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Home My WebLink AboutB05-0219 plans ;,� � U � . W ii ? m� M dm � . a z �aLL CASCA � E VI LLAGE �� N�^ J IIIIIIII I►II Z m3 N TOWN OF V Q � NW � AI L COLORA � O Z 3 � � WW . TOWN OF VAIL GENERAL NOTES= S E PTE M B E R 20 � 5 QWEST COMMUNICATIONS STRUCTURAL � SPECIFICATIONS= , � � �n9�' , ,, . . ;.... . � � / : � �,,:.:. - " , ' -. � .. .. f, .,: . -�� .t!�.,+f/ ..- � ... .,y � j. � , ;.. . . . t8 ,. �. .... t j . _ p .•"" . CY�:q, �} 1 . Obtain a Public Wa ermi � � � � y p t from the Town of Vail Department of Public Works, (970) 479-2158. Obtain al� required building � ` /( i � '°3' • F permits through the Town of Vail Department of Community Development, 75 5. Frontage Road, Vail, CO3 81657. p "'`� `i�� , ,�" ' " ,�"� �/ F� ' NlTY MAP ;, , ,.;" f% '� � , F� '! , , ! ,� � �,d,s�� gc a o U'� , O �� , ti ;. . .:�. � ^' . "'' �. `C . �O� � .r � 1� ..: i� . � ;r ,r� . �.� . ✓' ./ /'g'� 90 90g Baq6 ', ' 22 53 � 2. All contractors shall be licensed to perform work within the Town of Vail. Obtain and poy for contractors license at the Town r�r?. �. � , ..;- . - � i` -� .. ,,, .. _ .. .� .. . .� �'°�� ,,..✓' afi � . . . . , , , ��, , of Voil Deportment of Community Development, 75 S. Frontage Road, Voil, CO 81657. . . � � � ,��,-'� ,:� �-`� ,� ��. �; �� y.� . � � . �� p� Q� � NOTE. Qwest Specification notes prowded by Qwest. Some notes may not be opplicable to this pro�ect. :k,� ` . f„_ _.,.� i `� �;>c yv�.'� (/�,✓p' � � ,� '/ i // .��t� - /y J � � . . . C� . 5c ' i : w53 '.. . . � � . . qc / "� . `�'�ONAL� .=l� :Q 3. The contractor shall obtain all necessary standards, specifications, permits, bonds, etc. from all applicable agencies prior to 4._... � ""� 90 �� ,r' � �MBER R�QGE �� ; � '`. .� r,�., �f�� ,� > � �,��, a 1 . CONDUIT: commencement of construction. ' --�� e" ^ As ,�J •! ' iy� � - �� ,� ,b� ,� � � , ,. . i,,� : ' \� ,, f - APAI�TMENTS " , ' ' ;,�'`� � , ' �% '' �.�" �' � � i`�r ,,� µ,� � °° """" A. All conduits are to be equipped with minimum Ni" polypropyiene pull line. 1Q � � � . � . . . .:� .� �j�d,// . _. ��/�. �vi�.By� � �� /.. B�9g0 -�f.;.ti'�' ,.. L � . 4. The ublic and th . .. � � . p e Town of Vail will have the right occupy the public Right of Way and adjacent facilities during the entire „- � �� , : .. � period of construction. Perform site work operations to minimize conflicts and to facilitate use of the premises and conduct of � � o„ � .� �;° - � ��, �' � . e!p0; � �� ° ',ri -�;,-. - ,,, , -�. " ,,,:.,,.w--^�" 8. All conduit bends are to be steel sweeps or no less than PVS Schedule-80 fully encased. Long radius sweeps are to be used normal operations. � ,< ; ;; , � � d��°'��,.�f.� � �� , ,�.�:°�'' d,.�% in main trench sections. Standard rodius sweeps may be used at closure locations. � ,� , ' �v � / ,� �� ,f� ' �° � � � ,l� � �� . ad� ' � � �� i"��' � � r�� ;p� '°�v , . �.,; , , �. . '��/' „� �� C. All conduit runs are designed on the basis thot each se arate run will have no more than two 2 90' bends without the 5. All materials, workmanship, and construction of public improvements sholl meet or exceed the standards and specificatio�s set � � � - � fr , � . , p ( � . . ,- . , . ,,,r F ;;`. � �- � ��r� °;F ' '� " . �,,� �" �. ` ' .� � � ;.,° � � � insertion of an appropriately sized pull box. forth in the Town of Vail Code, Development Standords Handbook, Construction Details and opplicable state and federol regulotions. � �,.�r' � eJ;,; f ��' . , , -_- ,�°� , ,._ ,.: � Where there is conFlict between these plans and the specifications, or applicable standards, the most restrictive standard shail � � . � � . - � � � , ,,,; ,-s � ; �; �' � ,g`.. , p.. ,,/ .� r , �,� � ,. � �' apply. All work shall be inspected and opproved by the Town of VaiL . . . � . � � . r� ,.. .� �� '�"�'^,��- � � p „�'� s° � ��'- � �l�%` ;�� , �"'°�.� .�'Q, �,_ D. All conduits will be PVC Schedule-40 or better unless specified otherwise. If steel or iron i e is used between the buildin �F � � �.-mi,• ��, � \o i,� � � c , .i' „ ' °d � ,� i !` P P Y P�P p P P 9 � . . . � '� ,; � " � /. ^ , ; � �r" � „ �� ; � . . ./ , ., �o � � and the ro ert line, the i e must be ke t free from contact with ony reinforcing steel or other conductors within the building 6. All references to any published standards shall refer to the latest revision of said standard, unless specifically stated otherwise. � w��° . „��;,�°' � ..; sy:� �� ..�.�//.�°�.✓ �� /,,,_: d .j� ; � .. � �"`� '"..:' �, ,y� " ';� oo ��' foundation wall. /� � r• ./ � � A j . . � ✓' . 'i i , % 7 � � 9... � ,/ � .� �B� � F � �:� .�' i �� ... � /„ ri o0� � SLALLa / � ` �� r �''� ! � ° �/� �� i!�� ao�� ;;* < rE � o�� y��°4` E. Conduit(s) will be furnished ond installed b controctor for the exclusive �se of Owest C � ' e ; �� ' ,�� - ; ;� . „ . a . . / . . l,;... . , .� y.,,.,.. . � ��R. , � ,�� ii "'�., ,,. � pn Y omm�nicotion_. ,o d' ,�. r a� � 7. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the Town of � . - � C " � ^�- � Voil as benefici r f i . , . . . . . '�' . eab . -� ,, ' `� r' • ,.- \ \� aao � }" _ /�: ,p �i�,%! �- „ ^�, i $ �:�. . .� <� �i�T r`� . . � �o° "ti„ . //� ,.,a .,;<- ": a y o so d engineer s work, for ony errors and omissions contained in these lans, and a rovoi of these lans b � � � �c� �' a � .� �� - � � �i ; . � �� %?�..;� . �� '°` � P PP P Y . � r : ,,�� s`�� '"� , - ,�,,, ; . ,� � , . ,p°�� % . � ,� y ,,/% ., �-°' j '> � � a ` "`---�.�'" „ -� F. Conduit(s) placed in the same trench with power suppl conductors conduits must be se arated b a minimum of 12" of / „ Y � P Y � ; -�; " ..,,,; � . . . . . . , ' . : � . r,. �, i ,,.��°�.�.r�! ,.. �> � �. �� l�s,� -: � '� ,r'�i.%� .'i ✓�'.:,�:� �i � � � , ., . « . .. � _ ., ..,,, . com octed soil or 3 of slurr enca m n the Town of Vail Engineer shall not relieve the engineer who has prepared these plans of all such responsibility. Further, to the � � ,, ,, _` . . _,, , ..i , . ,, . . , . , . .�, � _, , , � . . . p se e t and have mmimum de th of cover of not I h i �a � ., � , Y p ess t an 24 on pnvate property and 36 of extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the Town of Vail, and its officers and �. � � - e�p0 ,,%yo�4�'' .� �� °. /° � �� ,. -- '" "" � '�� '� ' �,� „ � �:� ., -� ;� 'ij� ., �, . cover at the ro ert line. � • � F9/ / / � ' y � � �� t � ./ ' employees, from ond against all liabilities which may orise from any errors and omissions contained in these plans. � � ,r �s, �.' � , � �� -'�• ? ar, �. . �� - � �',�. ��., V _ �� P P Y . . . . . . . . . USPS POST �'° : , :~ '' �" � c„ �* �, ; . ;J , > %�, { j :. �, aa G Conduits labs water a i 8. All sanitary sewer, storm sewer, and water line construction, as well as ower and other dr ut�lit installations shall � � � . ,�'ors,.. : ,�' . . � �. „ . � ..- �` � � -� ��O ..- �?"' ` �� :. ""°; ,,�'.!: ; ;-�: � � � j :> � f ,�t e� � � /g s p pe, flex conduit or plumbing flttings shall not be deemed acceptable for, use by Qwest P Y Y � � . . ;. � \ .. . �. . r , • � QF'�� C� ,,- �' ^ , � � � . . � p' o°° �` ;� . :" :� '- .� z, communications. conform to the local utility entities standards and specifications current at the date of approvol of the plans by the Town of VaiL � � �� ,�°J . . ,: - , � - ' � ' � � " ' r'' � � � � � _ .a'�� . � �� / tio° � ,� r,> / a c;�., r'' 1 �' � � s� s „ y � �,,--�� , . _ � �, - , ;� , / � : , I . � � . ,; ..� � ,�/1 � �� . � . ..� � '� ,•.� �( 2 SP I VA T/MAIN NANC HO � , ' � f�" i � 3+`�r'� r + � / J�° � ,./ ,,�'' ' � � � ' � . . . 9. The t e, size, location and number of all known under round 'li i ' • :�=� .^";. .. � �` ,� '� -°° �/� �� ` - �/ . � oa�r� eo � � �' � � � � ..,%,, ; - ; .. . '°t ; .. ..;•`.I . ,,o A. All splice vaults and maintammg holes are to be equipped with ladders and cable rackin materials as ma be a ro riate for YP g uti tes are opproximate when shown on the drawings. It shall be " -; ,; , � . fl`,� .e . i` � . d� . /� °� ,� ,.�� ; s_ : ;: ,� ;- , ; t � e'� s ifi i 9 � Y �P P weaa ,P,. �.. �. � ;.°; . s ' , � �� <�. l � ��.. ,d'�p r sie�,✓ ,✓ �r�,,�� `"%- � ��. .r ,,.. ' ,. r �, � �.�3 . Pec ed sze and intended usoge. the responsibility of the controctor to verify the existence and location of all underground utilities along the route of the work > .. ,,- -,, : , ; �.�� .. .. .;.--� ' ,,,L-G ' � �, . .�,� �d , � l � � t° .,;i,,. �. ,�. y, � � ;, _. �; , � � before c mm � . , , . . ; �`" . , . � . . d �� . i c ; � . � i _.� ��,s 1 ,:. � �. . t � . o encing new construction. The contractor shall be responsible for unknown underground utilities. ;� �.'�,�� {, �,r,,,°"� � / �� . � o . � �, ..� �?� � �� ,,, -�- � � - � �} ° , �x � � ,, � � v , ,/ q� . . , y ,, , , ,,, .a,..,.a �� ,�4 . . �. �w...� H,y l : . f'`', ./� �. . �✓� �.(fi ��h �. .. �P°,/ ��y� ., /�,A� �..;;;, G . . .. � ,�� ."�, � � ��.. % . . .� � � ,.r°�°^'y : �g ,/ . ,s°, � � ,, ,.� ¢' ; ,- %, � � � �HOnce� 10. These drawings represent only the approx�mate location of utilities and are induded onl for the convenience of the contractor. .�s-, � �--� ��' � � x'��-- � '"�'� � � � '+ ' � � ,� �/' .t� � .� � " � . . . . . . ,� . > ^vvY�L ° i#d�` ..✓"" y. /�O, `f � . .'° % 1 *, b.� � �� 0� . f M1' ..✓� � � /. � . ( . . Y . . . :,. .,,,; .,;.,.,�. ,,.. , , :� e��' � .,✓ � . /� �' /�` ,,." i' � ..; ..,< ' �, : T�?;. . . " 1 . An items that deviate from thes i Contractor shall be responsible for locating all utilities, p�pes and structures. Contact uttlit notification center of Colorado - ,�%'°<- r-, �°°.°`�� -- � '.� .:;, � � � �i . � /� � ' -., � ,. '� �'�� _:,� � � �,� 4i � � Q � `�°,✓ -�- � ' . �� _, ¢ r� , � ��# � Y e specfications must be cleared with the Qwest Communications Engineer prior to the change Y . , r,,, , ,. "",�. ':'�,,,t �//�jA � � . / �/ � �" � �. f" /'� . /�-� _� y �� e (800)-922-1987 to locate underground facilities. Contact Town of Vail for additionol locates 970 479-2158. Contact Eo le . . ��-'- "' '' �� .,, �� 4t . . .�'"��':�"' � �� ' i-. � '�� e^`` ''� � � �� „� � ,/� � �' � - �M1�% y � +` % ;:. , _;;� � -.`� :` ��' � being mode in the field by the Premises Owner�Developer. � ,i � . ... .�. �\.: � � . P � ,/ . . J /. :. � � � �/ � ::.� /. 9 y , r /� . . . . . . . . . �_.i , �. . , e .. , / �- ; .� � � �� - �r-� , , � „ � � � .. Rrver Water ond Sanita i n i . .. . � a �i� a i\ ,, , % , ' ' �" � / „ � /� ,✓° � � /� ,.f '., � �' � , o ;, . . . to Dstnct for odditional locates (970)-476-7480 ext. 114. Utility locates to be performed at least 72 .. , �� ` , � . . ,,, _ �.. / y � ( , , � . �'" _ , � _ . hoursrior to a ' ' ' � � � • � � � =� �x'" �-" �� : l.v- � / f � �� p ny construc6on actrvit . Contractor shall ensure that work reformed in the r : . __ . �- � � P . � � �" � � � � ; - \ ` ��'^ %. : �, :.. .. � �i, . i ..�� ' �- � ,,,.: � 2. Construct�on work on telephone supportin structure must be comoleted and insoected 30-da onor to the dat Y P P owmity to utilities shall be .,,,,, , , �r� _.,AC "i, ,..��. � ,.A ��`°� .; / �� . - .� .,� � � ` � ;. ... ... �' �, v„,�%(�. - G � -. , „ �,� . . . 9 y^� e that . ,,. „ - �' r . . . Yi, . '�. � , �. . � a . / ; , �`,' in . � r,z; � ,,, � ✓ , . . . , ,„ �, , < ..., ,,, , , , ermonent tel h n accordin to the re uirements of the re uirements of the i � ' • . � � -, .�i �- a'1 � \..�.- �� :-., �✓ ,�% � � �� C ` / � �� . r� o� � � � � � , r _� , �: G , „ e o e serv�ce will be re ir . 9 q q se agenc es. The contractor shall notify the owner s representatrve of . � , � a' . . �,,.. .c",� , .. ,, .. . .,, jfs,a � , , , 1 . oe. a.a'�� / d°�� '\ ,, ,;��. ��°°- y,. . �' .. ,., ;, , � . :, P . . P 9u ed Should Premises Owner/Developer fail to meet this time frome. Qwest i � .✓ �- �r / o.,. ; �, /'� . . B : � i �� .. � . , .!� "�- � � � ��- e, w ,h : ; . . . . . . . . �, �v_ . � f ,. �, , �. ;. : an existin utd�ties which ma interfere with the r ,� .. � � � . �. . � ., :� . / - ., � . . . y ,,�`"' , d -'. s- , - - ' � .. � � Communications shall not be obli ' ' - ' _ � • • y 9 y p oposed work prror to construction. The contractor shall repair all existing � / �:��. ,� �- �?�j „ ,,pp� �.� ,��-�.,.`�� „i � �>�� ,�� ., � /" � . � � �; , �", - . � ,.�` , , :.�, - .S ,,��> ., , � , goted to meet the tentatrve in serwce date and shall be allowed the full 30 do enod within . . . . � � o . � � :,, . :, ,., . . , .. . , � . r°� .. � _�.l•`� . .. . .� , o n, �� 3., i uttlities to remam which ar �: �' ^�-. . �°� m,..,. � � . ., � �; \ . . . . . , ... i. �... - . ♦. .. ,. . .� , „r. :, ._ ,�-, , '_, . ; whwh to sche I Y P e damaged durmg construction at no odditional cost to the owner. �.:' �. � o .! - �� .r .. . ,,,, ��-;. „�..:, . �. , .: -. .; � .. ✓� ,,�' , ,a'° d �.... o � , � . i ,.,. ; :., . . - .. . „ �.,�(. „ du e and complete all of its work thot may be associated with this ro ' ct. commencin at the oint in time that � . .. .�� . . „� ;. � '�; . . :: .. � �.... ,e'd _ .. . . . ., . a . . i�i ,� � � '� •;, � , _ x,_. . . . . . P Je 9 P � . � �� ., ;ti ,e9b� .� _ � . ;,� � ��°� .✓ ,s` „a°' . '��`�; � .. *�� z� ,. ,. // ;. ,�,„, y l ." ..,,�� t the Premises Owner/Developer has met the requisite structural ins ecUon. , ,, �M1'. �� ., , .r i , .� P . . . . . ` �"a . 11 . The n . . . ::,, . . � t- ,� .,. „ �t �.. . >,. `ti� .. rs ;.; , �` ,,s`'� � ,... ,: . � f,:, . „, � , y,,, , , � ,.. . . ��.:� � i ;��.✓ � t,, .�� I .� �.,.. co tractor shall coordmate and cooperate with the Town of Vad, and atl utdity companies mvolved, assunn that the work : � �. I � � ��. . �' �,;;;:�w �-....;,; �e� +- :.�� '��✓ �' ��•, %� rr� . s v, � � �„ _;� w : �.! :% .:g - � k i� r � A°'"^' �� -' �� y F, , �'' �, ,.� ., .l,r'�i�'�' .,> ta` 'e. - 9 ' /� � .� / . . ,.,� � � � �� ' ✓ � ��:; �``,. � � { is accom lished in a timel fashi . . . . . . . . ,` ,. , - ;4 . ,,, . Y�� -,ir /'� � ; � � ' �..,,. ` �� . o %.:, ;' . � Z'f, ;-, °., u. . . , .,, _: . . . . p y on and with a mmimum disruption of serwce. The controctor shall be responsible for contactin , . - ,f - .�, `,, ,�, � , �� ., ' � � ,,; . .; � �„ ..;•, >,,,,, , . ..�� -. i . ..� � l � � .; - -- - 3. For initial�final inspection call Bart Garner ot least 48-hours in advance. 9 ,✓ „a,, l � i� /' � / �i ✓ : ; �� P 4< j � 4 � � � in advance, all parties offected by any disruption of any utility service as well os the utility companies. ��, �r�� `� " � �,��.�� m � :--,1/ . F' �� ,�,' qob°� ,� � '> '� l %{�� ,.<� � � eoyo ��' � � r � � g,� I ' ' � �� „� � �% ' ✓ � �� (,. � � o ,� ,,,� �' ,- n `� i,� �. `i � � A "- W `�" ,� �' y;"� � � , �; , a T , r, r i ;. � � 12. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to facilitate � / { ,,,: :�,,��`� , ��. � ,✓� . -�"'�� .� ,�� . " �-�w-:l� ��y; - � '� ;�" . r,+'� ;� �.. ''�.` ��i. � �,-,, , �� ° � 4% . � a-.��. � 1 / construction or if an water is dischar ed int r fa \...... �% � �� . . %' . . • � ,/' °a�" . . , � a�'i-,,:"` ..,��t t,,; ,.�'. , �„�„ ��.. ' !��, `r >;�o � ;/ : . � /� T y g o a sto m sewer, chonnel, irrigation ditch or any waters of the United Stotes. --:� . ,�°� �.. � �` � ,�� r;�i °' -� _ = ; 5 ,.�� ' "v'��";:-°'..�.'~ -�^�/'��-� 'y� ' i % s;go' �� '� � f �'- �� '\ 1 � •� �; .i� � � .v . 9 ./ � s>i' ,,,�,v� .n xi.._i �•. ujjv�iv .`�"� r,� „ / � � / { �: � ! � � a, o PRO�ECr s� rE r � ;� ,e� , ,� , „ „��.. f � �„� ,`� : t, . � � � NOTES= ,� � ;'.. ; 13. The contractor shall submit for approval and comply with all terms ond conditions of the Colorado Permit for Storm Water � �� . � � � • "�� '' !° . . � %, ' i' � o!% � ��"�� ` "''�-- �� r� i �J'3^+, / �� - � '' ° � �� i � �� '� t ' ' � \ � � WESTHAVEN 5� . �" , �°" ,� � ' - .�f , ,� .�� ` � ;�, '�.a �.., , �� . , � /� p :,, �, , � � � � r > s . i ^ .� i s \ .' 1 . � . . . e�' / �"DJC:; /` r i,�j,,* �,�� ,,, r" y/oi.� i " y ; :.. a� i^r/ .�/ J ",..�.., �, . r � . ✓„ , 04 �. Dischorge (Contact Colorado Department of Health, Water Quality Control Division, ot (303) 692-3590) Q$ the Town of Vail Storm �/ .,- " � , . ...e. _ ,�' �,. , . � �,, .. : , . , . ;� ��, ,:. , .. "`� .. ,,, . . y,�. ., ¢i . , . , � .,,. ,�. , ,. �JJ v e \_ � CONDOS � � !" ,,s ; e�,a,,d ��„ y,,, .�,� � 4 < . �� . d,` ,;,; �.,, � /� , � , � , , ; ; Water Discharge Permit (Contact 970-479-2333) whichever is deemed necessar , the Storm Water Mana ement Plan, and the ,.,,.� _ . , �� ' � �,d � p ;.., . , , . _ , � � . � , z�,.,/�, � :.� . ,; ;p � . � € - " . %e . --.: ° �_ ..�� . � , : �� .e - . �i ' _ �� ` � VA�L CASCA�E 1 • Water construction shall conform to Eo le Rrver Water & Samtation District's �?endards nd " ' Erosion Control Plan. � �� .. . ' y � , � � .. . . � ,.... d'd� �� , ,:: ��.. % �r� y? �� :: �� '�� ; . . _ ` �o ah . ; . 9 a spec�ficatwns. . . . . . . , : c., ,,, , , ,/ � ' ,% / ,iwp [` '-ao �� m �> `°'e .,.+�� h r �w, '0 ,� � s/ii � ��ry Ci � ,�- ✓° , ,,.,, ,,,,v. ,,, ;, � , � ., , ,y � ,� : - � - . - .' E AND RESORT . . . . . . . . . 14. Contractor shall provide and mamtam o roved erosion and sediment control best mana m ' ;• � � t . . : /'n - , ,, .. ; - r .. - ,, - �� . � ,. . ;. .,,,.„,� , - ,,,�a, i . ,? , , ,. .... .1% �% � o � o - .. r � , i.:- , . `'� . I • • , PP , ge ent pract�ces (BMP) for the ., � -� .,,, .. �� :- ,� , ,,., ,.,� ,. , .,,,� f „ �„_ � , � ,. �.,�� . /.,.. . � .. � i�. ,. , ,. s �. . a � . ., , .:/ : ; y 2 AI matenals and workmanship shall be sub ect to ms ection b the distnct ond or its re resentatrves. The distn ro c ' • . . . ,. . u i ,� � t duration. Contractor shall ms � � � � -« � � 3 � �.� , � /.. � . < � , ,. , : . � , , , 1 P Y / p ct reserves p � pect BMP s weekly and after every preapitatwn event Contractor shall document ins ection � < -:d � ✓ ��-- .� �' -. � �.��'�' .,�.�/- � - � ';j�� .�, o-� � '->s. . � ` �'"f� •' - -�.� � a� � e� �° � " F`` ' � � : � °� the n ht to acce t or re ct an matenals n ' ' • • � . p . . �- . � ---. .� . . . ,,. . ,� ��, �,,, y .. ,:,; '��-' „ , . .� � ,�/ ,,,,,�e �� eo . u ,.�1� � „ ,� . ., .. 9 p 1e y a d workmansh�p that do not conform to district standards or specifications. �.... ��- ,0�. �:° a� .,�° � ` . ..� � : , � . . . / :.,, � � �,, .,.� `� ,, . ._, �. , j.,,, .� � � ;,; . , � ? , �, ,.� ��'. :�'� ,--,�'� e° .fr . . U � `�, �✓ � „�,�-- € ..,::: ,.:....� �' _ .� � � ., o , . r ,: , ond make reports ava�loble upon request. Accumulated sediment and debris sholl be removed from a bmp when the sediment level .. � / . ..: . .so �° . � „ '� � . � ,,,, ...m ,�„� , , � �y,� , , .. , � � � - , t :� ,,, , , x. . , ; ,�r . , ii� ' ,,.� ,,., '� . . . e �, 1 , ... . . . . ' +�.�+ ;; -� ;�,,. . . ,. . . . t . ,. c, � , - �. i . . . ;; '. . l` � i�� ,. _. � reaches one half the bmp heights or, at any time that the bmp functionalit is odversel im acted. All necessar maintenonce and . �� -� , - �i� / .., _� + , . . , . :� d - , . ..,. , .-. ..� � 3. ERWSD and AI me En meenn is to b Y Y P y ,a', '" � � : :,�� ,_:., , r° , �. . i. ,,. . � ,, ;� .,,., , . �,, ,,,,��,fr;�r! „ � _.,/ �._ , .. r ,, . . _. p g g e notified by the Controctor at leost 48 hours nor to an water hne construction for a � , 1 . . / ;2 3 ��.. ., . . �c „> ,: > a, �,,, ;,,��a iii . ,.� Go ,. . ., , - ,:,. �/^ ._�. .� „q r y .. ;:. . . . P Y repair shall be completed within 48 hours of identification, unless otherwise agreed upon. �% , ,9� ,/�� „� �' � �� ,� '� mura�. � f,A , � _ � "" °�. 7 ,,:��E ,. ��a . „ �,� , � , . . ,;. ..� /4° a ,. �. oo �. preconstruction meeting. y � ' �_ � o%' e - � orr r :r< � „ s ( I ' ' � ,q / i r / . . . . . . . ` A111L � /. j�r ��`@�. � ...m. � . . . . p' � .�/�a r v � k ., � t [ �*� �, � / `� � ,�`° ✓ra--?! �/ ., d�/ ,-.r �"�- ,. , , . ; �� / d ry . . , W . ! ,. ,!'�. �� y, ' �s.,.. ,,, � ,� . . ✓ ..; . . 15. The Town of Vail h II .. ,� ..,r�� :�:� a , ��a:�.� e,.� ` .. � �" ,; , � .,,- : � ;. , z ,: .��i j � , ;,. 0 . . s a not be responsible for the mamtenance of storm drmna e facddies located on rrv � �/� �-,. r;: -� f- ��. g'� � � > - � - . ,,.-... T"�� . -o� -��- '��. �✓r . . , � !� �_ �- . ' �� .�. . - , � � � 4. Com action of all r ' ' • • • • • , g p ote property. . -.� �..,� ,,s'� . � . �o.� '� �.. � �� ,... , . ;;� �9 .,,... . ,g � . ;,.,;. ,��r ,,,�r , ;,, ..� � , . . i , � {/ .,° . p t enches must be attained and compaction test results submitted to the Owner and AI ine En meenn nor Mi . /'� 4' ot .,�--�r- "f �..� .,,.,,, . rF . . . � ��; ,�;�' � ; . �,., :�. .�r � . � . . . . . P 9 9 P o ntenance of on yite draina e facilities shall be the res onsibilii ' �' . . .s � � �- > '�,�` � '� .�. . ,�, :r''°� �- �--' � �> ', _, , .. . .. �� .,,��.: . ,,. ,. ..,. . ~ . , . :,. y � • . . 9 p y of the pnvate owners. ,�'" � .. � ;�. ` ,,,. ,,,,j: �y _ S :�{ ,, � .y..,.�.` !,;; ,,, . �.,. �_ ,� ;� �� . . i71 ,�„ - �� to acceptance. All pipe shall be constructed with pipe bedding as shown in the water �ians and details. If trench conditions var � . � .,� , . , a.,, „ „ . , � . . . . � ,,�'' � "`� �� ,d°� � �. . � '_= � � ~�� "• ,. T '--=" `;� � _ %� � . � _ .� � �, . � or if rock or water is encountered, A1 ine En ineerin is to be n ifi ' Y � ,i' , ;a � . . . . . F E ;' � ' +"� 1 � � �, i" "��,'r ,�' ; `" , ; �` � � y ? . . p g g ot ed pnor to proceetling with construction. A class 6 rood base i6. The Town of Vail shall not be res on i I ' ' ' • • • � � � �, ,� �� ' , -�"°� `� . "% � "' '" �/�� " ". .. .. . � r�/ '� �'"�" ''°:/o . ' , , . ° beddm is re uired in certain areas. Refer to the lans and rofiles for beddin locations. p s b e for any damage or in�uries sustained as a result of the construction of this pro�ect .-, � � � � � ,d� � : -.�i % � �, " % �� }�� 4. � . . '�l �„ .; y ;.�> ,�� ,. g " �- �� . ,� g q p p y � ��"< �;' „ , .... '�.. +,. �� , �' ,, , �� . �.,;,,� eo .. �r � o as a result of groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage. � � ±� � �� „� �-- .` . !'� ;d`� � a'� � . '. ,�� F/ i %- .; o �� E� � � �� ;%, .-.�.� �� , ., �, , �_"" z� o ,; � ' � �"` '� . ' � f . " � �� . . . . * . . . . . O ' ` " � � �� coc�r� , ` . ,; , .,y ,f , . �-. . 5. The Contractor shall at all times kee a se arate full set of contract drawin s morked u to full indicate - d �� .i�� ✓' � - d � ,,,, , ,,,; _„��. "''�.-�'"'a, �;.�.�, i e�b ��_;,�,�� ;� � ,:. ,. : .1 � � . . P P 9 P Y as bu t conditions. ` � � , ,�° �� , " i �` i ,�� ...:�, � . °� ; �� . . „s "� �. �... � . � .....�. `` °; °' ,. . . , i.. / , . . . . . 17. The contractor shall be res onsible for insurin that no mud r ' ' ' • - �' v° . � :._ �; s000 - � ; „ .. . ,.,�::, _, . ,, . i . . . ;<-, . � .,,,i �. -. :, ,� � ..� . .. ,a� o° . . . . . �� .� / � • L..�._._ ,. . � . ., .� � „ � Said drawin s shall be rohded to AI me En meerm u on com letion of the work. As-bwlt drowin s will be com ile p g o debns sholl be tracked onto the ewsbng pubhc street system. � �. ,,°" ,� , r � � ,,r �� -�- � °� ; � � �I , �� ` p , ,,, e , . 9 , P P 9 9 P P g p d by Alpme � C J Mud ond debris must be removed within 24 hour ' ' ' • • ��- ..% - -� � �" ��>��, �a %� �%�- � � z �> i - ., ��..,. � �� •?? , `�:. �:. � • � • s by an appropnate mechanical method (i.e. machine broom swee , h ht dut .. �.. � ° � � . .^'`' -` �'� � ,-�,, % � ,:; �,. � �� ; � " ��, � �.. •�., .. �./�� , � �./ �-�- � . � . , -.�,. Engmeenng pnor to final acce tance. Contractor is to rovide at least two ties from h icol ' v front-end loader, etc. or as a roved b the Town of Vail n r P 9 Y " ' a � � - '`' ,a'`� ,' � � ° "�-�� '%� ` � �� "°^ �"� `"" � ��- � "`"°�. '' iS- �" `��i �,> � � � y� %� . 5° P P p ys monuments to oll fittings, volves ) PP Y co st uction inspector. „ . ._..,. ...,"-.,:-. � � ,� � �` oip �„�'` �f .o- � �,", ' f� . ; �.., I � �" � . q �.,.,,, ,.., '. �� ',.;, .�°�'-�,.'�.. ��„+, ,i�' /� �s ond manholes. . . . ,_ `� � �. ` ,,n' O' e ' ;.�° °' . � ,,, , � �`" ' ht' � . .:: ��- iP�,, j I ,,. '�'`��( � I k �, .�, ,;,.e "'�^� ....e.....,,..,..«�. <` r,,� o�' : , , :� " . I isi' : _. .. � .� / � : � .. ., ,a" ✓i ' ' � , � !.� E �I:`:` ¢ '�iJ� # f". ''°�,ae.a., : .., . .,,.,d..w°"'` . . ',, e` . � � '�� L l� '� 'rr. ,,.� s� . �� 18. The contractor shall notif the Town ot Vail � � � y � � � � � � Construction Ins ector 970-479- : ��'" ...- � . � � �� '"` "' � �� ' ' j � f . ✓ "! ,� r' s" '� � �� *.� ?��- `"""'� °"" � °° ° :_� � ,,. � � -- z " �` � � . a" 6. Water mains shall be constructed with ductile iron i ' • • Y p ( 2198) 72 hours pnor to the start of any ,,.�^ y ., y ., , , ,,, i�� -%. � t � . . ;,, . � . ,' + „ .,- ,� ' ;:. °;>,,� ..: ,', . ,., . < „� j ..�.!;. . �' a g� "�-��' � ��" ;,,, ., . -,. \ � ., �y„ � �^ ,. :. . . . P Pe� AWWA C151 . All water ma�ns. fire hydrant lines and water service ,_.. .,i,6.� fi� Sd .. � ,..,� � d _,,. ,., � Y ' . ; ., .. , l' £ :n4 . � l ,.r. t� `"°j , .....,., , n //� / . . �': k i,( .: . . . • . construction. If work is suspended for any per�od of time after initial start-up, the controctor shall notify the Town of Vail of � .., , �� F. . . eo,o , ;, ., ;' ° , .( �� . ,,,;�-, ,�-�, ;, , � / �. . :�. , � , . „ .,, ;,; ,. � � � � . lines shall have a mmimum cover of 7 unless noted oth rwi . � e se ..e�° � . � „ , �:. , , y ;,,, � ' rm �,r;-- .. � _ � �� {"p � �r �,/� . ,,� ,, . reason for suspension and estimoted time of suspension. Contractor shall notify the Town of Vail 72 hours prior to restart of �� .,/ . '� " � . �.� .' . � . . � � - �� jd � � �` �-- .,,,��.,_ - � � � � � � "r� .✓� � �✓` ' ,,, . £ �' �'�.dt�-�,:o.m. Iru y '.:�.:.�,_......_ '/ �� s � '�'^ �,.�__,f^x . . �'. .:sa a:�r,, J '. ,�'° ; .. . . � �r . . . . . . _ eonstruction. �"`/ /� ,..� � r'`" �. o✓ ,d :P? .. -. � � y". �'� , ,,, : ' r.,....� ,: r�i�eemw.,,, C, `i:� '?. a� °��. . . � . . / >� � �i ,� �� ,r,,,, ^� '^�. � ^ .-a...�._ __:,_._. _- � � , ,., , --,, e ,�o . `�„�` , ,:� , , ,,, , ;� 7. All woter mains shall be hydrostatically tested in accordance wdh AMD standards. Chlonne testmg shall be done in '/� � .. . / �°�,, � '`°. 4� "� . .. .. ,; ,. - ,,,, � � ' A' 'i" `� ;=' �/i,o.,.y� I , o,i2 - �. '� ,✓��,, ,: r... s ,, ,,,�.i,„ .. . . . . � . 'o� ,.� -d . �" oon ., _ f. , , _ .. �, r :L � � � . .. .� " --9 ..y:� � °�2 .. . . e ,°--F.� " �' " . occordance with AMD standords. Q 19. The contractor shall notif the Town of i ' - - . . �, i° �.� ..: � ``s - �H. ��..,; , ° � � , � ;,. � , �. '' "' � �'' �� ,. : �.....� � ,�� /� ,e'° ; _ �; 4,� � ^ -�-u.' ",`-`- o,.!*i .h;�„ � y Vol Environmental Health Inspector (970 479 2333) at least 2 working days pnor to ,� �! � .. .. � -*' �.- . - _ ... .;� . . � e � +,' % °;,, : ; ,.s � J ✓., � �%: �. . -. ! :;,.'. [„_. .. .--- � t ��: . .�„ � � � �.. .. � cr-�osa . 9 %AYqr.re 4,e . n,,. , . -�, � � � ;, . a . ;re., . ;u; . nii/2 �- � t t . r, z_ , . 1 .. - . . . . ea9z�s � z � � �- . . . . the start of any earth disturbing octrvity, or construction on any and all public improvements. " �. .. ' �� '� �° ,. Z ;. - ; � . � � � "" ., � . �-� ,,,.� C, . : B . �,,,-., �.� ��o�. �:� � � � � � . o ; ,i.,� � � 8. Prowde thrust blocks on oll woterline bends er ERNlSD s ecifica i n ��y°�,R r,:�d ✓� ,�"�� .r� ,�� r. ; ;.. / „� . �� . �,,. 'p �} � pj ,�u ,y f ' � .. 1„ �...: . . . . ; � ;. b� . P P to s. !� / ✓ G ,. i /u, ,',./' g .. . //„ ,: � . � / `/ .: i � �: ��/ ,f � � L�,a �/i � ,A ,' �� 20. The Owner shall be res onsible for obtainin and submittin to h ' ' • � O"�.��.� - -- �,� , � °o - y '' - %- ; ' -��- 1� , � � � ^� �� ..„i � . `� � 6 �.-� ' � � . � . . P g g t e Town of Vail Construction Inspector matenal tests in . �� .� � :� a. . � � g' . `��t^-- �-. � °�-.� " ,E �.., � , � t . . . g. �.r° Provide 10 mmimum horizontal or 78" minimum vertical wi h ,� : . �..;� .��A � .,. � � `-°�.�s ma��,� F � .. � 1. � � i,-; 1�� -- � � t the water line above the sewer line se aration betw accordance with the o licoble standards and s e ifi � � �°�, �. �� - 1 / � - � t �� v� � ... �� / 1 %`` � ) p een water � , , :.. , . ,rh : , . ;. pp p c cations for all work within the Public Right- of-Way. If the final � ;� . , '" �r .; � � �-. ;+o� +� � r�� ,�,,,,,� , � %., : , l° . � � :�. .� :.� ° F;;/,� , . .� .,,,..,.a--�-�....,.„„ ; . . � y6 ,,/, ,,v , y°"� , ,� y y j „l;� ,, �"" ,,,. ,„„ e ,� a��, „� ,t ;- ond sewer lines or encase per Colorado Department of Heolth requirements. soils/pavement design report does not correspond with the results of the original geotechnical re ort, the Owner shal� be !`+9 � ��" � '-% �'/i` ��'u � � `°�'� � "',�� ,,%/ / j ``- � , %� �� - - '�� -.i�y �l �. ,,,.-,.'"° „„-.�"°' �""°- .-,�-., " ,,,.,� ,°' . i . , � � re n . . . . . P � a . ,- . ' , 3 ,s e_. _ ' .. \_ . . . ,, ;,,,,. �� /, �,. -\ � : , /'� - / � � � . .;� %.��. } `t ,° , ^ �.'. ,,,,..,.�,-, �oq. .." m,J�":.�",.°--.e,,.,„,_.,,_. '; . ,,, �, ,. � ryoo spo sible for a re-design of the sub�ect pavement section. All final soils avement desi n re orts shall be r � �� '�� i - ��-,% . .: , � j - �; ,., j � - � . � . g <;. . +,„,. s ,.� ..�� i. � . , ., .;,„., . -�-s.�,..,.--w' , , . g • • . • • • . . . . . . . . �P 9 P P epared by a . �/'� ,. .�� . : ,, �. ;,. .,. ,, , . .: ' /„ ,.:> �l� . ! �i � P � � ;.� ��-. � , , �e �.,,:, - . ,..,. .,� , ,, . , s�""... �..,.� ,�°�� . ,�� . 10. Angles of water line bends are shown onl as a wdel�ne all bends hav licensed Professional En i ' • • � °�. � �^" �--. -��:.o � � �� , „3�� ; ;..�: ✓ �� 1 �� . �� ^ � n . ,.�.:, -� '� f�-,�-- - <.. r , �� „_�""''^-�--.-�.- e , , Y 9 . e not been identified or dimensioned, and additionol gneer. The final report shall be submitted to the Town of Vail Construction Ins ector nor to lacement of -� �� , � � � � �-- �� . r : � ' f 7 ..> a M �°-i ' � � � � � �,v„ P P P ,�. � „o' � ,;„ ,y''� �/� � ' � � �d � --�y � ' � / � ,y,w� � - � � .; � � . bends may be reqwred dunng construction. bose and asphalt � � � o � � � � F � / / 4 11 . Install 10 guage insulated copper tracer wire along the water mains, and cod-weld, per current ERNSD requirements. 21 . Prior to placement of H.B.P. or concrete within the public Right of Way a mechonical "proof roll" will be required. The entire 12. Verify all existing pipe invert elevations prior to construction. � subgrade and/or base material sholl be rolled with o heavily loaded vehicle having minimum single axle weight of ot least 18,000 � Ibs. Any subgrade/base section exhibiting excessive pumping or deformation as determined by the construction inspector shall be 13. Provide as-built drawings with (2) ties to woter line valves, horizontol ond vertical bends, service tap locations and curbs � � reworked, replaced or modified to form a non-yielding surface. The Town of Vail Construction inspector shall be notified 24 hours stops. prior to a "proof �o��•. GENERAL NOTES= HOLY CROSS ENERGY CONTRUCTION 22. The contractor shall furnish etectronic and hard copy reproducible As-Built record drawings showing horizontal and vertical conn Any servithe � fnes that may be required as port of these proposed utility installations are to be paid prior to moking the � locations and elevations ot constructed improvements including all utilities, and drainage appurtences prior to acceptonce of the SPECIFICATIONS• ��PPROVED project. 23. The controctor sholl video camero (TV) all instolled public storm sewer pipe prior to final paving and/ or other final surface � • The Contractor shall conform to all Town of Vail rules, regulations ond stipulotions while occessing through or working in the �� CommtmitypevelopmentDepartmeM treotments are completed. A copy of the video taping sholl be provided to the Town of Vail for review and approval and record T�W�' qy�tUAto[` �Ati • � B�ngSa(etyandlnspectionServiees 1 . TRENCH AND CONDUIT IVIIIi r tli�b eeping. 2. Alpine Engineering Inc., Town of Vail Engineering and the Owner s representative are to be notified by the Contractor at least U Section 24. The contractor shall be responsible for all aspects of safety -including, but not limited to, excavotion, trenching, shoring, hours prior to any construction. 1 . Holy Cross Energy provides all conduits, vaults ond pads. The contractor provides the excavation, installation ond backFll. Trench In emati01191 BWIdfDg CpolMtpmetlonal Residenti2l m w � tra ic control, and security. Refer to OSHA Pub�ication 2226, Excavating ond Trenching. will be excavoted deep enough to ensure thot the top of installed power focilities will be 48" below finished grade. Special care �e Validity of permft The �WnC9pr �antin of a ermit shall 3. Alpine Engineering, Inc., assumes no responsibility for utility locations. It is the Contractor's responsibility to field verify the must be token to ensure that the top of conduits will be 48" below the bottom ot drainage ditches and oll other low areas. rqt be conshued to 9 9 P, , ,�-��r� 25. The contractor sholl submit and have approved a Construction Troffic Control Plon, in occordance with the MUTCD (Manuol of location of all utilities prior to commencement of any construction. bCep9mNtfOt. 0� 808pprovalef, 2c , . _ �_,ono1 Where initial excovotion is less than 48" in depth due to planned subsequent fill, service will not be provided until final grade is arryottheprovisionsoftt�iscodeorofanyotherordina-�cc _ ' �.he Uniform Traffic Control Devices), to the Town of Voil Construction inspector, prior to any construction activities within, or affecting, reached. � � the Right-of-Way. The controctor shall be responsible for providing any and all traffic control devices as may be required by the 4. The Contractor shall take all appropriate precautions to significantly reduce ony potential pollution caused by his activities, juriSdiCtion. Pemuts p�e construction activities. No full closures of Westhaven Drive will be permitted during construction, a minimum of one lane must be including vehicle fueling, storoge of fertilizers or chemicals, etc. The Contractor shall have identified procedures for handlin provi5ionsotthiscode0� � rqt�ces t e sdi �ic� _.�^ Qi �p 9 2. Trench will be as straight os possible between vaults and sholl have a smooth bottom free of rocks. A Minimum of 4" of soil � maintained at all times with prooer troffic control per the MUTCD. potential pollutonts ond have identified spill prevention and response procedures prior to any octivities will be ploced over any rocks left in the trench to cover rocks or smooth out low places, will be compacted prior to conduit �� The issuance of a 0 t32Sed On Const ch . ..J ^. .��n� l T e nl � ro ^ I T A r TC other data shall not prev the buiMing otficia! f r ��V L 1 /'11 � V I •1 1 /'1 V 1 J 26. The contractor shall submit to the Town of Vail Construction Inspector and gain approval for o construction stoging plan, g. All soil trocked off site shall be immediotety cleaned up to the �nstallation ond the trench bottom regraded. eprtECtion of errors in the nstn�Oti00 dacuments ar _ _ �_�ta. The � � �� . e Contractor shall minimize all off site soil trockin building official is also au nze01 to pr�eot o{t�,'p�h�y �,�� Mirus LLC schedule and phasing plan prior to the start of construction. sotisfaction of the Owner and the Town of Vail. 3. Power facilities to be ploced parallel to deeper utilities shall have a horizontal separotion from the deeper utility greater than Shucture wher@ in violati0 f [his codeNs ��i es 27. Construction sites and stoging areas must be fenced and maintained in a sewre condition at all times. Keep fencing and 6. All excavating for roodway, retaining walis and drainoge facilities and other trenches shall meet OSHA requirements. the vertical separation between the two utilities. When crossing o deeper utility is unavoidable, the crossing will be mode as close }�j5junsdicti0n. \ ' 9�y " ' �5�� _ to perpendicular as possible. , � f r surrounding areas clear of trash and debris. Any construction debris or mud dropped into manholes, pipes, .or tracked onto . ♦ � f,{ �� existing roodways shall be removed immediately by controctor. Controctor shall repair any excavations or povement foilures caused 7. The Owner's representative will designate staging areas. PLANSEXAMIN�� " � • HUA�chit�Prt� "�eoh KS Mayer �970� 476- 5105 4. If coble television or telephone facilities are placed in the power trench, o minimum of 6� horizontal separation must be by construction within or in the vicinity of the limits of construction. The contractor shall be responsible for damoge due to maintained between the power facilities and the other utilities. In no case will facilities of another utilit installed in the trench be 8. The Contractor shall obtain all permits necessary for construction. Y C. Alpine Engineering Inc. / Gary Brooks � 970� 926- 3373 ext. 230 construction at no additional costs to owner. The controctor shall remove all sediment, mud, and construction debris that may placed at a greoter depth than the power facilities. accumulote in the flow lines, private property, and public rights of ways of the town as a result of this construction project. Removal sholl be conducted within 48 hours. Return all construction staging sites to their original condition upon completion of 9. The Contractor shall keep o set of controct drowings marked up to fully indicate osbuilt conditions. The drawings shall be 5. Backfill and compaction shall be performed as required by the governmental entity or other agency having jurisdiction. D . TOWn of Vail Public WOfkS � ChOd Salll �970� 4?9- 2158 the construction project. provided to Alpine Engineering, Inc. upon completion of this work. 6. Conduit joints shall be knocked completely home during gluing. A pull string will be placed through each conduit and tied off in E. HP Geotechnical / Dave Young (970) 945- 7988 28. Dimensions for layout and construction are not to be scaiad from any drawing. If pertinent dimensions are not shown, contact 10. Safety is the responsibility of the Contractor. The Engineer is not responsible for sofety in, on or about Project Site, nor for the vault at each end. No unnecessar bends will be allowed in cond i Y u t runs. Any bend ollowed will not be closer than 5 teet to a the Designer for clarification, and annotate the dimension on the as-built record drawings. compliance by the appropriate party with any regulations relating thereto. vault. Changes in construction from that shown on the project plans will not be made without prior written approval from Holy Cross Energy. A wire brush will be pulled through each conduit, after installation is complete, to remove rocks and other foreign 29. Tha contractor shall have, onsite ot all times, one (1 ) signed copy of the approved plons, one (t ) copy of the oppropriate 11 . Observotions of the work in progress ond on-site visits are not to be construed os a guarantee or warranty by the Engineer items. standards and specifications, ond a copy of any permits and extension agreements needed for the job. of the Contractor s contractual obligations. 30. �f, durin the construction 7. Conduit sholl be covered with at least 4" of rock-free soil or sand prior to backfill. Large rocks shall not be pushed in g process, conditions are encountered which could indicate a situation that is not identified in the 12. If any groundwater is encountered the Contractor sholl contact Alpine Engineering, Inc., ond the project geotechnical engfneer directly on top of this 4" cover. Care must be taken to avoid domage to conduits or cables during bockfill and compaction. pians or specifications, the contractor shall contact the Owner, the Design Engineer end the Town of Vail Construction Inspector �mmed�ate�Y. U TI LI TY CON TACTS immediately. 13. The Controctor sholl maintuin traffic at all times to the satisfaction of the Owner and the Town of Vail. The Contractor sholl 8. Holy Cross Energy must inspect all conduit installation before the conduit is covered and again after covering, but prior to 31 . The Designer shall provide, in this location on the plan, the location and description of the nearest survey benchmarks for the minimize tra�c disruptions and provide adequate safety precautions and signage to ensure public safety. backfill. project os well as the basis of beorings. The information shall be as follows: A. Water & Sewer System (Eogle River Water & Sanitation District ) 14. The Contractor shall protect and preserve all trees, bushes, shrubs, and ground cover in a manner occeptable to the Owner. 9. Conduits ending outside a vault sholl be capped and marked with a 4" x 4" post. Individual conduits shafl enter eoch vault at Fred Haslee / (970) 476- 7480 Benchmorks - Town of Vail Survey Control a consistent location. B.M.Number. Elev.= XXXX.XX 16. The Contractor shall attend a mondatory preconstruction meeting with the Town of Vail Engineering Dept. and Alpine Description XXXXXX Engineering, Inc., prtor to the start of construction. 10. Red trench marking tape will be supplied by Holy Cross Energy and shall be installed 18" above the conduit or cable during B. Electric (Holy Cross Energy, Inc. Jeff Vroom 970 947- 5425 32. Locote, protect, ond maintoin bench marks, monuments, control oints and backfill. � � � � p project engineering reference points. Reestablish 17. The Contractor shall maintain existing drainage channels, culverts, and appurtenances during construction as necessary to disturbed or destroyed items at Contractor's expense. protect roads ond property. 11 . VAULTS C. Telephone (Qwest) / Bart Garner (303) 255- 6122 � z o . The contractor shall be responsible for replocement of any existing materials thot are damaged during construction within the 18. The Contractor sholl conform to the recommendations in the Soils Report prepared by Hepworth-Pawlak Geotechnical on 1 . Vaults sholl be instolled as follows: O U limits of construction or in the vicinity of the limits of construction, at no additional cost to the Owner. November 18, 2004. The proposed foundation should be on undisturbed soil, and may requfre the excavat(on of in-place structural A. Splice vaufts shall be installed with the manhole at or slightly be�ow final grade. N � £II under the existing structure. B. Transformer voults and switchgear vaults will be installed with the bottom of the pad at £nal grade. D. GOS (Excel Energy) / Jim O�Neal (970) 262- 4003 � � C. Where vaults are set into hillsides or sloped cuts, the downhill side of the voult will be groded according to A. or B. above. w o . When an ezisting asphalt street must be cut, the street must be restored to a condition equat to or better than its original � condition. Patching shall be done in accordance with the Town of Vail Street Repair Standords. The seams of the osphalt potches The slope behind the vault will be laid back suf£ciently to prohibit soil or rocks from sloughing into the pad-mounted equipment shall be infrared unless otherwise instructed by the Town of Voil Engineer. or onto the manhole. If the slope cannot be laid back far enough, a retaining wall shall be constructed behind the vauit. E. CATV (Comcast) / Matt Conrad �97�� 468- 2669 ext. 1103 � SANITARY SEWER NOTES= � 35. Upon completion of construction, the site shal� be cleaned and restored to a condition equal to, or better than, that which D. All vaults will be instolled so that the top pad is parallel to the finish road grade. W o . W existed before construction, or to the grades and condition as required by these plans. E. Pads or lids will be placed at the time of vault instollation unless otherwise requested by Holy Cross Energy. � F. AIl voult pieces sholl be jointed with a tar type seatant (when provided by Holy Cross Energy) with the exception of the vault � � � � Q N m _ �Y . . 1 : ', ` ' �� . , ' ' �: It i. � : ' � . . . . . . N � 36. Stondard Handicap romps are to be constructed at all curb returns as identified on these plans. The construct(on of thase pad or wult lid. _ x . � �` ,� , i - . � . .. ., �. � ' ; , , . , . . p � F handicap romps sholl be in accordonce to ADA current standards. 1 . All sanitary sewer construction shali conform to Eagle River Woter and Sanitotion District�s standards ond specifications. � 2. Holes knocked in vaults for conduit installation shall be as small as possible and shal� be grouted closed on the outside of the t- -.. - � _ , ,� _� : Q 37. After acceptance by the Town of Vail, public improvements depicted in these plans shall be guaranteed to be free from vault prior to backfilL � j" . � . . � ' 2. All materials and workmanshi shall be sub ' ct to ins ection b the districts and or their re resentatives. The district � S � � � �= � �' � '� ' - - - - � �� material ond workmanship defects for a minimum period of two years from the date of acceptance. P 1e p y / p ` � � " O � reserves the right to accept or reject ony such materials and workmonsh(p that do not conform to district standards or 3. Conduit sholl enter vaults perpendiculor to the vau�t wall, about 2" above the floor of the vault, and about 2" from any � �O 38. The Controctor shall be solely and completely responsible for the conditions at and adjacent to the job site, including safety specifications. z " adjacent walls and shail have a minimum separation of 1 inch between conduits. � of persons and property during performance of the work. The contractor shall provide lights, signs, barricades, flagmen, or other � ,� devices necessary to provide for public safety, pedestrian ond vehicular access as needed. This requirement shall apply 3• The district and its engineer are to be notified by the Contractor at least 48 hours prior to any utility �o�st��t�o�. -�� S�I E E T I N D E X 4. Conduit will be cut off 2" to 4" from the inside woll of the vault. � ` � � �� '� � - � �.' � ,. i , o continuously and not be limited to normal working hours. ' ^ ~ � r � 4. Compaction of all trenches must be attained and compaction tests results submitted to the Owner and Alpine Engineering. 5. Pedestals for other utilities shall not be located doser than 10 feet to a vault on sides where tronsformers or switchgear will �.. °� � � NN y � 39. The Contractor shall not willfully proceed with construction os designed when it is obvious that previousiy unknown obstructions have access doors. Pedestals shall not be locoted closer than 3 feet to a voult on sides where the pod-mounted equipment will a o � and or r � / g ade differences exist that may not have been known during design. Such conditions shall be immediatel brou ht to the 5. The Contractor shall at all times keep a separate full set of contract drowings marked up to fully indicate as-built conditions. Y 9 not have access doors. COVER SHEET SHEET C001 Y N attention of the owner's representative for decision. The contracfor shall assume full responsibility for all necessary revisions and Said drawings shall be provided to Alpine Engineering upon completion of the work. As-built drawings will be compiled by Alpine � O � re air s due to failure to ive h En ineerin ri r 3 p g suc notification at no additional cost to the Owner. g g p o to final acceptance. Contractor is to provide at least two ties trom physical monuments to all fittings, valves SIIE GRADING, EROSION AND SEDIMENT CONTROL PLAN (WEST HALF� SHEET C002 6. Holy Cross Energy provided ground rods shall be fully driven with no more than six inches of rod exposed above the eorth U U m n � and manholes. within the cavity provided in the center of the vault base. Holy Cross Energy must approve any other Installation where soil $ITE GRADING, EROSION AND SEDIMENT CONTROL PLAN �EAST HALF� SHEET C003 � � cJj rn N j� 40. At the end of each working day, the Contractor shall be responsible for connecting the existing storm drainage pipes to the conditions will not permit the ground rod to be full driven. newly instolled storm droinage system. All drainage systems within the construction limits shall be maintained by the Contractor 6. The contractor shall verify existfng pipe or manhole inverts at tfe-in points prior to construction stoking. STORM DRAINAGE PLAN SHEET C004 0 � � GRADING AND DRAINAGE DETAILS SHEET C005 z z Y ° or e en ire uration of the construction projact. The contractor shall be responsible to maintain a�l drainage within the � �? construction site and offsite drainage which is directly affected by construction. 7. Manhole rims shall be set at an elevation relative to the povement in accordance with District and Town of Vail requirements. � � w Precost adjusting rings shall be used to adjust rim elevatlons to finol grade. The mox(mum acceptoble verticol adJustment is 12 unun Pu►N SHEET C006 t/1 a �+-i O � j 41 . Contractor shall be responsible for mointaining the operation of the existing Town street lights within the project limits. The inches. Manhole steps shall conform to OSHA step standards. UTILITY DETAILS SHEET C007 0 � U � O = contractor may provide temporary street lighting approved by Town of Vai�, when existing street lights are removed. � 8. The Contractor shall toke care to properly shape all monhole inverts and benches to promote smooth flow through the DEMOLITION PLAN � 42. Contractor shall be responsible for maintaining the operation of existing Town irrigation lines within the project limits unless manhole. Inverts of lines intersecting at 90 degrees and at highly divergent or Flat slopes are especially critical. Manhole inverts SHEET C008 �W otherwise approved by the Town of Vail. shall be constructed with a smooth trowel finish and benches shall be finished with a light broom non-skid finish. All concrete INITIAL GRADING AND SEDIMENT CONTROL PLAN SHEET C009 for manhole construction shall be mode with Type II cement with a minimum 28-day compressive strength of 3000 psi. SUBDRAIN P�fiN SHEET CO10 � 43. It is the responsibility of the contractor to protect ond Preserve all trees, bushes, shrubs and cover in o ma�ner acceptable = � to the owner. All areas of Town of Vail Right-of-Way disturbed during construction shall be well graded to drain, covered with a 9• All pipe shall be constructed with pipe bedding as shown in the sanitary sewer plons and details. If trench conditions vary or _� g minimum of 4-inches of top soil, fertilized, mulched and re-seeded according to the Town of Voil's standord speci£cotions. if rock or water is encountered, Alpine Engineering is to be notified prior to proceeding with constructfon. A class 6 road base SHEET p� bedding is required in certain areos. Refer to the plans ond profiles tor bedding locations. _ � 44. Contractor shall maintain access to fire department hydrants and connections shall be maintained throughout construction _ �oo� o unless otherwise opproved by the Town of Vail Fire Department. 10. Any service tap fees that may be required as part of these proposed utility installations are to be paid prfor to making the _ connection to the main. - o = o =- > = O H n: . ,. ......i. � • .. .. . ; U• S• H�� ROA �� ' ; _ ., � ... x W FRp/V TAGE m � r� Z m � .. i E ,, _ .... ... O Z a� � • ( .., ..,, ... , m SpUTH . , . . .. .... � � . , m _ .c°.� � . , z �� . _. . � , _ . _ .. .. _. . . ... - � _. .. _ ; . - r . '� � .� _ , . . . _ � _ _� . . .. . �_ _ . � �- J iiiiiiii iii iiii w �� . . , . . .. j .. , .... ,.,,,_. . ._.... .. _. . � . . ... , ,. .., . .......,.. , ...,. .... ,,. .... ............. ..._.,.... .... .. ��<�... . � � NG A5��7 .... .... �,„, „�„ . ,.«. • � .. » ,,, , w, .. ,�, w_ ,�-� � N , _ - . . ., _... • ....= m � � IIIIIIII Z ;30 } EppE OF,, D�S'1� .., _ . _...._. , SEE LANDSCAPE PLAN ., ,,, � ,�, � ,,, �, ,,. � ,,,, 8a60 _.. ., ,,. , .. ° .., . , ,....., , , . . .,. _ .. .. .... .. , ... .. . � OR-�tEY��T�I"I701� " . I . . � . . u,,,�« .., . � .� .,,., ,,.� OF DISTURBED AREAS _, . , _.. ,..� ,. . ... ... IW � . .. . _ . . . - W ;.: ., . ..,, � , .. � _ .. ... . .. . , ;;. ... � uMns oF asTUReurc� ,,.,,, ..,. .. �, �• .,_.. _ ._ _.....,, _...,,... , ,,, . , ,.�.,. . _ .. .... . ...... ... � �� .:- . � ,' (�icn�) ...... ...,, � � -� _ . ...__ .��...... , __. , . ... ._, ., , . .,_ ... . _... �,. , . . ,,.... . . _.. . . . ...... ,„�,� ,�,� . ... .... . ... _...... � �,,., . . . _ ,....... _ „ ., ,..... _ . ., _ � ..,, ., . _ �. ��. ,,. � " ...... _ ...... _., �_..... �9 ,,,� � �OC� RFQ/ ... RE(XtADE E1QS11N0 KNOB TO ELEVA7ION ,,� ,�,.,, �.�.,, , ,,. �, .�.�. ,, ,,. . ... ......... . .. � � , c4 0 ""� .,,. � .., _,,,.. {�� .�,,,,:,,,:,, .. .,,. . .,,....,,.. ......,._.. � � eC �t iYfRf�l SEIMFJI , t I. "••, � 807&S' MA%. PLACE A MINIMUM OF a' � ..,�. ,�_. ...,.. .,.,.. . _ ,,,,•, ..... . . , . .... �' .,.,. ,..,. ,, ..... _...�., __. . _, . ,....... ,e� ...., ° OF TOPSOIL. 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C`, ,,.. ... . _ ...... .,... - SAWWT� RdAOVE AND < - �, 3�aa a �� . 2 , .. _ , SIGN N T BACK � , .. ... �, ... ... ._._ ... _.. .. . .. . .... �. a� t ,� z� "- f RE11pVE AND REPLACE � .._ . . - ,.. ... _. DISPOSE OF DOSTING PAiH �,"„ < < ;� � s� _ p ... _._ .._ . « s ' ; DOSIING CURB AND �" ._ ._. _ . - " j � , rdt �". . '�' ' �.C^�. � GU7fER ALONG SIIE ,, ' � ;, . }._. ._.,. .,.._ . . ,.,,...... �� '",r Z Xy ,�� ^," , fP" • ' . � � PROPOSFD WRB INLET � � ... . .. . . ....... ... O ,,, �, . � i _. y"� � V� .... ,,,, YNTH BEAVER DAM '-'y,'t { . , , , � ....._ ,,, ,,,, ,,, ,,,, CONCKf 7t ,,,,, Y�tV � O/ � ��, .,,,... `"'., �. '�+�^ , �� ; ; ,�p, (SEE SNEET C004) _ .... ..., ,,, ,3 J _ . , „ ..._,., ,,. .... . „ ,,, . , ... , , V � �� , . � � � < . � � , �� , �i� , { �,✓ �..W...,, . , ,..,.,.. , ,,, W�� f✓. , . . . _. .. .... . �`� � -..,'...""M�""'^`-��„"'...,^ �,,,..�,�..�..�„ ` "` y, .y?: .a � II'� PROPOSm 4� MADE �. ... . .......... . . ...,. - . ,�,� `. j j -�w ....,.;„_ R . , : ,� �.. , .._ PROPOSED PA7H REAUGNMENT ,,,.,, i ,'�r. ;' ', « � *' � CONCRE7E PAN ...., . .. , � � \ q„,, .s:....,.,,, p `---�_,�. / �' Z V INSTALL 77 WIDE ASPHALT PATN , q 4� 4 � , . . ,.. , , ` ,,... ,„„. �,.„.�.�^°-^�`�"" O WORWNATE 1MTIi TOWN .. < . , OF VAIL PUBLIC WORKS. , ,,, -.__ _. --- ^�^ N L� x 6� . ., .,.,... , ,,.. ` - ..,, � � M15TALL STQB• .�. ...., ....,. ,.., ,,,, �,., r �., _ ..,. .,. ,.,. - ,` � "„„. � f( ~ , � U I-35R VIUJLT NG , SIGN ,.(R1_�� „ �,,,, ... - .,.. .,. . .,,. ..... : ,. ,,,, > PROPOSED SILT >, ,.,. � � o CONTRACTOR SHALL BE AWARE � � ,. , , � � 1HAT IRRIGA710N LINES DOST IN iHIS FENCE (TYPICAL) ' � ` ' ' < �' , � SHEET C008 , ' ' -., �;r ..� ,.. •, � �� ,,.., ,.,. ...,. ,,., .. AREA UWDSCAPING CONTRACTOR '"c'� �erq ., � ,�' , ' .,., ..' ��' ..,. ,.,, ,.. �,y ,y �.� 4� � o ..., ' � SHALL REINSTALL IRRIGA710N �°• - pR�POSED CONCRE7E ... ..... .... .... ..., ,. , fH, ,N �� J•� N W AFIER PA7H CONSTRUCTION. L1MI15 OF DISTURBANCE ,. , �lF, • ' 'ItETNNING WALL �U QO?•TT _.____ � ¢ c� • ; '� RE: ARCHJ ...w�''�,�. m _- � f (TYPICAL) , , ` � ..� PROPOSED 3' MADE ' `�o.?`�T _ _._ __..._-•- --�_.�_ _._ _" ---� ;,• ` ° rn _,.. ,. , ,.-- .. .. .�.. „� r F .,: x , / / � ' 34,0 ., . .,.. .,. � .� __.__ . . ,, � .. _ __ ___. ,,,,,.. `.,�, � a��s ... _ � _ CONCRE7E PAN � r __ __. _ �",, � ,.,., , �fi , ,,,, M ,_ __ . .. �.-_.__•-•�-.........._ � ., .. . , / BOW�28.0 .-• ., ..... .,.,. .,., - „•_ � / ,.,., ., _ , ._ N ,. ' __...... ,, .,._.- . . .. .... .. .h1 . .. , , f ..... .... ..... _. . . . �� _. . _ �- _ _ .. . _ . _....- � �F::ti:�..__�� PROPOSED � � ,° - .,.. .,,. ,..,. � ; �-� ; �;. ,, � � _._._._.__ N � _,..._._.._.._-_•._.,.._.-.._ �......_.,.._.,......_._..._._. . ,,, ,,,,... . .. ,,,,..... .. .,,,,_. , Z � �� < ,,,.,. ...,,/ ' . '' f i _......._ BO�JZ -� ,,,,` ,,,,......_FlI�ISH GRADE ._ , ,.,, PROPOSED 4' ...1MDE, ' � \ , ' M `�rn BOULDERWALL G � f / � 1' DEEP CONt'�tEiE PAN ` $ 1 .�AE �NG PLAN SHALL BE PR01ADm BY THE SHORING CONTRACTOR ONCE ONE HAS B�1 �,, . , ., . ..... . . .F�.,. ;; � TO LJMITS SHOWN i / � 8O 'rJO ,..... ,,,, _._,.,...., . � ,,,,. . _ _. . ..... . ... .... __. , .,..,,,, ... .. __ , , ,,. . . ,,, ..., _ .. ._,,,, � ;, !,�f � PROPOSED RETAINING WALL Y o INSTALL BWLDER WALL. . � � ' (RE ARCH) ¢ � 2 1HE CONTRACTOR SHALL USE EXTRDAE CAUTION WHEN WORKING AROUND TNE HIGH P�1RE FACE OF WALL SHALL BE r RELOCATE DOS7ING i : � . . ,,,, . . . . „ _\., �,,,., __.._, ,,,,,, . ,,,, _. , . .,..._.,,, ` _ Y c� � �, GAS LINE ON 1NE NORiHWEST SIDE OF 7HE PRO�ECT SITE THE CONTRACTOR SHALL POTHOLE 8' BEFIIND TOP BAqC OF REC. PATN SIGN ,; / / BO48 0 � � AND LOCAIE iNE HIGH PRESSURE GAS UNE PRIOR TO CONSTRUCTION. SHORING WALLS SHALL BE CURB AND/OR mGE OF WALK. ?'j (` ; ,.� � i DOSIING GRWND� � 1 _ . _..,,, '' � � CJ7 rn o . DESIONm TO NOT IMPACT TNE DOS71N0 OAS LJNE, AND SHALL BE RENIEWED AND APPROVED BY � r Z TMe c�s caMa�wY. �SEE DETAIL SHEET C003) �� ,�,sf �_., � : f; fi 8046 �,,, \ ... .. . { � _. ........ ° ° d � 3. SEE IN7ERMOUNTAIN ENqNEERINO, �NC. ,�oo��►,�c �� oasnNC cor�o�„oNS. , ; ;% � ; SEE SHEET C008 FOR SITE 8044 ; __ .� .......... . _... .\.... __....... �,. , ......_ __. ...... _..... . . ... ._ ...... � � Z ��--�.� � 4. CONTRACTOR SHALL DEMOUSH, REMOVE AND DISPOSE OF 7HE DOSTING CONCREIE FOUNDATION ;j �� , ` j1 , t DEMOLITION INFORMATION ; �aaROw�� ocnnoN � 5� MIN w � 2 O a z ON THIS 9TE t' :: ,' t � OF HIGN PRESSURE GAS.... .... . ._._ „ .. .,. ... _� ,.... ._... ....-� __....,, _ ,,,,... � o c� -o � W - t 8042 , _ �_ . . .. , , � (nie coNrn�croR � ¢ 5. 1HE GEOTECHNICAL REPORT MDRESSES SPEqFlC CONCER�IS ASSOCIAIID MAiH 1HE BUILDING .. .,,, ..,. .. _,., ,,, _ , ,, ,,,,, ,,,, ,_... p� / j 3FIALL USE EXTROAE / � � occ�v�nar�, DEWA7ERIN0, AND BAdCFlLL. IT IS iHE CONTRACTOR'S RESPONSIBILITY TO ADHERE ` f f ;' SEE SHEET C004 FOR STORM 8040 � - -�-�0�'a �- ��6 - � " cn TO THE RECOMMENDATIONS IN THIS REPORT (HEPWORiH PAWLAK GEOiECHNICAL JOB No. 104 747 , � ; AROUND iNE HIGH " � " � DATED NOVEMBER 19, 2004). �;�'��„r., �y� ' � ; ; f DRAIN INFORMATION PRESSl1RE GAS LIN� �� e�ow cR�oE t ��; R�^�,,� , ; 8038 ......... . . .. .... . _............ _ ,..,.,, . .. .. ._ . .,. . .... �.. _ . . , , ,, . '�w . ,,. ��aitiNG' srRUCTU� ..... :: 8. ROOF DOWNSPOUTS AND DRI11N5 SHOULD DISqiARGE WELL BEYOND THE UMITS OF ALL f`''°�r �`v� �` 4�`�, �~ � , SHEET m BAqCFl64 AS NOTED IN iNE GE07ECNNICAL REPORT. fpv� iy�?r�,Cr��'ry / ;' INSTALL E�ANSION JOINT I'� � �. r� ro sH�r coo4 � sNOw sTOw►c� u�s u�o c�c;uunoNS. � �vr`�U��f � ,;;/1 SECTION A- A W/ POURED JOINT SEALER COOG HORIZONTAL SCALE: 1 "= 5' o d. ALL ROADCUTS SFIALL BE A MINIAIUM OF 2' MADE. THE CONTRACTCF2 SHALL INSTALL A PATqi t� �{Yr :� ,-� SCALE. � � � � O� VERTICAL SCALE 1p= �J� o TO MATqi THE E7QSTING ASPHALT SEC110N AND SHALL INFRARm SEAM ALL JOIN15 PER TOWN OF $ VAIL REQUIREMENTS. J f > O � a - WIIIIIIIIIIIIIIIIIIIIIIIIII `_' °N ° Zo � � ; m � i �mm . .... �; ,, . m�IQtAL No,FSs - ! ^ ;� o", ....,....,. , ,...,.. .. , v 1. A SHORING PLAN SHALL BE PROVIDED BY 1HE SHORINO CONTRACTOR ONCE ONE HAS BEEN � Z �S � ''� � �� ` 2 1HE CONiRACTOR SNALL USE EXTREIAE CAUTION WHEN WORItlNG ARWND 1HE HIGH PRESSURE . z j ';y GAS LJNE ON THE NORiHWEST SIDE OF THE PRO�CT SITE. 7HE CONTRACTOR SHALL POTHOLE � III III �yJ �� ^ ,wD �oc�►� TME Hlc� P�,� c�s �NE �o� �o c�srnU�„a�. s�o�ING W�s s�,u� BE IIIIIIII IIII w Q�� , DESI(iNm TO NOT IMPACT THE DOS7INQ OAS LJNE, AND SHALL BE REVIEWED AND APPROVED BY �IIIIII � �3 � TME � �P,�Y. IIIIIIII � Z ; � 3. SEE INIERMWNTNN ENOINE�tING, INC. TOPOGRAPHIC MAP FOR DOSTING CONarONS. III & � ; - - 4. CONiRACTOR SHALL DEMOIJSH, REIJOVE AND DISPOSE OF THE DpSTING CONf�iE7E FWNDA710N 8 ;, ....... . , SITE. . . -,,.,.. . . ; _. .. ., ... _. _.. . . m 5. THE GEOTECHNICAL REPORT ADDRESSES SPEdFlC CON(�RNS ASSOqA7ED MA1H 1}IE BUILDING Q�''` •, "'�,, , . _.... ...... ., , . ..,, DfCAVAi10N� DEWA7ERING. AND BACKFlLL IT IS THE CONTRACTOR'S RESPONSIBILITY TO ADHERE � ., ,,,... - _ . .. ... TIiIS REPOR ( WOR1H PAWLAK GEOTECFINICAL JOB Na 104 7 . - � TO THE RECOMMENDA710NS IN T HEP 47 DO RFp '� 3 ......... ,., . � .... ' ...... ........ . . ,.�... • . , ........... .,,....... ....,... . ... .... .. .. „ ^ .. ., , ..,. - o��o Nov�e� ,a zoo4�. ` o.,o`,,�'N U��;9 s�, ...,,,._ ,,,..... �. .�, ..,.. � . - � .,,. ,, . .. . - wEU e�oNO n�E uuns oF �u . ..._,,,, .. _ _ _ „ ,,.,,,... . LL , ... ., ,,..,.,.... . ,,. _......._ ,.,,, . _._. . , ,,,..,. . � . _. ...... ..,. i , , _ �, . _ .. ...... . .. ��a . . . . .. . , ,,, _ . . .,, �,, w ,�° � ��o��lscoo4 E� ow s�oE u�►s �wo c�ucxiunoris �'� _.... .... „ .. . .- - � _..... ... .�.._ .... ..,. -- - .,.. .�., .. . : .. .... . ... c 22 53 . ,._ ..... . . ....... . .. . . ....... .�^ . ., ` C' ��'� �2i _....... .,�, ...,. ,�. ..�• .. .,..... .,, „�..,. - .,,,...,.. _ ..,.,,.... , . � � •Nv ., �,... „ „ „ . . .. , . .� .�., .a. , �« .,,..� %°,� ' .,. . . . � . TO MATCHI� DOSTI G BASPHALT 3EC710N AND SHALL N� SEAM ALL JOINi'S PQt TOWN OF -.. ,.� - /N . . . . , _ _.,,,. ,.._,,,_ ... . .._.., , „�� _..,,,, . ...� �., ,.. . _ .. ... .. ........ . . . �." ^^ VAIL RE REMENTS. ...., . . , .,,, ,,.., W A ..,.. ,.. .�. .,......,,. ,,, ....,, �� .... , .... .,.,,,,.,,. .,.. ... � ... .... „ .. .,... " . "� SEE LANDSCAPE PLAN , 806fJ ,"� � . ' ..,� •• � ., ,_. .. .. ..... y.. ..., - . � .,,.... .. . . .. „ „ . .,.., b ,,, .. ., „ .. ,,,.. N ��ce�not�r" .,� �...,.� .�..� .�. . ., ,, - ~" . .. .. _ . . ... -- . . ......� . ... . . ,_ .. .� �.. ..,... _ ....._. .. . ....._.� . _.. .._..�. _. � .., . _ .. .... °°' " �""° `�� OF DISTURBED AREAS .,, .. ,�,.. .�,R,.,,n _ . ,. , .,...,,. G .. . .. .... _ , .,. . ._. . ._ . .. . _ . _. _ . .. _ m�M _ _ �� , . ~ ,,�,.�M, __. . �_. ..... ....... . .,., __ ... ,,��„M �, _,, . . _..._ ._ - �, . . . _ . ,... . ... ,. �, _ ._... .,.... ,. . _. _ �., ,�„` ,... ., ..,. � �„,, ,✓ . ..,, �t .. .,. �'#4 �" _, " ....� . .,�. ,�..,. . , _ . . ... � � ,,. ..,. - • .,,. ..., . ..., „�• U ..... _ ,., .. ,�.,., , , ,,,,,. .. ,. ..., .,., � � _ ,..,. ,.., .... _ ,,,,. .. �„„,,,,„ . ° ,. � ,.. ,,,, . .._ ,,,. .,, ,;e ° , ,....,.. .......... .. ....,,... . ., , ..... . � ..,... , . ,,.. ........ .... ...... ... .... . „ ., .....,, ,,.,.,,,.,. .. .M,... ,. , ,.., ..,... . ,. • � „ ..,.. , ,, ,,, ,,, ,,,,,, ,,, ,,. , , . , .,., .. .._. . , . ,,,,, . . ..... .. .... . ._..,.,. ......,,..... . , ..... . ...... ... , ....,,,.... . . . .,... „ ,,. ,,.,.. �' ...,..,,... .. . "" �...$E� �� B � , ........ .... �,,, .,,. �.., ,�, �.. _,.,..,,, �M""" LEl`„(SEE SHEET C004 °""" (SEE SHEET ' .. _ �� .. , , ...., ,.., ,_. ... ,.,. ,.��. ...• „ .. .. _. �,..,.. . .._. .. .... . .• .�.. .. �.1.� - _ .,,._ _.,.,.,. �� ,... ..,. �. .,. . . ,,,,,,,. .,� .. .,,_... .. . .,, , �, _ „�� _ . .,,.,,.,,,. � � ........... . . . �....., ....... ...� ,�.,..,._ , , _ .,. _ .,, �,,�. . ,,,, ,, , ,,,,,, , , �� ,,,,,"""",.. • ' � .� ..,�.�-- ._ CONSiRUCT S' WIDE �OJr' U �. � . ,u.,, � . � ,µ„, ,M. . . �° � ,,,, , n�,�" .. � �„ �,,, �� ,,,�„,. �., ,...�„„ „..,, _ ... .. .,,,� .,. ` � ,,,,.. � � �„ �,�,,.,.,,., „�,.�_. .�,,,.. �..� � , . ..... �, � w ..� .� .. �"�. .,, ,,.�. E � ,_, ._. . �. �,,,,,„„ .,... .w. ., . ...,, - ., .�.. .. . ,,.. „_. � IaJ . ...., . � .., _.. . ' S � � � , .. ,, .. ,,_ , .._ _ _ ,. _..,,,. ... �., . .. . - ., �_. .. W , .,. �. aRa+osEO sNOwMateo _.,,.,cars�ucr caHat� _ _ _..� o . . J GR�S WALKWAY�RGE.., .� � . ,... ... . ._ �9dp.. � �1��;tit��.T a � L �, ,,,, ,,, ,, ,,,,,,,_ _. ,... _.. .., ,, ., ..... .�.. .....,._�.._...___~..� d'C�S �.._-__ (/�„ . . ,.. . ., . oErNW �� anu� a� r�. s�ucn�tN.) .�.. ._ .. _ . . ,,, , . _.. . . . � - ,�,,,,,,, P ( �,,,„,^""" � ' • ,. ,,�, .. ..,,. „ �„ . �.. _ ., . . „„. ,, ..'� � y�+1ti . • • � ��ir � _, w, � •.W.k�,� ...F ��°-`"'.. . - • � � ' ,., ° G v � o• f�E• ad ,,,,,,,, EJ�tf� ,... _...,.,., .�. _, `� ' , . , : � a ��.--^'�., r , �, 1 f.. , �,� r LI�MI i� OIS'�lRB Nf� ..,.,. -� ' �� ,,,,�.�'>'" _ � _ '' �,�,�y�, � �n . , ••, s ...., �'fi�#� „ ,�-�. _.... � „„„„,..,,,.,� ,,,.,, � � 'f' C . � ,,,..,,, ..,. � �: u ' � , ., - �'o��, ... .,,,,.. .,...� ,,.,,,. .,,,� �,M _,..,.. , ., , x. �� ., , 'v �o� :v� , ,., - ,� :� , :. .�.,.,, _ � .�ls'�' �A( .., ., ,,., ...,_ " qIM ... �... ,✓• n... . , � .i a� s Y� v 3ia. y� ,, r.. �..... .... . ' .�.t.r , ' ';�.. � 4Y{„ E::, .,n� � � � r } �yy� .. 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'��,2(�) ., "= � i � i _ - .. .. .,,.. . , .. � .. . $ � 'r ` �'- .. . 4 ..% ..,:( t �� .r . -�.�� /� � .. .....,...�. - i �+ . � ��' � Q P�osEO ur�iTs .i" •s _ _._,,...........W .�, - ' a• � e:: � _ ` ss- % , �� , OF ASPFIALT SAMICUT � W , � _. ._ y : � * � � � � � ;, ° � ;s n , � � ! `�° . �; �' �/ ,r , � r *, p � ' � � � �, , o � � ; t �'- Ea �`i��R„ ""� END 2' CURB AND w %';, �� TRENCH �qN , • ..� �, , � k *'k"."�. � , .� 4�:9r , , ;;. ;' . , � ° ' ; .w OUT7Qt. 11ATCH \ ;". , � INV �41 3E' " " 4t.e t.t ��' + ,> E70iAUST ORATE • • " , ° � . •'° , 4te r I� DOS71N(i ASPHALT. . . � , � - ., � r . . �t „ � �a.q � "`� i� i ;" �RE: MEqiANIC/1L) 4x. t \ ,, ,,� 4i.e, >�. ^I � �4} rec � �� +V�I . ,,,. � � i � , � ... � � _ .,; ' . 1 ` 41.6 � � � ' � � `'� INSTALL 2' MWNTABLE / � . A. � � ,,,. ,>„ , ' . ,,., '' . i / ; ,�` ` PROPOSED PARAPET WALL � #�� o � � � ,t� CURB FOR diILLER ACCESS GI : o� Tow-4►a (r�. srnua) / , � � ��•,., F � � , , �,� W�noN �B 3. "�iIM�47.5 / . . __ ` .,..,,,,,.. m,.,...., w _ .w__._�; 4tAI „ � , �"�. , ��' :� M �� J " �'� az. 4 8' ZURN Z-125 DRNN LOCA710N (TYPICAL, RE ARCH) '� ° TO e VERTICAL CURB � p� 'n. ° SURROUND DRIUN WITH FREE DRIUNING GRAVEL CONS7RUCT S' YMDE + �� a� ��' • • Z O � PLAZA ,.^ AND MIRAFl 1�ON FlL1ER FABRIC. CONNECT +�A �°�° , ' '� , � OVQt 4 LENOTH �! CONCREIE WALK , � „�-` r� LOWER DRAIN TO WAIERPR00FlNG DRAIN DSCAPE „QU1w) w�„� r> BOARD (SEE DETAIIa. CONNECT DRAIN TO FOR EGRESS � + ', � INSTALL 1' DRAINAGE � � .a J��' rr µ,��"' / � MECHANICAL IN PARKING STRUCiURE (RE: IAECH.) } � p ^ k° WRB CUT � � y, da µ� " 9�9 1 INSTALL 8' YYIDE ZURN Z608 FLO-THRU FlBERGIASS � DRAIN SYSTEM MATH SiRNNER SCREEN INTO Z-12S �� W O t� s° M'�M sr DRAIN SET INTO THE SI.AB. USE ZURN Z-a08-HPD � ADJUST 11MBER STAIRS ��.,,��?�"° �f DIRECT ALL ROOF DRAIN DOWNSpWTS AWAY GRAIE. REFQt TO ARCHITECIURAL PLMIS FOR , � ��*��I TO MATCH BAqC OF BUILDING A Mn�. N ,.> fr FR011 BUILDING PER OEOTEqiNICAL ENqNEFR'S � RESIDENTIAL 1 �42.0 �NSTALLATION DETAIL, MID MECFIANICAL PLANS FOR x CURB ELEVA710N. � t RECOMMENDATION. NO DOWNSPOUTS SHALL ROOF DRAIN LOCATIONS DESIGN 70 BE REIAEWED , r,,�, � � tf DOWNSPOUTS TO CU�RBI�NG �ECT IN�ND M-4APPROVED BY WA7ER PROOFING CONSULTANT. �� ra'ov eut�f� oEac 51ROM INL.ETS� WHERE PRA71CAl. AT TiOP OF "� �N TCH CURB �E � �' ---��aw�41.6 �Z STORM PIPE ELEVA710N INSIDE INLET BOX , � � ` .. ' � � '�` I Z Z � et �'`�. � � ° INSTALL 2' CONCRETE t£ " ��,, PROPERTY�CINE SPILL CURB � +zo ; �� DONMSPOUT � I � Q O t *� ..- � ej� N,r"� ! �T�� +! � �� '$ � / r , J{ °'�� p� fr PAD��FOR �a11u11�� i � '' �,ti, t � ` v �e � RDA�E AND OISP OF � � e� � �,�"w �� INTAKE ON WALL , ° � D0S'MNG ASPHALT DEdC dtIJN ' � CON UCT PROP D VEWAY. PPER s ,�� f� � � (RE: MECHANICAL) � ^ WALL 11 ,,�µ } 7VP� � , 47.5 '" �2 � , RE: ARCH) .,,, � �� , '" y i�j V �•, ; � ` PRQPOSED 4• w t, r ^ .., � � p° , ,., �'�,""� '� � A I ! �R.' � SEY�ER�y,,M� ANH/O�/L�F/�� C,)U V 1 !T \ �'rv'4.,. I �d M1.n. � RsxYa.'..r � . � , ` .� `.vy'^� ,� NY`"' '1 �°'°<:"'. 1 � 5 f �� ifl� VN/T}"', LL� } .¢' Po� ��'^ � r 'i' , b'Yn �1 � � � til `^-.,„�, J �� +c � . ; '.;: ` '"V w � �.�. : '��¢.$ -n M' ` 'B� �. .« '^s+w, " ;. �„� � �i �.w ` �r � ac �^4 "� , ,,, .,,r s y, t ^ r;",�, �, � r �"�^�.,,� � ,,.»��{ ', �' (�JT1 UMI RBANCE ' �42.0 P RIY�41.5 � ,n `� •.T W ;, �. r ., , a� R f�c � 1 � •��;�.��- '".,�.,e� 'S�� .«� . { p � s Fti �T�C.�� C. NJ t '�� '�/ � . �� ..,..""'.✓ r � e, , �. ��,, e�,,.. 3 r r��,t�`.��..,..'�;... µ � 7 � � ' ,, � ; � �"1�i :. � �' ' `P.� `'� ^ � @�SM," � �;:, ' E ,w �� , � .. ��.� �°,, � �i I �` sZ � r '� � `t��a�",--„`�-�S�''". ' �`-' j4:" � w �" � .. ,,M :,, . TYPICAL) I ! � �°t4 DOSTING SPRUCE � ,�� \ A � � { ! 1REE lYPICAL + j ti \ ` �� i ig '� � ,� ��., � �''... ..,�' � � pp w _ „ . , . , N f � d, � 425 ' . ," � . ,t/� ,. � - �E .�� . , ,. a�, , u"�; } � j� f I ,3n•, � ° . : �1 �NLET� '1X wl� I f � , 7 � ' t r ' ° • t *, � ; . . 1 � �, � o y 4� s � a tr{ � � ,� � , � � , ,. ` �� ; . ,w ;, ; PROPOSED � ....., s. ' ,� � , . �`R, j `� ,..� ' �` ,' ALL DOSIING SPRUCE •z s CONCRE7E • ^ �� ,';, � iREES TO REMAIN IF �„,,,,� w,,, `� p 1RASH BAY '^ � . ""`.""". � � OSED C-IN � �� "'�„ � ` ' POSSIBLE (RE: LANDSCAP ...�-°�^'"""`" x� i A � u t � WI DANDY BAG I ': I �,« � � ,: ! ,. . C710N �� . p + �..E; � . . . P R lE t i � � � t� ,• , ... ti1* � c , �k ° ° � �" � (8EE SHEET C004) I '� I � � DOS pULDER C; � � �,t�� .� ' . ,n t �, . , � � �' ' � � � «, �:, / {< ', „ . . � , , i RETAINI w „ . w : s , , „ �„ 4 �:'� . ,. , „ �` . r a � ,/ � << � .,. 1 D (�fPI� �„„, ,, .. �� . w, � <. . ,, � . , ,� , � �""� "^� � + • '' � � �, "^` � , : PROPOSED 4' i " �CS` ..� , , _.. ao.1 � � " ;�s ,r, � !•.•M,„ „� ,',c ';�' ^� , " SEWER MMQ! � "W ' ,,, INSTALLµBEAVER DAAI - .., , . . „ ` � f „ . , � � y � �., � �r� . ... .:, �„ ' � � � ', �,' ' � •' ' " � (SEE SHEET .. , INLET PROiECTION �� wk�,� � ,�,,„„ ,„,� . � • \ ;�' � ��, ,. .... � �, ,,. �. ..� . ..,.,� . � ... . 1 ��`�, w \ 2 , ,. . , � � ....., .... � , `.,,.....�,, ON DOSTING CURB INLET �,. ..�, ' u y� k ... ,..,.. . , ��e �' � • • t N F 'k '. �. � . � � : �, t .. . .... .., rz�.. � .... �v. b. ` G . , .A : � �� .6 . ..... .... . ,,., .... .. q� a r " � , � � �� :ya , .� , r.� y . .. � , . . .. � �� ;, � , , � ,� ., �� • � �.«. . . � ;. � " ', .,,�u. ,�, :,.. ..... ..... � .... . ...... . 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OUT = 36.77 �s �6,r . � � � i. � , , l ,�- lX1.S1IN(," r�5f?rz.�i� ' „ '. 1� �. f � _.,,,�,..,,.m �� ._.,,,,,,,,,,,,, �.� .w,,,.... � ., . . � .. �, �,� , ..... ,,,,, , � ai. ,,...,w ,,,,,,,�, �' ...,. . � ......:... ...: _. 4 �4w �"kP ,,, ,,�.., y� .,�„ �'° �- ".', c.. 's � ,T f/ �-� .....��.�,.,��..,,,,,, .. . €( ... ,.��\ �..' y. ' �t . • � i r. . � ,,,. �'� .,,, .... f','•v,� . ' ,y � �(� , �^� ,,, , �V1 �W �4f �W .,,."""�M E.ld .�,,,°"�„° �',� ' ImW """"""""""'µ" f.� �W �"""""".�.."" �,��J .,,,...,�.�.,,.,,...,.. �`�d .,,,,wµ.,.�..,..,,,, ....,„. �;,, �„ . � �" ��.�\ µ ✓ A � ................�.. ,,....................... ...............,........... * 3 �l r., � ......«..��µ.....,. ��........«.�...��... ...............�.,. .�. P�lii d �.� ....... �' �....,.,. �"Y�J .............�,.... ...«..� .� .�...,,,. � + ' � J^` // � �,�` ;. �� DOSi1NG 2X3 CURB INLET � � ,� w: . �� ' , ��, �. � .� , �� , , ; ., ' ✓ �� . ,�4 PROPOSED OVERSIZED GRAIE ELEV � 8037.84 � � � , ..,� r•,� .� , ,,,° .. ^"''1' ' ' INV. � 27.84 „ .., r i � , ' �'� , , � ; , 3x4 CURB INLET ..., , � '; "�, RIM�27.93' �5�� , , Ct)NCr7F.'.Tl: (•d+N i z... 4a , .,._.m,,.,,, m,.�,,,,, \ � �., • �� .,,� . ,� (� , , ........ . .. INV IN (4' 23.7 / c:S , �'�.�.w. ,�;�- ' E� �---;;� . . ,. �-----�-' .f;�A$t --'- "_'_ ' � �� ,h`. � � ,�.... ,.,...m,,,,,,,,:,. �:,, _, ,,..�,.,. `,GAS ---w-_""'" . \ `�w � ` "� �,. � , ' � INV IN (24�21.7 -�� .,, , ._„ ..._, �- � � ,_._m, � 79.5 LF OF 24 RCP ., , �..,,, ,, ; ,a'• ,� '� % / INV OUT (24' �27 'S' .,, S "-��,,,,,�_'""�..-,,., ..�._. @S:S ---�'w-�-:�, O 7.07i MIN. "„ h ��try ;: ` ,%,, � �,,�,� � •�, � � . �.. � �xA`�.,.;-- G4�S -�'....."""""""" �a�S """"'""."_ „�. .�.. �""�`-�-�--� ..,,, � „� �;......,, r��u �'<J3 � __.. �, . ;:,�. - : , � . .. ,. ..__ _„ / , / �� i % �� `,. 54.7 LF OF 24' RCP � . . , , ,,.,. ... �.,-�-„ GA5Y°'.""-- �aF1S �,.,..,,�,.,.�..�w�°.�,...„„„„„�.,. v„ , � N�at✓T��<ry�`� y � Wn�..�. ._...,.._---.._-°_ ' - .._ ..._ ---. , �S , . ._. cc' , 0 1.07L • ._ __. _ ,_,_.._- ; � � � 5 Caf1a, """�, "'"w.�. � `""" * `,,„8 �9� CQNCf2E"`' ,,,,., .. --- ,,_._._.----_ � .� ''` j,'�`•* r � �� - ' .... . .., �f.tJa"`a �-� �..tda'� ,,,�. .,,,,,. Y�' „ QK'J . .. ^^ _ v.... . � ��. �, .� > ' • ,,,-......� ,�,...... __ ..,. .. . r , ...�i . . '� �.. ..� ` i � 4 J . . � `+.' / *'''`* : i�� / � '' . � ,,. � ..,• ' ,, f ' �"w.�C4 ..-•_.......�. __... .... __.- _._-..... . .. ._.... � ,. i . . . °`°°" , ,. . - . "._..�.._. ' PROPOSED 4 STORM _... .... ... •,. � ;, >�- ;' TED Ui11-35R . .. ,.,. _.__ . _ _ SEWER MANNOLE � rC� � , � �+" , � C7RIC VAULT ..� �p,S '. ..M , ' , ,, , � RIM�26.6' ,.. ~ �<, �`\��'� , (SEE SHEET C006) �'' ~� Ri� INV IN 24' �20.06' � �.,,,�, ., % .. ..,.. , ,.. .., rNw �'0`'4, ` ; .,.. �.., .., ..- .. - •" ,.,� , INV OUT �24'�20.75' , �� i' ' r� � � .,, ,.,. ..,,. _,. ..,.. ..,. • f�� a��7 � , � ,� C>�'' _ __ ___ __ _._ , .�. � � . � � � .. � i , � , _._._.._ , _ __ __ _. ;, , ..,,r� �� . „ , _ _ ,.� ..,. .,� 4.�i�r � , ' / �. ,.,. .... ......... ..-... =........-� _ -,-•-.•' ^ .�........� �. � . ,,,_ ... .,.,, xr ..., ��K��f : . .,... . • Y _ � , � ..,,. .,,. ; ,,.... �;%°''�„ � ..... _._.___.. ._.-,____ . ' �' �, , . , , ,,.• �..��.�_...._�.. .._.-._. ..,.. _._ ..__..__.WAI.i. ___-• �' , ..,..� ..__ °Tti:. . � . . ,'> ,_,_. . �� , r��fi:�� t � <�,r,, � �,' � �'"� ,,,,. .. __......... -�-_. _. __ __ _ _ -i.ONCfic. ��`✓ ��.7r � , `x! „# �.+ � �� f✓` ,_,_.... -.-^""'r...,..___---'- F'+ p , }., q� / ,,� � j � ,_,_, ___------• ✓ (�, � ; ; �- , _... � ,, �.� J t ,� D .,, ., .�, , �, �, ,� � . ��y / �,� , 6'� '; , '': . . ........... .. ... ....... . . � i �i I, ��4 erucrtu untec. �a �' � �� 7. DOSTiNG STORIA SEWER SHOWN ON THIS PLAN IS APPROXIMAIE, AND MAY NOT REPRESENT 1HE �! e �d LOCA710N OF THE DOSTING STORM SEWER. THE CONTRACTOR SHALL POTHOLE iHE STORM SEWER N e�W � R�� w� p � �� i � � AND PROVIDE HORIZONTAL AND VERIICAL LOGITIONS AND 9�S TO ENqNEEFt TO ALLOW FOR z o p�i � I� R � � � * � g � � � � � � Y � � RmE'SIGN PRIOR TO ANY CONSTRUCTION. 5 0 b +�� e � �� r � a �+ 7� ''� � � � � �� '' � � � 2 BICYCLE FRIENDLY (iRATES SHALL BE INSTALI.ED ON ALL INLE75. w o �t $� r�t � �!� m � � � i � �x i i 6 � s = � i z 6 b a i i � �� i i � 3. ALL INLEiS SFIALL HAVE AN 18' SUYP PER TOWN OF VAIL STANDARDS. � � �� i � � � � �� H _......... ......... ............................................................. ........................................................................ ................................................ . ....................................................... .. ........................................._.................. .................. ..................... 4. ALL ROADCUTS SHALL BE A MINIMUM OF 2 WIDE THE CONTRACTOR SHALL INSTALL A PATCH 8050 . . _................................... ............ ............................................... ........................................... . i ,.............................................................�. 8050 0 � I ( ; i � . . E TO MATCH iHE DOSiING ASPHALT SECTION AND SHALL INFRARm SEAIA ALL JOINTS PER TOWN OF � � ; ; I i VAIL REQUIREMENiS Q N � j � � o �' s. aosE �� at��s sH� ee iNSrwEO ori nu. � •c' iN�s. rn ALI D �°n i � F�asn�o ,� -� I _ °° aiuoe .. � „_ I � __.__ � -- � � I i i ' i ,„__ ,,,_.-__ - ,.................................................. ......... .............................................................i............................................................. .,........ ................................................ ......................................................... ..i............................................................. ............................................................�..... ..................................................... .... .. . .. . 8040 � � 6040 O N ' , i . . .. ................................... .,,._.... . ................................................... ................................................... ........................ .. _O. . , .. ... ..... ............ ............ .......... ...... ...... ..... ..... ..... ..... ..... ..... ..... ... . ........ Z i PI10PC� � i....... i � � i ' �� SNOW STORAGE TABLE __��.�.--- � ___._ __ __ __ . �' > � ( ° '" �µ �.a� a :s � ° - o P - Y AVED AREA 1465 S . FT. I • �a Q N J t Q ..... ......................._........................ ......... ............................................................. ............................................................. .......... ..._.................. ...m;..�^'... °."..�...�..µ..�..�...�................... ....................................................... .......................... .. � � w aoso � I � �,._ � �:�- . ................................ ..Q. ................._._........ ......................................_.................... ............................................................. ..........................................._............... . 8030 SNOW STORAGE REQUIRED 30 440 SQ. FT. N n ............................................................ ............................................................. Y � ( SNOW STORAGE AREAS � � � o N Y AREA A = 194 SQ. FT. o o � a AREA B - 277 SQ. FT. z � Y Z a c� __......... ....._ .... ............................................................. ..................................................._........ ... ....... ........ ............................................................. ..................._.........._........_..._...._.. ........................ c� w � 8020 .................................... ........................................................... ............................................................. ............................................................ ............................................................. ............................................................ ............................................................. ............................................................ W so2o TOTAL SNOW STORAGE = 471 SQ. FT. a w � °, a � � U � � � SCALE: t 8010 DATUd! �L8'Y � 80'°. °° HORIZ: 1 " = 20' SCALE: 1 " = 10' SHEET � � � � o � � m � � �, � m � � � � � I� I� Vf I� 0D C [V f7 i() I� 0� Of O � M U7 /� N N N N N M M M M M M MI a a Q � / -oo� � � m � � � � m � � m m � m � � � VERT: 1 � = 10' N " O O g3+50 3+00 2+50 2+00 1 +50 1 +00 0+50 0+00 O � a � WIIIIIIIIIIIIIIIIII111NIIIZ X � ,_„z. s ,2• ,-,�r i. ��yO,`,�.�� i.s' to.o' io.o' O �'S 18" CATCH a Q e� CURB � a`'N �;�y��;c� � --_ ^, * ` VAin 5 CURBATCH 6^BCCNASS 8 Z �� y � _g• '-'�• 4-1/�• ,/i ��7 f�h�i�'�1j �'K < ...7r, , ,fC� �' 3�; � . { � ° ;� + E7�ANSION JOINT X W.4 WWF 4 � L.L �� . �1��, �� x��J� �c; �� V,�� V I S VARIES m J III III W �� n '/n r' �:`' � FI <. ;J*'� u� � . FLOWUNE FOR ROW ACROSS PAN f� . , . vi' OO e• O AGGREGAiE BASELCOURSE ��µgES �""� ,�„ ., ,��"�� QI Z �� m � COMPACTED TO AASHTO I COHTRnC710N JOMT c ; , r ,�, �< � ,, , �, • + � � �,F - m3n �,r. ., . , � , . NOiES: T180 AT +/- 27L OF �� Tr h `` � � � . k+ M y,� t, � � , - �`�'�,��_".�uu�.;.�:,�� b.._.� :Lz.._° „e r, '' ..��= ��.� II � oeo 4� �, � I enc Backfill �_•�� ;��,�__�.�_�..;'-� I II {sp:2 •� C L�j � : ' `. 'a ', 7 . BACKFILL SEE DETAIL OF CUT�FILL $LOPE OPTIMUM MOISlURE CONTENT Bx6 W1.4zW1.4 ' '�\ � °-�- " �' v � II IIII Z � o� ��'��°�` e ��>' � �- �� > < , , 2. SLOPE AT 1 " PER FOOT waoED x�r� F�BRiC a' atoss vnN Claea e 54 �\';� 3 � , � '�,�'• , / , TYPICAL CiARAC� EM�R'Y SECTION W E, • „ , � � �� ?C��y s�� s ��,• . , � 4. SLOPE TO MATCH ADJACENT PAVEMENT � Roadbase ` � ^^�' � '� � � �'+ �j wr 27C � � r>�'� 5. PAVEMENT, SEE TYPICAL PAVEMENT SEClION � `, � � S+"�I J t �� _..,_ . _. - .- l � ��,, ,� , � a �« m .. .y`*i ' � : :, �`� � , PER BROWN AND CALDWELL _ _ � "' ' ` O � ' �' > PROVIDE 8" OF CLASS B -..i- - - - .-... \ �y AGGREGATE BASE COURSE 6. PROVIOE CONiRACT10N JOINTS 12' O.C. MAXIMUM - � . 7. PROVIDE EXPANSION JOINTS 100' O.C. MAXIMUM Undislurbed � ,,�, �` � %, a N ` , �` ~ c o, 2.0' 8.0' VARIES 2,p' . � � NOTES: CO1dPACTED TO AASHTO g, SLOPE AT 1 2' PER F00T SoN� � � 4 , � `, m c OQ REQ/S T180 AT t/- 2X OF � E7wANSION ,pINT CoN7itAC11oN JaN �� '`` ��% a � . Q,P T OPTIMUM MOISNRE CONTENT N.T.S. ��ES Fat pt055P�ws � L,' 'a . � ' O : � D. � ''•,, 1 . BACKFlLL, SEE DETAIL OF CUT/FILL SLOPE ��t �wrta+ sH�vi eE e' � p� LoNC,�rt mu� 38' \;�,�� a� , ,,, �,�. �o � 2 CATCH e vtc1� �p IdC AND HA�E SAME REIN . \ ' ,i � ' i � m 2' CATCH � O ��(. 2. SLOPE AT 1 ' PER FOOT B R' CATCH C� FartCEMENT AS qto55PArr „ ;� i , � � o CURB 4 ASPHALT CURB ? V ;�, rn � 4. SLOPE TO MATCH ADJACENT PAVEMENT FLONUNE CRADE TO MATCH ROAD CRADE 12 Dla. RCP j� � \ s ' '� ZZ� �� 5. PAVEMENT, SEE TYPICAL PAVEMENT SECTION PLAN VIEW BETWEEN PAN IN7ERSECTON PqN75 � �„„� ' , ', ' 8� CLASS G �' : � PER BROWN AND CALDWELL Pi e Sub rode \� `" " r ° � � � a ,� 6. PROVIDE CONTRACTION JOINTS 12' O.C. MAXIMUM , �� , Pµ �� TM R�� P g � � `a `i�'Y';� ^ , ��'�' R E � . �� 2 2 57G AWAY 1MD111 CALLm FOR HANNG FND AREA OF 'y' \'ti ,� . .� �' ;v�`�,.�. �.�' VARIES VARIES / � �� 7. PROVIDE EXPANSION JOINTS 100' O.C. MAXIMUM FROM BLDG. � � ,�'�i;;' � ' �, � '� , � F- �� A� 1n �' 8. SLOPE AT 1 2" PER FOOT 2R MIN. . \�;r 1 � i ,� ,� ,� �. \ .�''''.�;� L1 � (�` �w /�7 f� J6' e M ! - b{ 0.10 �0. N pK F! (/� O 1!' EW. i.l � � , . , \.�„i�:i�`� \� \ �. i . �C r ' ./ i� �j. / ' .,�% �i'��„e" i / ,/ �1 V +►' N � . .. . � �_ .- ,. /!' e . e - zz 0.13 p. N pr F1. (p � fY EW.� - , \.�';.,,/,t� � � , �' ;.: : � +4 . :'.;�+ v .,,,,,,.,_,,. . ._. _.. .,. ._._.. . ............... ` ......... _........_. � w •• f�� Y � � ye. .: � � . � .'Po. 71'�iy:.�. .. j , i i ........ , ^ C 64' 6 x ! - 0,0 0.20 p. In qr FI, � O 1Y EYL) ., „ `�,e *y^ Y 'v #� ,,..,,._.... � ........ tk � ' , � �r. ,, b{' Tre ex! - T.2 0.Y! In Ft O G' EW.) i '. ,�` Y '"�. � � <, ......... _..,... _. .. . �, ,F � � ........ i , < .,...... - , , . ,. � w ` n � � . �`�` y, .. . s ,; , ........ '�':�� , ,! � � ' . . . .,�. ... ;, ,. ," d'^ '� � I ..;....L....... . � � � �. � . ..... ........ ______. :^�� ..,, , .y ' . . � ' �„ ,�4y ..,,r � . , � � � \,:.,� ��`� � '""^� J(� � ...n . � � . �. �...��i. ��'... �--' � ,! 6 X B �MI 4 X, ,4 , ........ � i , � , - r��, .. :... � .. .Wel ed Wfro Fabric'�." � ~4 � � � s PROPOSED BOULDER .,, � .,._ ;{.,.._�,'�,;�:B�..CLASS 6„�. .uz ",:�:ak�2.�.::.",��.�`:°,°c�:x��.1�..�.,�_`a,ml..i.._...��.� ` � RETAINING WALL � N.T.S. CONSTRUCT CURBS PER COLORADO D.O.T. STANDARDS M-609-1 N.T.S. N.T.S. N.T.S. 2.0' 6.0' 8.0' 2.0' / /� A 2' CATCH CURB C 4' WIDE, 1' D�P CONCREI'E DRAINAQE PAN D 4' CONCRETE CRO�S PAN E CULVERT BEDDNQ DETAIL p SPILL I MH COVER TO READ CURB TCH 4" ASPHALT , CURB MIN. � J INSTALL ZURN 2-808-HPD CRATE GUt48r 6-0" O 12; 1 MOX. 2'-0" "STORM SEWER'. 8" CLASS 6 � � MH FRAME AND COVER HS20 V � NOTES: ARIES Curb Tranailion NON-SHRINK 1 . SEE PLAN VIEW FOR GRADES. LOADING RATED OR EQUAL F- Sidewalk Tronaftion GROUT 2 OR O O I �, RING dc COVER SET TO - Y , � � „ ,P ' � 2. SEE ARCHIiEClURAL PLANS FOR TRENCH L , , ' � ^ , : y. 4" `�' ,a�, ' �,; � 5 ;� KEY BOULDE INT � PARALLEL FlNISHED SURFACE � " � ' � R 0 DRAIN INSTALLATION DETAIL ANO REOUIRED • . ° � ; ", , ' ' . � • �' �, ,,"� � '„ „ , y� �' K ?�`J „ ,k*� GROUND 1 .0' MIN. 6" 6 • ' ' � ' : ` °' • '` " ' Q � " ADJUST TO RE QUI R E D GRADE WITH A MAXIMUM ; �_,�,�2�r " �- � 52 � � � � WA7ERPROOFING ON ROOF SLAB. r ' 8 � � OF SIX 2' iHICK REINFORCED CONCRETE GRADING � a� � M w F � � � 20" 508mm � . � 4" 3. SEE MECHANICAL PLANS FOR ROOF DRAIN f Permiaeible Joint with Epoxy cooted deformed INSIDE LIP TO BE „6 � -9 RINGS SET IN NON-SHRINK GROUT L � y � � ~ �� 102 4•C 1 0 2 n n] GRA7E �ETAIL �TOP VIEW1 LOCATIONS. N o. 4w b y 1 8" b a ro c o n f o rt n t n g t o A S H T O M 2 8 4 . HIGHER THAN M A X N.T.S. �- �A►D B D R N E W A Y �E C 7 1 0 N Q MIN, at 18 apacing. � I PRECAST REINFORCED CONCREiE MH CONE I OUTSIDE LIP F '�p�q� PAVIIVC� SECTIONS " �� V V �' ° ° Curb and Gutter Concrote Curb Ramp 9� INSTALL 1 " DIAMETER RUB'R-NEK JOINT GASKET AND GROUT JOINTS INSIDE AND OUTSIDE, GROUT I . I W ty � � r�� INVERT C D R AM P SECTI ON VI EW LIFT HOLES ON INTERIOR, INSTALL 1 1 /2' DIA. �� W 2�- 6" across flats ' " x RUB'R-NEK ON MANHOLES LARGER iHAN 48" � ^ N . • . � � y,Y „fr.� ,"' � �'i 4"[102mm] � � 0' [3.05M] + Scale: NONE � g" TYp R PRECAST REINFORCED CONCRETE MANHOLE � eorouioERS Q v M�r %;i`r ,�^ '�'✓Ta`:, MIN. Z-808 X-SEC710N LONaTUDINAL d20SS SEC710N � � ' " -� � BARREI PER ASTUA-C478 MAT}i STEPS. ' 4'-0' � � 5' MIN � 3/4' wASHm ROqt � N . T. S. Wing Surface Z � e' M�. �� 7 i 9 � y w ` -� e�a°�c �'aRe a � ` � , � ' � t�, , ' '�` ,Yt +� m e 5�-0� DIA MANHOLE DII.IENSIONS � a r „ , - � �� ,y� � ,�, ,y� ,y� � ,�, Sfdewalk � "? AL MANHOLE S7EPS o-: ' PIPE DIMENSIONS ' Flowline , 0' < a o :s � N W/ BIiUMINOUS OR , �� `� � ; � ` White g � ched c E .� =� � PLASTIC COATED 15� - 24" DIAMETER = 4� - 0" � APPROVED EWIV. � , ` �" � P S�d°W�\K �r � a ° MA INDUS1ftIES 42" - 48" DIAMETER � 6' - O" � 6" 4 4" W I D T H 6" <j � c � . , ., Re d �` �� d ; r White � 1?. � �<o � ;7{7 �q;.� OR EOUAL 54' - 60' OIAMETER � 7' - 0" � y +� c� $y� 4' PERFORAIED PVC ::r � °` « � B� � :5 . V :5 _O� �uk i i » E � � ^' r�} �5'� �,, d N � ... * - �O �4,-O. 1 � '6� -aFr • ` �n KEY BOULDERS DAYLIpiT M DRAIN ` ^y �nw+ rr 3 s 1 2' PER FOOT 1 2" PER FOOT �� ; � h PROVIDE HIGH STRENGTH, t' 111N. INTO � � � , �� n�+ � a � " NON-SHRINK GROUT AROUND PIPE N.T.S. �ND (�w) , * �� ' � �-� ~� , �' 1 AT KNOCKOUT LOCATIONS AND d ' ," � � �`^"�� r � °� � ° , � , . . � , � * TYPE 2 CURB RAMP �� pp�� w ' w ' ' y ` x •;, � •r .Y.. , � - 6, n PROVIDE WATER 11GHT JOINT. K OVVWGfI �'IG 1 /11NI� W/1L�L `�' �`` � � . . ., � � Seale: 1" = 4'-0" "� PIPE ,`� °, �»�"' �) � � , ' :� "' " ' GENERAL NOTES: PIPE '"`� ;� 4 , . 3. .. �� ' r � ., '}b, . 4" 1/4• JOINT FlLLER 1/2' PRE-MOLDED / 1 1 W �- -� � � � 2' MIN. 5' CONC. POURED JOINT R 1 � 1 S TO P Q i . Ramp and winy nlopee ehall not be ateeper that 12: 1 ; dimenaiona ehown , SEALER aholl be modifled, as neeessary, to meet this requirement. Ramp croea slopes CURB de WT7E SNOWMELT shall not be grealer than 1 : 48 (27L) ; � � +`� �, a , ', ', ,� ,a' +' � 4" OF CLASS 6 ABC TUBING � W � "� °k��`'" " � y N.T.S. White on Red 2. Concrote ahall be clasa A or B, with WWF (Welded Wlre Reinforcement) fn ramp. FORM INVERT TO � ' � ' `' Q W'uy��y ' 6x6 W1 .4XW1 . 4 8" MIN v° • , : � " � > PROVIDE P05171VE ° 4' CLASS B " ��, " 4" CuS'S Re ' M �Vr �1�\ � NOTES: WELDED WIRE FABRIC 3. Normal gutter flowtlne and proflle ahall be maintafnsd through the ramp area. ' w DRAINAGE ` ' `' ' � 1 . CONSTRUCT CONTRACTION JOINTS EVERY 5� ON 4. Ramp surface ahall be textursd with truneated dome detectable warning tilea MIN 12" /� < g +� •� *2 la C E N T E R. N O T E: S E E M E C H A N I C A L P L A N S F O R p e r c u n e n t A D A a l a n d a r d a. C O M P A C'f E D 3 4" � „I� �µ " " DUMMY CROOVE JOINT, CURB 8 GUTIER O 5' o.c. �� T x�m,LL c�� a+a t S N O W M E L T LIMITS, S P E C I F I C A TIONS, SCREENED ROCK 8" B A S E P R E-C A S T M A N H O L E B A S E A N D ur�p�p� Epd �Z qt �+p� (s E E p E r u W. � 2. PROVIDE EXPANSION JOINTS EVERY 100' ON ` �` FIRST BARREL SECTION CAST CON7RAC770N ✓OINTS EXPANSION JOINTS EOINVALENT � - N . T. S. CENTER. DETAILS AND TYPICAL SECTION N. T. S. 5. Nrtng aurfaces ehall be textured with a coaree broom aurface anly. N. T. S. MIN I MONOLITHIC PER ASiM-C478 N.T.S, H BNOHIMELTED DRAINAQE PAN/EC�RESS PATH I TYPE 2 CURB RAMP DETAIL J STORM SEINER MANHOLE L JOIY� DETAIL ,� � . � � � �°�`� I ✓ y � n �•.�'� STANDARD GRATE 4�-0� 1 1 /2" 1 /2' GRATE n 4� 2, I 5� � SHOWN, USE CLOSEMESH 6" 3'-0' g" CONSEAL 102 1 . CURB INLET SIZES VARY. REFER TO PLAN SHEETS AND DRAINAGE TABLE r, < , < � � � '�� FOR INLET SIZES AND INVERT INFORMAiION. • < � 2" FRAME AND GRATE THE FABRICATOR SHALL PROVIDE SHOP DRAWINGS FOR APPROVAL •` ' '� I 2 ANCHORS / SY F < � ,� ' * � � �t�y �� 3�3 3. _ _ e° USE BICYCLE FRIENDLY GRA7E PRIOR TO THE INSTALLATION OF CURB INLETS. -" I 2 � PER TOWN OF VAIL STANDARDS 2. CURB INLET SIZES INDICAiED ARE INSIDE OF BOX DIMENSIONS. DANDY BAG�II ,/ \ n FlNISHED GROUND 3. ALL CURB INLETS OTHER THAN 1HE 2'x3' CURB INLET WILL REQUIRE A SLAB TOP °�DiWq10� T0 � r� , � � f� lnetallation aad Maintenance Guidelinea I e awc�, u-sH�veo � RISER ✓ � _ I I _ Z� P y�2.n�y� y�`� WITH THE APPROPRIATE SIZE OPENING TO ACCOMODA7E A D dc L, INC., FRAME � I / sr�s orr earvu�r.� NUMBER HEIGHT WEIGHT � Y 2" • , ' � ^��w�� 'l✓ AND GRATE (SEE DETAIL FOR CURB INLE� �Wlat{oa: Remove Ehe rrste trom oatoh basin. I"I� Il � N0. 2127018 1 '-0" 1 ,050 � y � � � �3 4. KNOCKOUTS SHALL 8E PROVIDED ON ALL SIDES OF CURB INLETS WHERE CULVERT It win� optloaal oil abwrbsab; piece absorbsnt � INTERMITIENT p1ECK SL T ,y xy �' lllow in uait Stwd the te on end. Yovs ��z 3'-0" � OPENINGS ARE NOT PREFABRICAlED. p � N0. 2127024 2'-0" 2.100 �� 4�_p• � '" � the top lfttin� �Eraps on! of the wq� sad place �'�, � 5. ALL CURB INLETS SHALL BE DESIGNED ACCORDING TO ASiM C857-87 AND ASTM �e �eata into the Dm�v He� • II w that the a, DANDY BAG II I I I I o N0. 2127036 3'-0" 3,150 � � � � " ° ' ' ^�� "� 1 3/4" INSTALL PRECAST � C8°58-83. WRB INLETS SHALL ALSO BE DESIGNED FOR AASHTO HS-20 LOADING �reta t� bslow the tap etraps and above !he �,�� =x,;;- I"I I Io I"� v! N0. 2127048 4'-0" 4,200 CONCRElE BOX PER PLAN � ' . INCLUDING iHOSE INLETS WHICH REQUIRE SLAB TOPS. lower rEra s. 8o ths littta` dedcee, faser! !he `rate fato the�fnlat 3TANDARD FABRIC I3 I l� � � ' ^' " � } U N0. 2127060 5'-0' 5,250 g. � /Z" (HEIGHT VARIES) � ' > 8. THE CULVERT CENTERLINES ARE ALIGNED NATH iHE MID-POINT OF 7HE INSIDE FACE pti ORANGE 1roVEN ' +'' � � � m � N0. 2127072 6'-0" 6,300 " " 7. THE INSIDE FACE OF CURB �NLETS ARE AUGNED WIiH THE LIP OF PAN IN ALL lqfatenmce: &smms �11 aocumulated sedimeat � ��m, YONOFII.AIaNT I ; r ,�� ' � 1 2' ANCHOR BOLT T & G DETAIL ^ 'n � �n ' , „ aad deb�'ls feom v1o1W ot unit atte�' eaoh ', � � ' � I I t � � ' , � � CASES, I.E., OVERSIZED INLETS ARE SET BAq( FROM ROAD. � � / � �� ' '` � ' OF INLET. sEorm evant Atter a�ch etorm e�ent md at - �- - - -r w �^ PLAN VIEW N.T.S. reptlar m�..�.. look inW the Dm� H� A Q� � PROVIDE BACKFILL OF 3/4 ROAD BASE 8. USE BICYCLE FRIENDLY GRATES ON ALL GRAiES PER TOWN OF VAII STANDARDS. It the contalament area i� more thsn 1/S tull DIJl�IN� yTRAp AllAwy -� � � � ' ?� � ' �� UNDER dc AROUND INLET(S), (6� MIN. ot �edimsat, the unit mu�t ba amptled. To � �^-- S FOR EASY RSYOVAL OF �✓ ' , C O M P A C T E D T O 9 5 7� pROVIDE NON-SHRINK GROUT AROUND 9. A LL I N L E T B O X E S T O H A V E 1 8" S U M P. e m p t,� u a i l, 1 1 t t t h e u n i E o u t o f t h e I n l e t u s i n` CONTEN78 I I �` ' '`,��'� � , � � tLe littlns staap� end removs the srete. 1t * ALL PIPE CONNECnONS AND PRONDE P7 k �V IF RISER IS REQUIRED, THE ` a �" � ' � WATER T1GHT JOINTS usln� optloaal ofl absorbenb: replaoe absorbaai , y- " BASE IS POURED NATH A whea nev uturafioa. "TONGUE dc GROOVE' JOINT. � � s � _ ° � II I I � � n n I � II II � � � I I � � �� 3 0' % 3 0" x 4" �� " � � � 3 0" % 3 0' X 4" � � � y � , o 0 3' II KNOCK-OUT II ; I KNOCK-OUT I w = SLAB TOP FOR R 3�� O" I I I I c� O V E R S I Z E C U R B I N L E T S L I P O F P A N/E C D E O F A S P H A L T . 2'z 3' S L A B T O P O P E N�N G Z I I n�7�M R I E N T C H E q C S L�r � II TYP• ALL WALLS II I �• ALL WAILS � � EN � II ( � > (SLAB THIqCNESS VARIES, � FOR FRAME dc GRAiE a � I �{ NUMBER HEIGHT WEIGHT rY II I "' I I LL L� I � PAVE ENT � �� DRANANGS) \ ^ / ' S �� n I n I N0. 2125030 3'-0" 3�101 j � , � � � :� '. - - - - - s� � ,. �"* w ;' " 'c ; ' .y „ .. , , a, � t �: N0. 2125040 4'-0" 4.150 U ` " � , ' . ' , 5 • � A . . � 2.00' ' „ ' / CURB FLOWLJNE �; c� ; ' x �y k ��'�; <, I n n N0. 2125050 s�-o• s,zoo ✓� � SECTION AA END VIEW � . . ._ ._ ..._.. - .-.. , �. .- • r � ;�, U'�+' ; \ i, " 2. ' �"'V WAI,1„ THICKNESS VARIES � �'� '" I I N0. 2125060 B'-0" 8,250 ,�• ��y ; , � � � I � * , • INIET HEIGHT TO / �� t s �^ % w � � '� • J ?w. BE ADJUSTED TO BACK OF CURB �; ��,' x � , , • ' � � � � 38' RCP ; CCAMODA7E SLAB TOP � . . 18' RCP . « ' � �, .��"�KT , • SLAB TOP N . T. S. F � N LANDSCAPED AREA P DANDY BAQ II�ET PROTEC110N w 30" x 30 x 4 KNOCKOUT �� µ�� TYPICAL 4 WALLS N� (s� o�u�). r NoTES: � PLAN VIEW a 1 . DESIGNED FOR AASHTO HS-20 lOADING. TYPE � C � INLET � ` ' EXAMPLE OVERSIZE CURB INLET-PLAN VIEW 2. DESIGNED ACCORDING TO ASTM C857-87 Z AND AST?A C858-83. Scale: 1 ' � 2 -0 3. PROVIDE 18" SUMP ON INLETS PER TOWN � SECTION A-A � � BEAVER DAM � �+p+«+ n� � OF VAIL STANDARDS N w 4. USE 'BICYCLE FRIENDLY GRATES ON ALL INLETS USE CLOSEMESH GRATE Installation and Maintenance Guidelines p � N . T. S. • t3o Iba. 4 N0: 720ot t o N . T. S. (n Iatfall�tioa: Th� smpty Heavsr Dsms thould be placed over TLe Qate u Eha 5 0 � � �/�p�� y �pp p�ate �t�ads oa snd. IL win� optioa�l oil ab�orbenta; plaoa ebsorbeai , w p N 1'YPE C MILE'I' O 0� ��,��r� � yyr�p � pillaw oa pouoh, oa ths bo!!om (below-�rade side) o! the uait Att�oh ^ � � ' � N sbsorbeat pfilow ta Esther loop. 'l�ok the eaolorure tlap ladde to � � � � � � � �" 10' DIA. SCH. 40 PVC PIPE. PERFORATE aomplata�y eaelo�s Ehe Rate. 8oldin� ths liftfa� dadeet (do ao! re� oa w , �; , ,; ', , + , ta 4. ; °, ' WIiH 1 /4" DIA HOLES, 8 PER ROW AT 2" U.V. RESISTANT PVC OR HPDE CAP littin� dadee� to �uppot! fhe eatlro wslsht ot tha srats), placs the �nte 4#` �, ' . n � SPACING, WRAP IN MIRAFl 140N flLTER FABRIC FOR TOP OF PVC PIPE SURROUND PERIMETER NATH fato ib frame (street side firet), thea lower b�ck sd�e with dsm into plaoe. ", 4 � kV ty � : :, A z, , • � g , . Q .: �4 4 �' � � p W 6' FREE DRAINING GRAVEL The Hea�er D�m should bs parEfal�j bloolda� Ehe curb hood whea instelled < � » a '" ' ` = � � N � �i'„ . '�i �i �. . ��. ., .� ya' ,� �'l/ 7 :"'� r�? „>` : �'� 'y � ` �� Y � �i "i, ' prop�,�. a '..* +m ,." ` � M �. 'y , 0 N F �y > ��`, r `�' , r- ,� r .ir . , ; � y � " 4.' p rn ;jy ., �` ''' � � '\�Q� : \ : ��`c� 'r: �i y �. � � ; , � � � �� y� �' '� ' Y�intenenoa: Remo�a �11 �coumulated sediment ead debrL trom �urf�ce md w ° � ! / :i ' , j' 4� / � %� y x ` � ,y ,� , v ' � ' , •�t i' �'/, ; ' ' dainit,� ot uait dtsr each storm e�ent Remo�e redimeat lhat has � � .. � �\ " � , :j- "!/` � v� u •. . � DRAIN MUST HAVE "Y'- NOTCH WEIRS aooumulaEed wlt6la Ehs coat.aiament area ot the He��er Dam as needsd. N � �i � r : :;, , , � , .. >✓ � y' ; i��;- ;. c� � \� \� �/� '� �� < ' : � TO ALLOW DRAINAGE BOARD TO DRAIN It udn� optloaal oll ab�orbeab; remo�e aad replace abeorbea! plllow when �� w . e• wN p �o CONCRETE RAMP NA1H i/ i ; ;?, �� i ' �r` + ` �a' `, f y , i i.�� j i ! aear uturaEioa. ov��v �Dni Z TRUNCATED DOME DETECTABLE � , �' , ` , � � � ZURN Z-125 8" DRAIN � : � � � � , � • , � � � INTO DRAIN BOWL ,v, � � � \i �- . . � �; � .; � WARNING SURFACE PER ADA � '' � '' � ' '� 4 � � %� ��` �� e l s�. ; APPROVED EQUAL. ^� " �� T i ' �'• , � '. �/ �� TAPER CURB OVER STANDARDS ° :� j 1 /2" LAYERS OF BUILT UP EXTRUDED �q r , > 'DOM� WITH S S MESH OVER TOP 'i�`, ''�` �' .., INITIAL CHANNEL ANCHOR TRENCH g� 6' TO MATCH FLOWUNE {�� 24' SOIL MAX � � , /� pbLYS7YRENE INSULA110N y��"'\"�` � . 4�p1 � � �,�`, i*y ` '� j:y�� \ : ```` ;%�� ° BEAVEft DAI$� N7g � O RAMP CONNECTION s �c, 'fi . . i/, / / �.. .y y ' , , � � � o a � �r> "��.s y r/% , ' ' �. �\ � i '�%�j\/ �° a .'. � • �T • ,; ?v: �h \l/�� r\� :% ; ij� �` Y N N <;�cY?��( r� � ,.r��' � �� ` % � / �� ,�� i � r • �� '• r �' �' / ri\: ;- � �`i • iHIS DETAIL IS TO BE REVIEWED, MODIFlED AND 9TANDARD FAHRIC I3 AN OVERFLOW GAP v�rsE uiaat sr�at,ES Y � iu ory f� u�%�z FILTER FABRIC (OVER, • � Y y�� , ,, `'�,, ,� �, � ;, /r ,; ' C � �� . ��;� APPROVED BY THE WATERPROOFING CONSULTANT. ORANGE 110VEN o � � f7 �r r (7 b u : {, ,.� � �,r' , `�� ' '�t ' '� !� ' / � ; /i : (Q o �j' � s��}�zS ��{�ry� INSULATION UNDER SOIL) /` ', DRAINi1GE 90ARp � � � � T/ � � � MONOFILAII��N'P U U m � p � i . , / / / �1 /2 THICK) ' - > �«. � � . �; ' �/`� `: �� : '` �� , !LA w w J 0 N Q �9 N X / tv o�f5f •U . � �'.�"4/``". �%\� � \• ' �• % � �.�;;: �' %;�.:: � � C �» '' °' � S �,,;� �. ''y! ^ ,.,�i '. `'h✓? � �.. >`�1 ;.', +„�, � � �i�/ ; � � C9 O> It1 . �� fi 1: 1 X � ; ; , �,\ �\ " , * �. , '' � C MP(NG', < . ': ' ` h O � � , ; � � A / . i�i � /� , i i F'% / �^ , � LA RING ' � � / " , � � / �/� � ,a Z Z Y O W � �i �..._ - ...- ...- ..._ � ' �i � i% i '<, /!�� %�,"��y�� 5^. �y ' :i ^•r i f' � �'�'" �/ �'Y , .'�^ w '�. �. \: �e. � U' �i U Z W � , _. ._ i~/�'. '.``%\, , '' � `� a. ' ti ��5'.\`- "�f,• a '.: %'. ��' 'h. i ,;,�/*i )*�/ , / T� .� :� .;�� " ' * �' ', t . 4. . ° .R . .. n, � W �' 2 Q Q . . . . , �; � .:; ' ' .. , . „ . , e }( r 4 � ' � ' ' ...... ........ ' . . , � kx , . ' x � . Q ,�. .., ,,.... ......... . . � . � � �a M �1 14 � ��A 2 . , ( R � . 4 A € � 0 U � � .. . , : .; .b • . < ' � , r � < .<. . . , .�,� ' n � � � . +�• �^ A M 9 4 8 . . " : , ,d, ' . ,,. � .. � .� ..: ,: ', .. , f�� 'u xq y,^'� � �, t ' .e�e� Aa : �i* • .. �j 6� MIN• GARAGE SLAB , „ � � a 4' CONCRE7E ..,,,, ., � . ti , a q °�' ' a a � ' , < t CROSS PAN SLOPED TO DRAIN < k " ° , LOIf PROFlLE 111TH "' , < , . r.e f`Y � G�R �R s� • • �� ,�,�T �,E� �,� ,� � SHEET � HOT APPLIED MONOUT}11C SAWCUT PERIMETER AND CHIP OUT CONCRETE � �� P�' DFSlCN CON1roRJ4S GUTTER WIET msr�um � me orn� w�onr AND AT JO' IN7ERVALS FOR 71E MEMBRANE 1 /2" DEEP AROUND PERIMETER OF DRAIN 717 ALL 3HAPFS4 OF �n� �� COO� . rn NOiE: ALL CURB RAMPS SHALL CONFORM TO CURRENT ADA STANDARDS CONCRIsTE' C �URBS �� 2 IAYERS �F ASPHALTIC PROTECTIO SEE MECHANICAL PLANS PATCH CONCRETE AROUND NEW � N . T. S. N . T. S. BOARD (1 /8' THICK EACH) FOR PIPE SI2E AND NEW DRAIN BOWL DRAIN BOWL ASSEMBLY AND PIPING N . T. S. N . T.S. INTERMITTENT CHECK SLOT � Q ATTAC�-IED SIDEWALK RAMP DETAIL R PLAZA DRAIN IN LAND�CAPED AREAS OVER QARAGE 3LA8 S BEAVER DAM INLET PROTECTION T EROSION COHTAOL MAT 0 'a' . W IIII IIIII I II II III � WN � Zm � am � � � _.... � z �� 4 . .. J III III � �� j QIIIIIIIIIIIIII IIII z �� , N�. ...,.� N ...,... ..... � 3 ........... ...... 3 „„„„,,.,,.. �f�BP ."""µ",,,,.,. s � NW „ �„�.,� .x� �' III IIII W & W ;�., �� °- ° THE CON7FiACTOR SHALL USE EXiREME „,,,,, �N�' """"�� . . ' � ,::Y � , rty ti. - - - CAUTION WHEN WORKING AROUND THE � ��p �"""" �, • , -�° ; •:, ., ..-. - " HIGH PRESSURE GAS LINE. THE CONTRACTOR �� '"" ; •� SHALL POTHOLE AND LOCATE THE HIGH �~'""""� ' o Rep, �� ° o ,.... s °. ,�.,� �rr� -. . ,� o,,;�a t�. r9i •. PRESSURE GAS LINE PRIOR TO CONSTRUCTION. ��'""'""µ DOSTING 3 PHASE ,�» � -�~ • ' SHORING WALLS SHALL BE DESIGNED TO NOT -�~"" �� ,,. ...- �••" ""� ,,. , ; o;<c . .' r'.,�"'o ` IMPACT THE EXISIING GAS LINE. 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INST M,,, ,«� �,. _.. _ c , . ,kr , , , ,, , , , a ..... _,_ , « ' „ � „y� �... _,�,: , .� ,;,,�. �._ , .... .,.�,., . ,, '"��"lx" 'PE" �"`TM�,,,.„ .. ., ,,,. .. ., ,._ ti., ��,"., y ALL B �& � .� . • , , �,; ,� � ' *a« '�, � . , PE ,;,,,,,,, , ,._ .,,� � ;� �, , ::` . � , , �: .: . ., �,.., , , „ I F�FNn , ,., ,W , - _... ,,,.. .. „ . ., ., . ,, ' ,., ,_»,' . ,,,, , �� inwy-+• ., rv ..,;u1+ r . . , rr'iM . ''.rrrrrrrr'"",�r"M' '�., r"nrd3 .i MVUUi��, " *�P,. �• � „ ,��* h`4'�. � ,,,,,, , ,; � „�� » . .. '�; ,,, , �, , ... . �� s . , . " .'�" ' „ :�.�a.��. ..„„ a�e �,�-�.y. � - .,, ,µ ,�,,...,, .,.. _........_ . ,.,_..............__ ;, .. ,.,,. ._. .�, '� „ � w, " , � ; , ,, ,, , .,_ ,,., " ; j � � , '," , ; ,, ' , . ', � ' � . INSTALL (7) 4' PVC SIREET LIdiT� �`'",; „ '4,'^ ' wv ,. EE t:E. D0571NG ELECTRIC ' . ", 3 W ; , W�„ ,« , a, � •�. W., „„„ T. �, , „ , ,. , „ - i��pE� � ' f �, ,, N CONDUIT ELECTRI `' � GATE VALVE rr . . NG ,�,;, ' �' , � � .:. 4t( . , , .,.,�. ��. DOSTING S00 MCM CABLE (RE. CAL) �� F„ c�F + -- --- � C3rk .---- DOSTING OVERNEAD ELECTRIC ' M, ,„;«" ^', �iN� 14" ,„, +� r �, �, , � , , � , .,' b;, , , „,�� ''" INSTALL 500 MCM ) ' �`h £ OAD�W�T ., «� � ,, w,,,; �,� � .,., � a �„ +,,, � j�" pE. �"��' '� �1 FEEDER LINE � . ,;, � �� F�ER IJNE (2 4 do __._,,,. �H�' ,�,.�......,, z?t-4�' _.,,.._.,. D05TING NIOIi PRESSURE GAS ._. ...... ..... ..... ..... .._ ..... ... y._. . .. ^»�' ,, '� " ' � '' � � ',, ; °.a G �'` ;, � .r'�� / , s �j . ,. „r :.: . , m �� (2)4' AND �2�� P� (Z TO BEC R�EMO AND� Rl I/E � �� - W � �� w._.., � ' � � �-� �:: „� :..,� �N�� a � � �, WESTHA l/EN � �; � — GdAS ----�'- GA� -�'— DOSTING LOW PRESSURE GAS ..._ -�- � -��'� �, ` „ i ��"... �;', , ,, .\y . •.., ,,.. „ ,. ,,. DOSTING 8 PVC �,,� ��^, ,,,,.. �-� �,,.,,.V , �r�a .,,,..,,�,,._ � ,,,.. �,w, �� ,�.�..,,,. ., , ,,,,...: . yyyay , ' ;�; �^ .., � , M �r» �, � . � ,. f , " SEWER MAIN "`.� � , � .�. �,,,,,,..�,. ..,,,, �.� �,,,,,.,,,,_,,,,�, . �;- .�..,,._.m.. �-g� -� � „ REPLACED ._............. t: tV ��..,,�. ...... E; �,� ......,,.� . D0571NG CABLE IEL.EV190N ' � � e� '" �1J E � � Ekf �.�, Eyd ..,,� �� .,. �., - �"bl � m ,� �'` �! , ti 5��.: � . »;�, ,ri � _ ._,,,,,,� .,,�.,., ,,......� ,,. . ...,..�...�.— , . � �........ Ff� (% ...........�..... DOSTING iIIEPNONE � , „ , � ZV *, ,, . � ,., :• ,,, bt -- �'� �W �;k+ �!a m �� ' ,, wv ,,_ _____W r,- . . ,.... .,. ,, i' 1J _. _ .��. � . �, � t< < .,, . . . �,. E�i ._,°--- ES --- DOSTING SANITARY SEWER (POSSIBL� REPLACEMENT 500 MCM � � , „„ 'w�, '�``. ``� PROPOSED DOS7ING 10' ��,.'` „'�"a,:- >. �� . . FEEDER LINE p �, � �° ,,, � , �, , �... � • ROAD CUT WP WAiER _ . � ,,�,.... ��y .,,�,,,,,,,,�.,_, �� .�_.,,,,,,., DOSTING WAiER (POSSIBLE) �Z�e• �o �Z�• , � ; „ , `��;r ,,,, . ��' �`�„ � ,.. (��) ., ..... ,.... .,,,,, r'� iNSrw. �o,eo,�e � t.,�,.. �, �, ' �n "'�, '' �� f �j 4,"`� RELOCATE D05i1NG � '�' �S .. _ ... . .... ..,,,,,,..,_., r�� , � ON DpSTING 10' DIP ., .,._,,,�,„ �.a.� D05TING FlRE HYDRANT , . . � � � �r, „'„� .:, � SiREET LJGFIT , ..�.,....�,. �5 - .,,, ,,.,,4,...�..�,�,,;,. �� ,,.... . �m _... � AS' _.,.,,..-,....- 'rv `v ; �, ' `� .� ; (RE: ELECTRICAL) �' "-'- L,�� -.,.. ,�„.�., .�,....w..._, ,�G� ' , r GAS ; � � „ a� >;� � ;�� INSTALL (1) 4' PVC �� , , ,, .... .,... . , ., c � \ �---' E�,�. �"°'..�---�"'�„�..,,,,....._.,.. .._ ES �'m,', �S ,,,,,m._, l",� ' �rrr ��, . , # . � , �,. •...� / /; CABLE N CONDUIT ., .., � � „�,......�....-- ,�--..t_ �,.�, � h� �l' D0S71NG WAiER VALVE �,.,,� �T " ;t � w` , � „ ., �;:•, '' �A5 �'`."" GpS ,,,.,. �..- , � `�U49�g ` .., , . , ,.- ., / . • , . . _, ,,,, _ .. (2�' PVC ELECIRIC CONDUI �� ._... � R�" % j E�„ � � , ,,,,.. ,, ...,.., , _.,,,,,,, � .,.,. " ,..�.:==-^---�^_^'" �AS ._^-"""...," GAS ,,,.� .�.. j` ; ` e , II�TALL 70' .. /ry� �� t?p�rfi Gfl5 � � «, ;f � �/ `�„,� CONNECT (2) 4 �,5 GAS """""""'" ,��, �'� ,', fiATE VALVES ,g� ��ry C��Vj DOSTINQ WAiER ME7ER ' � �y � ��"`'� '✓ / � ELEC7�RI DbsTING ,-,,.,, .. CaAS �^""""""""' CaAS � - ' � � `R �, J,T_______ �� .al�. ^.`. x* �,, s � ^�" "»µ `l -.""` N f 41 ' w ; , 4. 4<� ,��' ,,,,,-'• �e.r ., �-• ~., ~ CONNECT TiD DOSTINC z o `� DOSTING SANITART SEWER MANHOIE INSTALL UMI+11S pH � i ,, C? �� , .,. �° Rf�.,. .,.. ' 4' GAS MAIN. ROADCUT y �, ` / 3 PNASE 7RANSFORMER ``. .. INST (7) 4' PVC , r'' d✓"� �~ f�V� &0 REWIRED. 5 b� ,...__^... AND YAULT ", PH E MAIN CONDUIT � � � , t�"v f�' ��' ,^� , , . . , .� �4% �r � , ,, � (�� oasnNC �otKic v�u�T �� '' � ;;' �� , ' , ' �'� �� ...�~°°`•.. ., c��,Qno' _._....._-_ __� __----�-,'�,_� '�~, c,;,,� � ,r� � ° °o � / � � "" �„^:" � ' ___ __�`— __ __._.-�'�`•-�-��'"" ._..- __ _ _� _ "" �1" 'x` ,,... C(,Y� DOSTING ELEC7RIC MANHOLE �' � ,� . _._.- __ __ __ -_ {��'�� , W � __._—�---_. r ' . � � , F- o W oasnNC � �� ' %` �'� �f � �� __ _ __ __ __ __ � 1�___--- _._._-� �`<�-,'' �'� < N _._._ m �� " / � ,�°"� / �/ -_______..... . . . . . __ ��' / t o � � � (�,�:..� DOSTING OVERHEAD ELECTRIC POI.E � '' / F , , ' ;- � ' / r� ' �� , _._. ,,, ; ; , � . C9P'`' -�� a , ; —„�_, ,� .- ��7 EXISTING STREET LIGHT , � � f r � � /�; O ,v, ',� �<� Z � — PE PE — PROPOSED ELEC7RIC � � j / t�NERAL NoTES: � — PES PES — PROPOSED ELECiRIC SERVICE � . rj % � — 1 �� / � 1. ALL UTILITIES ARE TO BE FlELD LOCATED BY THE CONTRACTOR AND 1FIE LOCA710NS SHALL BE PROVIDED TO iHE ENdNEEFt o — PG PG — PROPOSED LOW PRESSURE GAS � .x� t; 4, t � PRIOR TO CONSIRUCTION. x N r , � ¢ PN PN — PROPOSED CABLE TELEYISION .� � / ;� Y N � ^��.,,„,„,,,� .,,� ( 2. THE CONTRACTOR SHALL USE EXiREME CAUi10N WHEN W'ORKING ARWND 7HE HIGH PRFSSURE GAS LJNE ON THE � , � o I� � ' ' � ( J NORTHWEST SIDE OF iNE PRQECT SITE. 7HE CONIRACTOR SHALL P07HOLE AND LOCATE THE NIOH PRESSURE GAS LINE AND ^ — PH PH — PROPOSED PHONE ;� : �. U U m � �ry i ; PROVIDE LOCA11di TO THE ENqNEQt PRIOIt TO CONS7RUC110N. SHORING WALLS SHJILL BE DESIONm TO NOT IMPACT 1NE � � C� rn � � — PW Pw — PROPOSED WA1ER =f ! � f j' DOSIING GAS LJNE. SHORING DESION SHALL BE REWEWED AND APPROVED BY THE GAS COMPANY. Q � — PS PS — PROPOSED SEWER � / f % 3. LOCATION OF DOSTINO SEWER AND WA1ER SHONM ON iHIS PLAN FIAVE NOT BEEM VERIFlED. MANHOLES, WAiER VALVES, w �w p � — PC PC — PROPOSED CONDUIT � � � � AND HYDRANTS LOCATED BY THE SURVEY DO NOT CORREJJITE TO DUSTINO AS-BUILT INFORNATION. iHE CONTRACTOR SHALL � � Y z � FlElD LOCATE SEWER, WAiER AND SHALLOW U71lJTIES PPoOR TO CONS7RUCTION AND SEND THE INFORMATION TO THE ENqNEER ` N Q w m � w "� �'�4r�q �,`�� ;' ` f FOR FlNAL DESI6N. w � x o ¢ > � M,qN rpR ,� I , ,' ', o o � � o � TF PROPOSED ELECiRIC 7RANSFORMER /APV� ��r" r�� / � j' � ASPHALT �C7�10�N I ND SHALL INFRARm SEAM ALL JOIN PER�TOWN OF N 'ECUIREMENTS. TO MATCH 7HE DOSTING v> � !� '� 6a z'..1 ! f w �C,T`��r�` a,' , � Sv PROPOSED SPLJCE VAULT / � `�ar� `� ff / ''' m �, P PROPOSED PHONE PEDESTAL � � � � 1 ,, '; ` ' � '`; S�ALE: 1 � = 10' SHEET � � ,.,, , � - ` � C006 o � � � o TV PROPOSED CABLE N PmESTAL r.� � ! j �� ', � �' ` j , s o � , J , � 'a' _ _ _ _ _ _ _ _ _ WIIIIIIIIIIIIIIIIIII `_' oM � ea• aa• PLAN VIEW � - - - - - - - - - - - � sz' aa' � Z m � � � � � a`rN � � � w I �I I� I �r== _= -=�, ,, � � � g � I �I 4 I� I 4 I � � I s iiuTMTO TMe � oF rne vwve��a SR�nNC � � $� LL I II � II I 1rJ� 10 LINE OREAlER 7MM1 9'. AN IXIFNSION S7EM YALL BE III III � � • / � REIXNRED pl TXE OPfRA71NC NUT. 7HE W M � I �I O O II � � 0 � � � Rpp1U5 I o�s�ar wusT ee sea�o ro rne vµve ��n I I o��nNO NuT. W z � i� � � � 13 °D I � � I a r�ow � �IIIIIIIII I Z m� � i �i r - , i� i Road Surfaee or Exfating Ground � I I � °D ; I I I I I I I (,' °�io I I :...................... ...... ....................... s P w N O u N E � n � �� L _ _ J �� eacknu with Native Material I s I P� �� I Z °' I �L J� I Do not uae any Rocks greater than 6° ��z•�D FACTORY WYE MARE SHALL E70T / ��L�E BOX UD I w 8 L�- - - - - - - - - - J J \ / ,y ,/ \ I I OR 4S• BEND PoPE 6' 80.0W � m^�.^ � . . ,,; ' /: CRADE � � � PAD CENTERED ON VAULT VAULT CENTERED ON BASE �` ' ' � _ _ _ _ _ _ _ _ _ � ,�•' � ' % . � � `: L - - - - - - - - - - J • •�L�: � . snear �vvuc�naNS (NO c�wa» ' \ � PAD CEN7ERED ON VAULT �� S11ALL NA�E A 311 LOCA71N0 q51f ,' ,,. 6,� , I , • ; ; O REp �\ d � f a � VAULT CENTERED ON BASE INSTALLm AT 7NE QID OF STIIBOl1T. i < �.�,...., /S�, `, aa• , � s' F ' �. ; � 3 cor�+ wwe o� wuvE eoxes, �,�. J �v:�'ta 9 • 9 , � � ,.; � ; , � • j / . 9 wrt�v �o awoe iNSUUtm � ' ; i , O :'' 0. P''• c�` 6 5 � t ,'.;: � .t i. �\� � �v�i�� x�u�n�� a vROHOe suac an wxa ` V'� '�r� ; ; � - - - - - - - - - � ' ; % ,'; ' % � , gr�rtMUr� : � . \ � , , %, �, , ., � \ ;" ti�; ,: a , „ i <� - - - - - - - r , ,, � � ' � � , , 2 75 �, u �D / �i .. , s � \\ \ ` � INSTALL q.EANWT �6 �� ':uK ri , 'v \ r d ' \r / '�, �� I j� f � � i �'f f ., � � '• % ��\ , � ;, . ;, � � a � � � S� , 3 10 �- N � � u., r � t /� � 7 \ ��. 7 a � � 'r� ��ACE ro wrPOnr� 1 p '` o . »,,`N . � � J r r � L " r i t \�``v ; � i i. " , r -1 ; r 1 N . � : . � � O O � N , Pradde Clay Dama � r �` •.r , ; ,`� j � ` `* � L J J /� � ' "�r' ot 100' Intervals � � � 7 ; j ;� � � r � . � ;, exroro m eu�orw ° I 11 l � l� _ I �!�� 7 9 in � �� f•,° , i ." � ! � 4 �,` ; (�: ►�a�w� vwve eox eorra� ._. i -r _ ; 1 r -i - - 13 r � r N � , _ . � . i •. � i n 5 M .. I I y� L J L J L \ % j � � 1 J N ,�'C110NAL VIEW � _�_ J �>� - - - - - - i ,'. � ` " ' � c�re vw� . . � ' ' . ""� "°' .,, ' � (2) Conduita for �/ , •, � � ; '� ' °' ' , �- - - - - - - - - - J >, ,,:n�,: , , . �^�/''�� /'�� Looped Eleetric \ , �' �' ! t in PUCE 3M LOCAIINC DISK �o auc� iHSUUho 8 �4SGJ_LL(J1 i;r �� y' ,'*� 7 s , r � 10 � N MARION6 TAPE TO BE MPROK 1 F00T ABOVE SERNCE COPPER WIRE TO � � �� p�� Zµy�� OFtADE �/4 MCFi PER F00T 41�N.� END BUT DO NOT BURY AT FdlOW MiA7ER MNN ,�'�,., � A DEP7H OF MORE THAN 4 FEET � t. TRANSFORMER ON PAD ; -.� µ. ;-,; • �+��«+ ; : ��>rf:�w � ' r i � � 3' MIN. •i . s X.„ �Z��., j� , �' % �* % ` ;., ,\,/: . 720' � �� ' �/;, i ' / � �� -� � - � . � '/..... .' � � �. �.4 . . �"```� � 4' PVC -40 Conduit (TyplcaQ yp• � 30. , NOTES Supplied By Holy Croas 3' Min. Separation ��`` . svr�NC uNe � ........... 10. (8) KNOCKOUTS 8" X 12" PER VAULT SECTION 16' Minimum NOTES 8. GRADE RISER. � 1 . TYPICAL SWITCHGEAR OUiLNE 11 . KNOCKOUT NMEN REOUIRED FOR EXTRA SPACE. 1 . BACKFlLL SHALL BE WELL COMPAC7ED 9. CONDUIT(S) INSTALLED THROUGH KNOCKOUTS S�tlFBeLtlGg 2. BACK EDGE OF TRASFORMER OPENING. 12. FOR CONSUMERS INSTAWNG SECONDARIES, AS REGUIRED. SHALL BE GROUTED IN PLACE, SHALL BE SPACED AT LEAST 3. UF71NG HANDlES (2) PER VAULT SECTION CABLE TAILS SHALL BE 80' LONG MEASURED 2. SOIL UNDER BASE SHALL BE UNDISTURBED OR LEAST 1 " FROM ADJACENT CONDUITS, AND SHALL BE t. v,u� eox is ro eE msTUim au►re, �v�. u+o co�m� a+ Y Nur. 4. LIFTING HOLES FROM TOP OF PAD. WELL COMPACTED. CUT OFF 2' - 4' FROM iHE INSIDE OF THE VAULT FACE. 5. BACKFILL TO BE WELL COMPAC7ED. 13. BOND /2 COPPER INTO GROUND SYSiEM NATH 3. WET SAND SHALL BE COMPACiED AROUND 10. GROUND ROD B. SOIL UNDER BASE TO BE UNDISiURBED OR ROD AND NEUTRAL GRADE RISERS. WELL COMPACTED. 4. ALL PIECES (EXCEPT FOR PAD) SHALL BE JOINED APPROX. WEIGHT H.C. MAT'L � � rn 7. SECONDARY CONDUITS PER NEC. MAXIMUM DESCRIPTION APPROX. WEIGHT H.C. MA L � WITH A TAR TYPE SEALANT. V / OF 15-4" CONDUITS. LOCATIONS TO BE pAD � 3400 L8S 40500 5. SIX KNOCKOUTS 8' X 14" IN EACH PAD � 4200 LBS 40420 GENERAL NOTE Q � SPECIFIED BY H.C.E.A. Z' VAULT � VAULT SECTION. +. wirx�u►� s�r'w�n°N a�TME°� 8. CONDUIT(S) INSTALLED lHROUGH KNOCKOUTS 3000 LBS 40800 2' VAULT SECiION - 3000 LBS 40800 nws s�+ui ee te ma+ES. SHALL BE GROUTED. (MIN. OF 2 SECTIONS) 6. LIFTING HOLES IN PAD AND BASE. 9. CONDUIT ENDS TO BE SEALED (NATH BASE � 3600 LBS 40200 7. LJFiING HANDLES, (4) PER VAULT SECl10N. (MINIMUM OF 3 SECT10N5) � OR NATHOUT CABLES) BASE � 3800 LBS 40200 Q N.T.S. N.T.S. N.T.S. N.T.S. N.T.S. � � A UMI-11S THREE PHASE PAD, BASE AND VAULT B PRIMARY ELECTRIC TRENCH C UMI-35L SPLICE VAULT (FE�ER) D SEWER � CONVECTION E QATE VALVE AND BOX ASSEMBLY W APPR070MA7E qTCN UNE AT 1: 1 � .�. . . . . .., . . • . '• . . ' : `. ' . . '. . . �. � � . ' � . , ' , � , . . . ' . '. :. .. - : ' � ' � . '. .: . �� . . � . .. � . ' . . . . �: . . , ... : . �. � .; .. � DISPERSE LARGE ROCKS IN 7MIS 20NE � d9PER5E LARCE ROqCS IN TIIS ZONE PRONDED ROCNS DO NOT IN7ERFQtE N7TH . . .. . . . . . . . PFtOYqED ROqC4 DO NOT IN7ERFERE N77N BAqCFlLL COMPAC710N REWIREMEN75 � � DISTRlCT APPROVED BApQ�'1LL COMPAC710N REW�E11EN75 BWLDERS GREA7ER THAN iB INCHES TO BE REMOVED Cp�IPACTED, BEDOQIG BWLDERS fiiEA7EA iHAN 1B' TO BE RDAOVED fROM BApCFlLL AND DISPOSED OF OFF SIlE � ' . ' : . :' . : .. . . . . . . . .. BAdfFlLL AND DISPOSED OF AS APPROPPoA7E. , � . �. . . � . �. . � . . . . . .. . . . . . . . '. .: . . .� .: . . . : . .. . � �. . . �. . . �. . �. . � 0 R ONED GREATER 7XAN B INCFIES � . .. .� . . . . . , . . . . . N � � W No kaac uioxm o�mt ni�w e• � aac . .. „ . ....... ..._. ...� \ � Y �r COIIPAC710N REOUIREMEN74 Q� ,� � PLUO AND CAP � . \ 3EE SPEqFlCAT10N3 FOR � ,�,��y�' ," !C � \ UNDISTUitBED � COMPAC710N REWIREMEN73 ��S � 7RENCFi BACKFMl 7RFNq1 BACKFlLL � a � SO[L VAPoES �, ,F" SIDE VIEW 1z• \� �z• _ �� J � NO ROCK ALLOWED � GREA7ER iXAN 6 INCliES BEDDINO 20NE - - - - - - - - - - - - - - - - - - �Opf ALLONED °' :: :'• �� ^� � � ��,1• :: i•I :',,.� SEE BELOW BAGC FlLL R COMPACT OREAIER 711AN 0' '� :'." /�~ 9EE BELOW ��: TO SPEpFlCAlI0N3 ,� �� RPE SVBCRADE� STABILIZAlION ;. '.�� ': ,;:.��, � MAIERIAL IF REWIRED flPE SUBCitME� STABII.IUTION___�5��` . .. � � MAIEPoAL F REWIRED uars�aNC r� ro ee � PLACED 24' ABW�E 7ME 4' PVC H�r vnom°HUSON TRENCH ZONES CpAPAC7ED BEDDINC _ �w�ucs �w�u� TRENCH ZONES ►��cmo r� To ee � ; / \ ALLOV ENOUfH PLACm 24' ABOYE c. '. / DISTANCE TO VDtlf ON %� � µY � "+ ' l PRO7RU90N ( ) 42 /2' ELBOYIS � 1 MEW�IUGS ,,,':.� ,.) :". �: ;� :1'.�.."'.�.;` r`. "'� ', ' aff 4s• eErro > :. BELL TYPE PLUC� �:,,. ::' 1MIERE REWIRED � � ` _................. .<-,--' � ; : � ` , , ` 7FENCH BApCFlLL � ` 7RENCH BAdCFlLL � �' ' ' . �, �,.�� ., . n : I � G`'p q57PoCT � �< '.,',` � '.':�9`4. . .N r� Q�tS,�O: ;,,. ^ �;��;:..,.:!;.� q�.O �_ FL,p1Y I 1 � , ;o '� ::: . :. � ::.: ^'` ' :' :0`4'.:• ; o. . . , :r . ,•-•:,, }.;.•: . ,,:! � '� WTE VALVE APPItOVED � •. �: o .�. . . ., . r. ��•,.o., � � a � ` , . � � � � "�� U ' COMPAC7ED BEDDIN6 " � � . �_ IEWLWS COIAPAC7ED ^ I r BEDDINC � p. � MAIERIAL �• ' � �" � y � m � MA7ERIAL , p'�i � _• ; , . ., ' ' .. o'�r." ' � ' y. .` . � � ; , ♦ � � ' TOP VIEW ,a� 'o � ' �za°D1ieN0 Qo° � ., �e"6 . "`"'"'- ;` wre vnm .as aeow , . , � ` , SENER LINE� SEE (ALL BELL FlT71NO3) �•:. �` PLAN FOFi 9ZE � • . UNDISNRBED/ . , sa� ;o�b�' ''> i ;op:o ' : r .-..�, n.' , ,°o�, � ' ` '� ;?oA ' ; ; ;� �'Q .� GENERAL NOTES: UNDIS7URBED/�, � . ' ` ` ': SdL ��\� : 1 . TEES SHALL BE CONSIDERED ON AN 99 � " , � " ' � ��, Q.. ,;.: .:: �. ' :.': ..;:,.:. : : .o .;: INDIVIDUAL BASIS. ALL USES OF THIS � � � � �� 1/4 O.D., APPLICATION SHALL REQUIRE PRIOR DISTRICT O / e• M� �� wB_p:,� e• e• 1/4 WT31DE DIAMEIER APPROVAL. �� MIN. MIN. !• wiN. 2. MEGALUG RESTRAINT DEVICES SHALL BE REOUiReo oN A�� TEE nPPUCAnoNS. PIPE BEDDING ZONE PIPE BEDDING ZONE 3. THRUST BLOCKS 1MlL NOT BE ACCEP'fED AS A RESTRAINT. N.T.S. N.T.S. N.T.S. N.T.S. F TEE DETAIL C WATER PIPE BEDDINC H SEWER PIPE BEDDINQ I SEWER CLEAN OUT DETAIL (LANDSCAPE) PIPE � TUBE�� N THE USE OF P❑LYETHELENE WRAP FOR CORR ❑SIVE S❑ ILS o �°, STEP 1 T❑ BE DETERMINED BY ENGINEER 5 b` w ° � o � w � GTASTIC ��T�E� � � O � P�� FlELD INSTALLATON - POLYETHYLENE WRAP � N NNXERE SPEpFlCALLY REWIRFD FOR SqL APPUCA710N5 � � - - - - - 37EP 1 - PLACE 1UBE OF POLYE7XYLDIE MAIERIAL ON PIPE PRIOR TO LONERINO IT INTO PLACE O) !�? 57EP 2 - PULL 7HE NBE OVER 7HE LEN01N OF 7XE APE TAPE TJBE TO PoPE AT JqNT. FOLD � MAIEPoAL ARIXIND 7XE ADJACQIT SPIf:OT END AND NRAP N7lH TAPE TO HOLD TIE O � - PLAS7IC 7UBE IN PI.ACE. Z O 57EP 3 - OVERLAP FlRST fUBE N77X ADJACENT NBE AND SECURE M171i PLA571C AOIIESIVE TME. � 7XE POlYE7MriENE 7UBE MAlERIAL COVERIN6 7HE PIPE SHALL BE LOOSE. EXCESS MATERIAL SHALL BE NEA7LY DItANN UP MIXlND 1FiE PIPE BARREL, FOLDED ON TOP OF PIPE AND TAPED � STEP 2 IN PIACE. O y O � Q N Y O � H a -w'� � CJ7 O�i N W p � ��I� P0.YETNYLEtE Z � � O F TUHE U Z j p� W � 2 Q Q Z W � � � � _ _ _ _ _ _ _ _ H fn ' � � STEP 3. �E�1 RM�V�TH G�VELT�KS ET�� SHEET � C007 � o N.T.S. 0 � F POLYETHELENE WRAP 0 , a , � , ,, , ,, ,� ,� �,, , f ti ` . ; . , , ,� �. . . ., ...... i ,p - �� + ' � WI IIIIII IIII IIIIIIIIz mN � , .. , . .� ,� ,,�. .,�. � , . �a i �J .ir /l . � � , ./' ,.. / , � ,�, / ,f ,,. ` \ � .. � / a^ N . � . .,.. . :,. � , � � .. t . ' • ` ' f .r � ,+� ..� � \ � ` � Oi � \ �. .'" ,i . ' _ • � ,,. ,. , ,, �� ' g < � , ,,� ,- � _ , f . , , ,,. 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SL1BSdL STIIDY REPORT FOR BACKFlLL � y � iii. ,y �ji iii ', ' ; ; o � TE CLAY DAM 4" SDR-35 PERFORATED RECOMMENDATIONS , ��. , , ,, , : , ,� . < W �;, . �� ;.��;% e�.r' w .7 t< s ,w a ;. (SEE DETAIL) RIGID PVC SUBDRAIN CONCREfE FOUNDATION WALL � � Fr. � .��.�,� ' , � � 2 1FIIS PLAN IS FOR SUBDRAIN CONSTRUC710N ONLY, RffER TO S7RUC7URAL PLANS � R�REFER TO�� < �z �, '', ° � FOR ALL FOUNDATION INFORMATION. � r�ow - - Ftow � STRUCTURAL DETAILS = � � MIRADRAIN 9000 OR EQUIV, 3. SUBDRAIN INFORMA110N ON TNIS PLAN WAS DESIGNm FROM THE LATEST PLANS -� '- � Z � � � 4' ELEVATOR PIT , WATERPROOFlNG PER REC�VED FR01# THE SiRUC1URAL ENdNE�iS ON 07-18-2005. F�ASIONS TO � BELOW GRADE WALL FREE DRAINING GRAVEL � � _y ARCHI7ECTURAL PLANS. SIRUCTURAL PLANS AFTER i1iAT DATE NEED TO BE ADDm TO THIS PLAN. > MIRADRAIN 9000 OR EQUIVALENT. JN � O � WATERPROOFlNG OR DAMPPROOFING AND CONNECT 4" OPT10N AS PER PLAN FREE DRAINING GRAVEL iw � �+ BOTfOM OF � WRAPPED IN MIRAFl 140N 4. SUBDRAINS N� TO BE INSTALLm BEHIND ALL WALLS WHEiHER THEY ARE SHONM PROTECTION BOARD PER ARCHRECTURAL PLANS . �� 4° SDR-35 � � � � � PROVIDE POSITIVE SLIP JOINT BETWEEN ,_o � ELEV. PIT _ CONNECT 4" OPTtON AS PER PLAN IN TNIS PLAN SET OR NOT. I � - FREE DRAINING GRAVEL SLAB AND WALL PER SOILS ENGINEERS (B.O.P.) 2 �T SOLID PIPING • � o � oF� J RECOMMENDATIONS. ' PER LAN ' I 5. H.P. GEOTEqi IS TO APPROVE TNIS SUBDRAIN PLAN PRIOR TO CONSiRUC110N. ,�� c> � Z r- MIRAFl 140N OR EQUN w 2 0 �" � � „ 8. IF UTILJTY STUBS TO BUILDINGS ARE BELOW DRAINS - COVER UTIUTY SIUBS WI7H N ,* \ MIRADRAIN 9000 OR EQUN. � ° � o � PER ENVERT GAND SIOPE E 4 F1.00R SLAB �_ �Y. � U VARIES FREE DRAINING GRAVEL ,, , ' ' " . , fN P E R F O R A I'E D/S O U D P I P E C O N N E C T I O N � = N ° � � S H O W N O N P L 4 N S. , k � `< . , * , , ,, 7. COORDINAIE CONSTRUCTION OF SUBDRAINS YM1H PLUMBINO PLANS, CONTACT AEI IF 5 S� VARIES � � (RE: STRUCTURAL) g . e � " . CONFLJCTS DOST. w NTS E ...... ; , 2'-0" c a , :. • � � � ` FREE DRPJNING GR4VEL WRAPPED IN MIRAFl 140N a Z�W vx y � ' "� :'' � z '.. '^ �L ' � } �„" -' °' � . 8. IN AREAS WNERE SUBDRAIN INVQtTS ARE LOWER THAN ADJACENT BOTTOAI OF ^ � a �- � , .� , ° '"` "'. ° • � < . '�'"` FOOTING. THE PIPE AND SCREENm ROqC ARE TO EXTEND AWAY AT A 1: 1 SLOPE TO W 2'-0" , �`� 4" PERF. RIGID SCHED 40 PVC PIPE ;o�� ELEVATION OF TOP OF FOOTER � �� ' � °" A 4" PERF. RIGID PVC PIPE O m I SEE STRUCTURAL PLANS � Ct • � `, „ ' .' � „ ' ;. ; N• . , ; .Y , p0. '"« ; .fi . ; eM ^�O ck��'x a ,�; " " : '' Q . SEE STRUCTURAL PLANS FOR PER INVERT AND SLOPE • � " " ' � � ': ` - : ° � `` � �"'y ELEVATION OF BOTfOM OF FOOTER SHOWN ON PLANS. � i« Str�vd titamalbn. 9. 4 MIN. S�Im ROdC UNDER ALL SLABS IS RECOMMENDED BY SOILS ENqNE�t Q N � ' ` " ` '� � � EXTEND GRAVEL FROM THE PIPE TO WALL 70. PIPE NOTES: rn o , . , , : „ . S E E Pn� OF PIPE IM/ERT ? � ' ELEVATOR PIT SUBDRAIN „ � TYPICAL RETAININQ WALL �O+ , 1 :1 MAX SLOPE Scale: 1 " = 2'-0" � �� NN PIPING TO BE 4 SDR 35 PERFORA7ED RIq D P V C. ri 2 -0" B. INTERIOR SUBDRAIN PIPING TO BE 4 SDR 35 PERFORATED PoqD PV'C. C. ALL GRAVEL TO BE WRAPPm IN MIRAFl 140N � � Scale: 1 " - 6'-0' DISTANCE- Nuwr AE] u ��oume M dewt« pIh Qe axaed Gam .hat aa rowi m .etraY� pana D. WAiERPR00FlNG AND PROTECTION BOARD BY ARCHITECT. Z .o Bottom of tooting -INV PIPE]+ 1 ' obtai wntm approw rram AF] p�a M oonewetbn ror rerineotkn of dewtor q! dewlbns E ALL SUBDRAIN PIPING SLOPES ARE AT A MINIMUM OF 1.07i, UNLESS 2'-0" MIn. °o 'xI DEfAIL FOR DRAINAGE INFORMATIONAL PURPOSES ONLY. minimum. OTNERWISE NOTED. a �1 PERFORATED PIPE �� CLAY DAM TO FORCE REFER TO STRUCTUR4L DRAWINGS FOR STEEL EXTERIOR WALL DRAIN � � WATER INTO SOIID PIPE REINFORCEMENT AND DIMENSIONS. 71. AEI RECOMMENDS THE USE OF MIRIDRAIN 9000 FOR A WALL DRAIN SYSIEIA. � � L MIRAFI 140N :r � Approx. Seale: 1 " - 4'-0" 12 DfTEND ORAVEL FROM WALL ORAIN TO WPE SUBDRAIN o d, � >° >,' "� + ' � SOLID PIPE � Z � : �� "� T= �+�•x ,,,,, ^�';,,,,^ I2 g qravN wmPPb 1� �ROCK NU DER� �FLOOR SLAB. SEE�IN�IOR�DRA�INNDEE�TAITLO 7HE 4' OF 3/4' SCR�Im � cJ7 Y rn o e . Fxtend �ubdmin frsa drolnln � ° ° ° ° � = o , , , . � 4� „ ` / Floor Slab MIRAFl 740N) to 4' w qrawi une�r tbor �iab. 74. 'FREE DRAINING GRAVEL' ON 7HIS SHEET AND OTHFRS IS DffINm AS FOLLOWS: � � � Flow � �" MINUS 2 INCH AfXiREGAiE WITH AT LEAST SOX RETAINm ON TNE N0. 4 SIEVE AND z Y � 7� � �� . Y a a w Z �2' w.- -w �..+. w+ , - a y n " " S Nkk alab. U Z � }� `� ' ""` . . t * Vs wlth wueturol lanr LESS THAN 2S PASSING THE N0. 200 9EVE. AS PER OEOTECHNICAL REPORL � � � � I� � � <z�• :�� r `��.: ' �..�� , .. .. , 'x:� 4' minlmum of iroa v N Q W m v..,, b �, a dminln9 9�� a Interlor Drain Nota: 15. INTERIOR SUBDRAIN INVQtT TO BE 1' MINIMUM BELOW BOTTOIA OF FLOOR SLAB. 0 0 U � o a 3/4" WASHED ROCK � 4 ,�. > > t - _ _ THIS PLAN IS NOT FOR STRUCTURAL F , � 1 E � t . Dmin qrawl bockflll to W at Iwst s' deep and extsnded to the 70. D(TERIOR SUBDRAIN INVERT TO BE A MINIMUM OF 1.5' BELOW FLOOR SLAB ORADE W CLAY DAM REQUIRED AT ALL PERFORATED/SOLID PIPE INTERFACES. ;� ,ti 1 r� � � N m 4' of qravel undar the slob to help faetlkote drainoqs, INFORMATION . REFER TO STRUCTURAL � ��MENDA710N FROM HP GEOTECH. ?� SCale: 1 � 2 -0 ��; � , .. ;..� .. �.'� sss note /1 (Inlsrtor yraval) ^ � 2. InteNor tubdmin Invsrt to bs a minlmum o} 7 ' bslow bokom of .� � � � < � 17. MIRADRAIN 6000 OR 9000 ARE NOT CONSIDERm TO BE PROTECTION BOARD. y CLAY DAM DETAIL " �� ' :` r ' �'' � °° ° "°°' .'°° °"° .'°°' °` , � m,". `° °ro'". P L A N S F O R S T R U C T U R A L I N F O R M A T I O N • PROTECTION BOARD IS REQUIRm. RffER TO ARCHITECTURAL PLANS AND r ' � SHEET � � 3. Sse qenami nMe tor dMnlWn of 'frss dmininp qrwel.' SPEdFICATIONS FOR DETAILS. No Tro�ch in � -, , 3 From Fo tinge t � ' ti MIRAFI 140N C�10 o � � _8 Free Droining Gravel ��RIOR DRAIN $ 4" Perf. SCHED 40 PVC O 1 % Min. N� > O � a