . - . . -. . . _. . . `. . . / . . - � . . . . . . . . � . . . . . . _ . . . . . � . . . . . . ._ . � . . . . . . ,- . - . - . . � - . . . . . _ _ . _ . . . . . - . . . . . - . . - - . . . - . . -. . _ . . . . . . . . - . - . . . . . . . . . , _ .. . - . . �- . - . . . . . . . . . . - . . . . . - - . , . . . � . � - . . � . . - . . . . . _ . . � . - Ea . . - - - - . . - . . - . . - - , . . .. . . � . . . . . . - � . � . - . . . �- /. - . - . . . - - - - . . . - . - : . . _ . . - . . . . . . . . . _. _ . . _ . . _ . . . - � U . : � .. . - . . . .. . . . . _ . . . - . . . . . . _ - - . . - . . . 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