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HomeMy WebLinkAboutGLEN LYON TRACT K SNOW CAT ACCESS LEGAL.PDF �- - �-- � ��- Town of Vail ° � � Building Safety and Inspection Servi ,������4,� `�'���,, ' 75 S. Frontage Rd. � Vail, CO 81657 (970) 479-2139 Plan Correction based on the 1997 Uniform Building Code Pro�ect Number: B04-0143 Date: June 22, 2004 Pro�ect Name: Glen Lyon Snowmaking Vault Address: 846 Forest Road Contractor:Vail Resorts Occupancy:S-2 Construction:II-N Engineer:Brown & Caudwell Report By: Charlie Davis NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. # SHEET IDENTIFICATION CORRECTION REQUIRED ----------------------------------------------------------------------------- ----------------------------------------------------------------------------- 1 Sheet 2 Approved numbers or addresses shall be provided in a position that is visible and legible from the street or roadway. Letters and numbers shall be a m�nimum of 3 inches in height with a minimum 0.5 inch stroke. -- Sec. 501 .2 2 Exiting The 1997 UBC Section 1003.2. 6 requires any changes �n elevation greater than 12" be accomplished using stairs in compliance to Section 1003.3.3. As submitted, the drawings employ the use of ladders to complete the exit discharge. A letter dated 6/16/04, from Vail Resorts Development Company, asks to use Section 1003.3.3. 1, specif�.cally the exception that states: "Stairs or lac�ders used only to attend equipment or window wells are exempt from the requirements of this section. " Upon further review, the Town of Vail will allow this code exception to be used. It has been determined that the intent of the building code has been met using ladders as part of the exit discharge. This decision has been based on the fact that this snowmaking vault is to be used for equipment only and sha11 not be used for any other purpose. Any occupants in this building wi11 be there only to sevice or maintain the equipment. i , � ;l Page # 2 Code review for: Pro�ect Id. : Address: EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Table 5-A NORTH For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required S2 0 hour 0 hour None Non-Comb No EAST For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required S2 0 hour 0 hour None Non-Comb No SOUTH For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required S2 0 hour 0 hour None Non-Comb No WEST For Bearing Non-Bearing Opening Construction Parapet Occupancy Wall Wall Protection Material Required S2 0 hour 0 hour None Non-Comb No None -- No fire protection requirements for openings. 3/4 hour -- Openings are to be protected with 3/4 hr fire assemblies. 50% of the area of the wall maximum. -- Table 5-A, �'ootnote 5 & Sec. 503.2 .2 Maximum single window size is 84 sq.ft. with no dimension greater than 12 feet. -- Sec. 713.8 Not Allowed -- Openings are not permitted in this wall . , - � , 1 ��l Page # 3 Code review for: , Pro�ect Id. : Address : OTHER BUILDING ELEMENTS Table 6-A ELEMENT MATERIAL RATING NOTES Interior Bearing wall N/C 0 hr Interior nonbrg wall N/C 0 hr Structural Frame N/C 0 hr Exterior Struct Frame N/C 0 hr See footnote #1 Floor/Ceiling Assembly N/C 0 hr See Footnote #11 Roof/Ceiling Assembly N/C 0 hr Stairs N/C None FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6-A, footnote 1 11) The ceiling of the basement is required to be protected with 1 hr. fire- resistive construction and doors to basements are required to be of 1 3/8 inch thick S.C. wood or a 20 minute fire assembly. -- Sec. 712 EXIT REQUIREMENTS: FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES OCC EXITS WIDTH HDWR CORRIDOR SWING ------------------------------------------------------------------------- B1 Pump Vault 4 1 2.4 No N/A N/R TOTAL 4 2 3.0 No N/A N/R 2 In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor. -- Sec. 1004 .2 .4 When 2 exits are required, exits must be arranged so that it is possible to go in either direction from any point in a corridor or hallway to a separate exit, except for dead ends not exceeding 20 feet in length. -- Sec. 1004 .2 . 6 � �, . �,, Page # 4 Code review for: Pro�ect Id. : ' Address: Exit signs are required from all areas where 2 or exits are required. -- Sec. 1003.2 .8 .2, Exception 2 No point to be more than 100 feet from an exit sign. Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. -- Sec. 1003.2 .8 .2, Exception 1 Door swing is based on Sec. 1003.3.1 .5 except as noted. Occupant load factor is based on Table 10-A. Number of exits ls based on Table 10-A except as noted. Exit width is in inches and based on Sec. 1003.2.3 and Table 10-B Exit width is to be divided approximately equally among exits. -- Sec. 1003.2 .3.2 Width shown for all areas is based on other egress components. Width shown for lst floor is based on other egress components. Width shown for other floors & basements is based on stairways. -- Table 10-B For the minimum width of doors, see Sec. 1003.3.1.3 For the minimum width of hallways, see Sec. 1004 .3.3.2 For the minimum width of corridors, see Sec. 1004.3.4 .2 For the minimum width of stairways, see Sec. 1003.3.3.2 FOOTNOTES: 2) Basements and floors above the 2nd floor are required to have 2 exits. -- Sec. 1004 .2.3.2 See Exceptions FLUSH AND SURFACE BOLTS: Manually operated edge- or surface-mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface-mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1003 .3.1 .8 LOCKS AND LATCHES: Regardless of the occupant load served, exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. -- Sec. 1003.3. 1.8 Key-locking hardware may be used on the main exit when the main exit consists of a single door or pair of doors if there is a sign stating THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. When unlocked, door (s) must swing without operation of any latching device. -- exc. �, , i 1 Page # 5 Code review for: Pro�ect Id. : � Address: LANDINGS AT DOORS: 1) A floor or landing shall be provided on each side of doors. When access for persons with disabilities is required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1003.3.1. 6 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches . -- Sec. 1003.3. 1.7 TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 200 feet. -- Sec. 1004 .2 .5.2.1 The travel distance for the ma�or occupancy may be 300 feet. -- Sec. 1004 .2.5.2.5 Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005.2 .2 STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 9-A FOOTNOTES: VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2 .1 ,� „ � � Page # 6 Code review for: Pro�ect Id. : Address: WALL AND CEILING FINISH: 1} Wall and ceiling finish materials are required to comply with Sec. 804 .1 and Table 8-B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 804 .2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 8-2 -- Sec. 805 4) Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 5 inches. -- Sec. 807 . 1. 1 5) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface. -- Sec. 807 .1.2 INSULATION NOTES: 1) All insulation material including facings are required to have a flame-spread rating of 25 or less and a maximum smoke density of 450 unless it is in a concealed space and the facing is in contact with a wall or ceiling. -- Sec. 707. 3 exc.2 2) Foam plastic insulations are required to be protected. -- Sec. 2602 ADDITIONAL REQUIREMENTS: For S2 occupancy � , i Page # 7 Code review for: Pro�ect �Id. : Address: GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.3 & 2406. 4 Locations: 1) Glazing in ingress and egress doors except �alousies . 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors . 4) Glazing in all unframed swinging doors . 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers . Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in-fill panels . 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water' s edge. 10) Glazing in walls enclosing stairway landings or within S feet of ' then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. � i ������ '��� � �'� Town of Vail ��J Building Safety and Inspection Services � 75. South Frontage Rd. Vail, Colorado 81657 (970) 479-2138 Plan analysis based on the 1997 Uniform Building Code Pro�ect Number: B04-0143 Date: June 15, 2004 Pro�ect Name: Glen Zyon Snowmaking Vault Address: 846 Forest Rd Contractor: Vail Resorts Occupancy: S2 Designer: Alpine Engineering Construction: II-N Engineer: Brown & Caldwell Report By: Charlie Davis NOTE: The code items listed in this report are not intended to•be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. SEPARATION DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property line 155.0 Feet 155.0 Feet EAST Building 40.0 Feet 20. 0 Feet SOUTH Public way 60.0 Feet 35. 0 Fe,et WEST Property line 78 .0 Feet 78 . 0 Feet Allowable area increased 100. o for open area on 4 sides. -- Sec. 505. 1 FL NAME OCC MAX FLR AREA ALLOWED RATIO STATUS ------------------------------------------------------------------- B1 Pump Vault S2 ok 1200 18000 0.70 ok TOTAL FOR FLOOR 1200 18000 0.70 ok BUILIIING TOTAL 1200 18000 0.70 ok -- Sec. 504 and Table 5-B The actual height of this building is 0 feet. The maximum height of the building is 55. feet. -- Table 5-B � , � '�r Page # 2 Code review for: , Pro�ect Id. : Address: 3 Sheet 5-105 Guardrail An approved guardrail is required for fall protection in the ladder/egress well location. Sec -- 509.1 Sec. -- 509.2 4 Mechanical A mechanical permit is required for mechanical equlpment installation prior to work occuring on said systems . Please submit cutsheets on mechanical equipment at time of permit application 5 Electrical An electrical permit is required for electrical circut installation prior to work occuring on said systems. __ " , , , - ' - - - _ � � - ° � , � >- , - ` '^ - ' _ � > - . .. � __ � , _ „ , ` � ° � � ` � � ' ' � � � , , _ . . ' ' � - ' ` „ - , f f ., ry . � ' , , " , * ` ` , � ;� • , � . _ - . � , � .� � . . r. � - . . . , _ WIIIIIIIIIIIIIIIIIZx . . 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The developer or contractor ywill contact Holy�Cross Energy before conduit and vauit � r � Y' � � � ' - + ` - �- " ' -x - ' u ' installation begins to sctiedule a pre-construction meeting with the pro ject Inspector.' 0 � �� 'M ~{ .. � t ,,.f���1' • _ � , +.i ' . ' , � i � i , � _ ' f , " ` ^ � ,e � , ` _ ` - , _ ° ' � �'i°.4�� �ue e� 4 � �n�• al��� � r 2: Changes in power facility construction from that shown on the project plans will not� , ` �_ - � . . ^ , _ , ' � , �` _ - . . - �� ` � " � � �.� ` - ��' , be�make wittiout prior approvol from the inspector. � � ' � - � k � � ' ~ � ' � • - • - � - � , _ ` ,' - � � L` _ � , . " ,,•�� ' �' " 3. Hol Cross Ener materi � 1 ` , , , , , . , _ , ' _ , , T , . � { � � . " ' � . , , " ` , �'.� ,� y, gy al `shall not be moved from the project to which it,wvs assigned . � � � , �� - �:+� Qa��y� a� W�+� �a�9�' ��'fw ; � ; `� � ° , to complete another project without prior appraval fro�n 'the inspector and the compietion of ' � � , r ` � ' - � - - � � - ,.�,�-,. _ ���f�.. � - + ` ^ , ' - �=rfi < � , necessary paperwork. Hol Cross Ener material will not be used to in � { � ,` , ' - , • - ' ` ' - � - _ � " � - ^ �-= �_- �,�.�� � � � �- , . Y 9Y stoll other utilities. � , , , , , , , , . � �� ' --�' �'` � � .� '� � `.:=�."' , �'� RO W � a � ' � ' f ' ��i�r "v iY� 1 t "��� � � +'"�.��,'. � '�^'�.�"�� �i�" y`f.'.. �r � ," � � F�+f } � 4, All roads will be built' to subgrade and all droinages will be consfructed� to grade before any , � . - 4 � ' " � . _ �� , ` � _ s. r �, - � . r ,� ��� �,�- ,f- � �y���.'�-"� �..� �,r�'""pt,.: � v y��t. ,, , , „='�K .r' �J''� Ci 1� vaults or conduits are installed. � b° r � ,. - � . �I����� , .�+ . `r .�' r', y� t. � �;r, ,=r`!:�,.!'r' � ../,,r'' -``r� � ,t8b �� � � � � � � �� -MAP , - � , . � � _ � ,�-� :�.:��,� .� � Q �--�- .�� ' � �,r � � � t 5. All',trenches� wil) be excavated d y to ensure the top of'in d power f � `�� � t � � {A � � 4 ,� eep enough stalle acilities will - d . _ , , . ' Y , � . - Y - �i P��r y,�;��.� _<`�? �+h��r{,,�p°� ��`'... ,� �4r f{-�,� LI NSH - � Q EAD Z ,����9•' .��� r; '`t�o' k�1•>� '�a � �. . be 8 below final grade. Special care must be.taken to insure .that the top of conduits will be � • O '.' f,,�A � � , - 48" below the bottam of drainage ditches and dll other low areas. , � a 4 � ' , ; • � . _ , ' � � '- '`£- ��^ �'� /���-ti ,��Q�� - � 4 ,.=`' �' ° '`°. � � � -- ' - '' 4 " ' _ , _ , . ° Q�P f F��:^".%"'�r"' Mt-'"' '"'�..s. .. �".1'C?4!-�..^'rTM ::-�Ya � � ,F � j� r�.!'t ? ��GG � f,'°.,..''^ �,"^-,�. � � r� .;� � ' � � � ' 6.� Trenches will be as straight as possible between vaults and sholl hove o smooth bottom free � � ..��� �' r" � `"' ��---� �• � �` ! � .n,``J ' F '�y i�< 9 � , _ , r � r` -',�. # �,f,' -'� ��.) � », ._,,,,e...^" fa r= F` J f�r "...:� t I' _,.'.-?'' , r'Y''.��s�' f'°h `.. �``""'� £�p � � � r---...d', � �' � of rocks. The trencti bottom will be graded so thot the conduit is continuously in contact with . J , � - vr _ .V,1 y- �� ���Y � �Y; - � r �- � ` ' the,trench bottom in the entire span prior' to coverin� A minimum of 4" of " � � � `'� /� . , � � . � . � � over an rocks lef g' soil will be placed ! � . , x � `� f�. ,`✓� , ��`�°°� {� , ��`%µ` - N'fENANCE�� i r°' a� F� , ii C1) � '*-.' . ,u: � ,�:r Y,;:.i�r���> 1,`r';., ....�. y \I � , f�,.�� ,,.. ;"- . �`i�jF., � ^ 7 �;, } �r'`;+ r , , y t on the� trench bottom prior to conduit installation. 'Any soil placed in the trench ° ry � . - �,�.�� fr,,��� r;rs..- ,�.-,,,�-,��y ;3 d_ ---�E���;�; �. �.,_ � `��qq��f y� ��� .��---� .� - � _ - , to cover rocks or smooth out low places will be compacted prior to conduit installation and the �� � , � � � a , . � � .- � _- �<<' f;�' .,•..� � # fr= � .:� . ~ , � � trench bottom regarded. ' � � � . . '"-"'`{ ,'"�`- '��"-�`� � �'.� � �,,t���`�'�` q `,_4`° �''",. � r,�;� �1.°,�'� :s f - .�� ._.��... � CONSULTANT C�NTACTS � O� + � , h , � � : � = � � � -=J� - ��,-' P�;,�..-� `�,-�;•�r Q• .^Yy;�-"f- '.r t�"di:�t�� �:t. - # ',` �',�' �r�,i � � - � :f� `'_.-�-",.�,'�;��, �,,`,r^..:' tf. .f r $ �k;k'^'�' ^'�...`'* t'`(�C;:� _ �,%° ir � '�." r�° � , , SCALE � �oo ���• �_� :%'-F �-:�-°` w�-r�- '�� �'�:� �� ,�' .��`�� � "^°"+-'�" ` � �' �` �i+ -"�r A. Ea le River Water and t'o Di i � � r , 7. Power facilities to be placed parallel to deeper� utilities will have a horizontal 'se aration from the - -o,�'' ,.*�,.:s� , �',,,i �F-`"�"� �y ��.�-�f�" .�,•�;, �:;;i` � '°� 5 F ���. `;: �Y��-{t EMPLQ�fEE } 9 Sanita i n str ct (Owner) / Ron Siebert f/ � _ p ' ��.� -�-� ,�� , �- � ���,�`',� p�►RICING ���'`�_ (970) 476-7480 � .r,- r.rV+= .•�.,,,,,,,:f, ,.r'- �q',�- � t. , ""`? �,�,..,r„'� �_ ��,� F �' ,R s : �...,. ..�'r .s',,,' .-;y^.'"rf l J r�'� -..��` *e- � ,, ._ .....-.,...*r"'"�y....�.... tr; a.� , - . deeper utility'greater than the depth of such utility below final grade less four feet. , ` ,,F;,�=;;�r ,�,„�� ,--�.r-.� - .cs,,,;;^ ' t, ,p� {_ _, =4,,� ` ��� B. Golder Associates Geotechnical1 Frank Harrison 303) 980-0540 �•+ `��+` ,"'��•r .r''M,/, � ' ` .��.` eh,�-�3� S'�..'_s ..itiµ,p,aie,..,�;.>�"� � �;y is} ,,.•�� .. � / � / � �-� +�"`y�F r!s k y�•�.....,.»,..f.r. ' �� * �.� �_,Y�r;W�.a""� �5 � _�s � � ; When crossing a deeper utility,is unavoidable, the crossing wiN be made os close to-perpendicular as possible, _ " �° "=" �°�f O �°�� _ ����- -- . ,,�_�; _,., � >� r �''° wr�: . � � � , � - . ,t` � 0,,,� �r_r �,•°� �� ,�."r' �-��„�- .�.�' � ���;�, �sr�`.'-��,.� r t +..._,��s °e�.:�:�'� `O' ,:,�.,�.�"""' '�"�. , o � � j.`� ��9',.i. I .r'°�,✓'",'•� .s�r : �' ���G..,�.,, ,�,x�:� y .v�.�- f'� ti7i,s� '\",� _y,�xr.,. ,,. - Brooks 7 � .-y'',�•V+��` C. Alpine Engineering Inc. / Gary (9 0) 926-3373 • .. r.� { .�°' �o fx'sa4:-�'�^ - - .:>� 2T.3z„�y� ! 4 i�.............� 1�", 1'i a�� 4I'.,..w..� � (:i�.�b h=•'=ri� ,. 8. Power line 'j ;�-�t ..�:f�-s�' ;�� �o,� � '�� ' r=�==� .��> ��.�,s� ,�,..,- �.�-�.�K,_�=;..�_�.: , , conduits will be installed with a minirr�um se aration of .12 fr �� �- �° , � ��--- M��- �:;��'�� '��"�'°""'°=;���� '` ='�" , p om all other new or existin _ �;-�-'"� - �� � .,�:t���-�" � � �=�-�:���:�w.�� �`�'�'"� f - _ 9 . , >;r ��``` o y�f.� c c� �--� ,� �:�.� ��_,�:.,��t� ° �y ;;��:�A�',��„.�;,������:�. ,.,-�;� D. Town of, Vail Public Works / Greg Hall (970) 479-2158 f� r � � '=-`;:�r � � fF��._� -'3j�`..:r � � i,e - .x..y_���-...x.S�..��C- r,3�-.,. f4�' r�f- .��'' �1 F,��- ��'�' �--� ,K�' ..��;:�"'`�. ,.,�' �j ��.=�..;..�-� r;��y���.;�,���;�w.� ,.�..1, ''_.�, . , , , - underground utility lines. WFierever. possible, tFiis separation will be.horizontal. The power line separation � , - , � �,.=��', i, ,. , ,s�.,., y ,��• , �, : .��_„���„6,x,,.�.� 4��-;;�:�..� � V t� ��,�,� �� p y �_�-�.�_..w��- .��:.�_����r..� E. Brown & Caldwell / David Myers (303) 239-5476 � � r ��� '� ..� •�'��_ � � � `�\Z� ..�.0 1 }�{ �S .^lei`'a� ,r,i�u"f••-_ t � from plastic gas lines will be greater than thi�s minimum wherever procticable. Power line conduit will be "��` P �-;.� � �-•-_-• x ; ��„.�,^�, - �,,w.� �. s , . � ' located deeper in the trench than the facilities of atl other � . '"� '�'s �`��`� � -•°'� ° ; ,-{ -'=�w�--�� � '"��' -�� �,� , W Z � _ utilities unless the Inspector granfs a waiver „�� � ' ,-d�` xf fx�°° ....� y "` '� , ' :.�-° :�°' r�,. ��' w� � , priar to the start of construction. ' • , - ��f�' ,� ,,�;.� ;�.�- �,.��,�f��' � f��'` , . .,,�; ;N� ��f. '=-�._x •.�� V,-�• � � - y�:��= �-: � . _ < O � i•` � -,� ,,�,. '"1M�:' ,w^"`. , i ��;�5 ''v�' ` 641 Y t 'ti ERWd�SD - � �x"'���°��r��,,y�,�s '� i _ ' , ' � � �. '';=' -�--f'" , .r 'R _ �m=">-`"'' , 'T�. S ,�;��,'"`-�. � t ..��'�{,�"''� '",.. f' ��` �- �y�;� - �� '^ �. r�,. ,��;�. - _� �� o� _ � - ;��,1-�; ....�: . -;��E ,�.� .k Y - ' - r � � ` % � F.�.� � } x....ct�'•^ �J��_ `�\54' ¢`£t ' •k �• .� �,.�f '� ''v'�� �- " ' - '" �...!' . , k � a r' l,i.''` �^�'' v . _ °�? ;� F,�`'" '�,- S f{„"-..r'dw%:.""'r H✓^�''�'��w;^�'��. �'�?•' � �3 r� r�-� .., .. `• �r�,•,..`• ,. � � � 9, Backfill p t on will be ormed�as 're uired b the vern �' r °, "�T � �� ;�' �.:-- � ���= i� _� �>- ��F-�, - and com ac i erf ' °�. �;� ,��.:.- ,�;�'- � ,aa� R0 '�, �. �� �w :�,.}� 4 �R , _,�. :�=� rG VTIL[T � P q y go mental entit or other party r U �{-r� .�:�; '��� ..- tt� , _�- - �� �� _ �- ,:��w :�-� �� � _ �f CI�NTACTS . v rf. .f'�- ._ �� �;�:x- -�:%•-�^,�,,... � •1 1 `, '�, �i x.. .�:*mn '�aF�;p��, �' 3 ^ � ^ � �1 VI " ..�.>r - .f r.. - ,�l ,i .,* `�,.. . .,. ., ..�a r"'y a n 'urisdiction , � :� ... .:� �����•� ��y�� F�� :� �.- ' �� � � 9 , , , , >''' �'�r� :T n;�,.. �y- .� � _`°,Y� ,,,t� , .��. � ���.:�„��=�-� � �,-�:�-���� -�c�` Q T J r `� ��'y,y'°,.,:d''�'f`„ * .�r«'..° ":,�.. .a�e;'-�y� L,� } ;�`•µ�"`;;'*,,,'�� S,�L...�'� � �'_ � r,.:;.�". } r... f,,,. 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Y '�^i'""'.�: •� n-`.:j:;' �x'�� c �� � w r� I� ._r' a-.4 ' ��y-,f';� , 'r"rr `�t.,"; ......w.�."°i.'..- .��: �. ��,. r}.�, 'y. %r��. _ �,.. � - :�:�^ �'.,, .,j^:. - , _ '� �%`; - ,��,. - .;'n:: ''z�." t'." - �r � � y� � / y �iI - P:. ,.act. . . ,-;�e 7 !'' .'�'+.` _�r �. F'�' - - �^'- t r�-� _ ,<:�;._ .�.,,�r•� F .:�,w� .,-4_ �;s°� n .�- ��- ----..rt.�--�- . S wm k' - � �. ��-~ o m 1 ,��� �:,� - ,� .�.�.=�.� , a VAI �:� - - :� -� v O � -r• - . . �xr���=�=����,.� r. _��=��`� Da e Tucholke 97 47 . i a^' .1�.- ,�ena _ - - ls'--E.': .f, N.��.. 'a�^�':t- ",�ti� � !�/ .� �� ,�`" - s��� �_� _�,� - . w 9 )/ 0 9 40 ,.� .�.,�� . _ � N t� ^:f: / '� 't.Y`.� _ .p�, - :�.. ..�r, s.�v":s � '�.. - _3.5 - , :��`�- �'��:,:'-"°°"" , 's` �1: w - �� _ f �a r - -4�-... k`A- � .F�4 4� - 'SC.r.a:.� Z �=�"�� . �� _ _ .,+'' ' " y=r�,. � ' l .,;,,r.. .:�>�^' �s - T , � i u--�....�--. ' 1 f ,+'� �-r. . Con i `� . � a �$�,X„r`:�J.v. ,k. u t shall be T sr .,� <����� .�„-�3 ..y,��-��.�-y:���rl n..r._ bedded with at least 12 of rock-free i ;F��`• .� �, ,.�•> �.-� - ,r. �_;+ �, � - 1 . �O� OI san d rior 4O fA"�� 'fI.JF r yc9 �H'2r'� ry p I' 'yl� -t,tlp �M"V°�> _.J .�'�.r-"A.r •`'Y'y�"M M1 backfill. Lar e rocks shall .� s�- r ��„�.� �.r�, x.� ..�. > t,� .��o,. t�.�-��M:� -- .-,�.�._�����..� .� � i P _ 9 ��� t :� ..� �,,,_,�.,. �" ; K�,.�� '�,.<�,�:� n.����z_..�,.�. .��-:�; ���=-.�; � ) <� ,,;.,:Y'` ���„ ,..� �p+ fi _ �,-r;�r .1,,. ,,,• w�_ „�.:. ' M - ..✓. :�n k � `���'r',Vr9 ;..Yr n«,r-..,,�,e`at�.. a x_, ayk-�:,_ r > _>..r`...:,i} �y�+: .1 " - - ,�;:. ' .�L-�!r .`1,�'"� ,t^.�'m.-. .;';✓:.'=W,�."'"""...--• . v c r^'� ��' s, v� � �, ��z.,+r .-'"r'....,, r':..,.�!"�f:^:;,-=;. � , not be � - � � _ _ - °..x��;° y:�..:.� �,���_�.:�.�;.w���-.•r. �..:�. v�._�.�.��.- Z ushed in directl o n Care m �° ..-° J-� � ��� ��===� =��= ��-K,�,� ,�..s. .�-�� ��_,�� : P Y P ddi ust be taken to avoid dama e .. ,r�':%'�' =��=,�. �..�F��.� - F-� �_-- ;�•;.F: �����,��.�� ,_.-�-.-;�,�,:r,�;� _ . r� to of this 12 be ��Xt� �_ �. '°' ' ,;d,,-,, � � 9• g to conduits �� �+y�' - �� �� � � � -� _ ,��� ° R�- r . _ � , , � ,s.., �.wt ~/��''• 3 � x�.� �__. - durin backfill �� .���� �fl, � �`�'' .;��r. �3��-° _:w.-r` �,�": ,��'���4����: ���f:�� ..�'� - g and compaction. , ,��' ,.�,''' �- `� �- � , � � r�'�`�-, f';.��>r = : _ r..a... , J.�' s7:ri- r r xs��,43.,,.,;�,?��- J'`. �-v�'�`�,.`,.,. � �.�„ "::iYF"" ` � � r;.s" ,.xrr ..v;s��rr"�'„�Sf�.`'" 1,'.��r�,;.�r. ,"3a'=t s'" 'y�J�t` ''�'=:��Ni„ }"'�-.u�_.}�. i° ,�`�+s.".. i " . ,. �"' ..� 3t�..- a . d�,,.�� - .q� .�;:�r� � � , , �'3P'-< <. "_S:";_': r' �Yw"u:re'�i;=v� �%°;�'"�";,U�= i ,,•• '" µ,,,,,1�,'-'�> ° 'r'.si 2 �� .w��,--.r�:.y�::�Y,' ���-,��l.;r�_ ,,.N.. °f._.� �F :.�°''� -����Y ,.� .: ,,�,, „ T . _ r..e� � Y'�.t�F"�_,+ai<'F�+!�'!. �� x_1��` 1 tw^v�'�' �.M��.... �F�.� P�`Kry-�•:s�; , .,, StriJ F. . � / m^� f��•.C�yi f.� � � j �i'r.✓ '�n��� �.L�:S9'� , , . .,+; r.,y% �m, ,�f �,w;�f �ey> _ ,r•�,�.-•p' r•`r` ,s�;r�xc'_.��,;;,.� . _ ..-�='��j'`- �. .. • . " 12. Hol Cro n r ' .��' - ,,.�-,. - ., .�_;� �.`�� ss E e must in f_"�_�� E � �=�=�-:.�y � s ect all o e � �::;�, � , �� �r�.. f` -,' - Y stall i n " �f � f �;�� ,. �� � 9Y P con i at o bef r h •''f' <:� ' _�;��-.--P��,� ���� , `,i�,. �t,r��°�"r���-I,���-��,�#���;¢ .,� � E,� ,; du t in t e conduit is bedded and agains after r�` ;:---s :�` _�= --�x .�.Y�` ��•�; ��x��-� ' RO�CT � �,^r,,, .�,Y�,� t, P A � - -��,.. ,�-- �M�. .�- '� f,:; �:,;,,.s,.�,r. ., �,. � . � _ s � e . � its bedded,� but prior to baclffill - � ��,�. ._;.�„ ��� �yw,.�� f;�a ` ,. m���:-- .:�,.,a;.• .- -�,��;��;�,_�� - . . .�,_.� . e � �:::�;�,=�f � =f � q r.- ,� �.-.� .�.;:.�;� .%'r.� ,,�, �, �.. -,�s ,�...,��e LOCATION ��• , \ r.;�:M�r �;:r rr���+••,-,;.� '�"��'-£ r� . F s;_.....,.;F,,,,.. �/�� �l E ' �+ys^ �-+..e J�' t]�Tf; ff �L`�4'� 'kw, ti�� �fi��Jd.y� J� .�T/f`d.��'%'�'_I a � -¢�''s.-�Y�� ' J ` ' � � e _ � . W. J:�.T�! ./' - { u� �„�..,.�'".�/'_�Pp .�'.y4 � J:� *J. ' , ' . " °`"`"�'' _ �Y�"�� 'r, tit Fx�/� if'�,e�',,j�.,<�;:.I�g..'„�,r...�,.-^:r .; °:^'r:��q,_,-�.,,���'r-'` �'-_,."'y" . �_ .� ._.,., .� � L C� 13. Ind vidual ` :''�''��� r"<< � >>'d'.""',.=�", � r�.� �.f",�r��f�.=., .��_ � I.IJ s� F . � ter each v I ' � ,� � �- ��{�. , ;` �f.�°tsf, °r , ,�..,_ �.���r� i conduits shall en au t at a_ consiste t I �_ `-.�a `�����; , =r ���`,��`",� �f f" :� ��'�'•'� r�'� `1� �" , � . , n ocation. T s to be no crossing of , �, _�- ��:�:��,. �-�, , F.r, x,- ;°� ;� ;:�°t.: .-�i ���.t� tr k_ r �����" . � �' the tr n here i � �;� ,-.. , rr::,�:;�y� - � - . conduits in ° , . � . � �.� �°�� p�:�: r ,,/' „ �.• :,;�.��� ° � _ E , e cht . , , . . , + f p`�' r�"'' - f� ,tsr �1 i'`J'i�` �'�- ��'��r.^'"f'ryJ i,1F r�,." ] � - �� I i�i,i�.�,n � << r �':'.+',s';. ,�,,.<''/,,, -�,x.:,`;�� �,,,�' '�f ,.-. �'`nY ,°'}ff{.rF'�° ,� y+'.�{'�i7'.. ,�fr�^"•�r�� ,/'�� .%%`"r: ��.�'� ��� '�a 4 ' = 14. Bath,ends of the conduit run shall d at ,the time 'of i ' � '��� �e�`'.r .i=,;..,y��°� f' f�� ,r`'' `��j ,�j� ����:�`{?� � �� ' O. � , , _ be securely plugge ns#allation with�'Holy Cross , �. .$ ,� ;��y�°�¢ ���:�f�'r' 'J�,� � ,��fr:�`�°'�r Yyz�~ , . W � 7, .r``. °� �`r...,»�:.y � �.,/�r P 1�' rfr` l",F,".,, �" r � ""°�i 9Y PP �. rf .�•�� rrt�1*�;'et' y' „. , , ,, s � - Ener su lied material. Conduit ending outside a vaUlt shall be marked with o� 4"x4" post or other ` �,t / �r �. f,�� Jf n��E.;; � ,� t . ` =1; '� ' � ' ` M � . , . � ; �� , � d .. � , � ; , ° , aPProved, method. r ' . ' . . , -, � � �= ,� ;,- � =• ,��+`�'t'.�A . =��s.• ' fp t, t�lr,�. =�,�j;''= ' , ," ' _ ` , � � �,r 1 }� �`�' � .i' 1 �� � 3 3�tl�'Si�'�3 �'�E;1 S� �t S F��}Fr�f f i.�.;. f f'�i� � ' , ' � tr _ ��+ 7 r'l.,, �•'%'r� �•;a �; . - � � - 15. Red trench marking. tape ,will be supplied by" Holy� Cross �nergy and shall "be� installed 18"- to 24" . Y � � ° - ° , �• - � , r - ,. above the conduit during� backfll. ' � � � - � _ , . . � `� ° � - � � ' . ' , , , � � ' � � _ � � � ' 16. At completion of the jot�,��the inspector will do-a final ins ection. ''If the � � � ` v . - " � - � �f ", . ` � ` � = � � { p job does not meet with ' � r � �: r � � , Holy Cross Energy s specifications or the tipproval of inspector, service will n+ot ,be prov�d'ed untii ' ' ' ' ` � � ` ` � ' � ° � � _ - ' - � ; ` r- , , �r s '.� ' specifications are met. < � - , � `, , � , � � _ ` � , _ � , � � . , ' . , ` , � . , . � ' , . c , , } , ' - ' . , ' ` { . " , , , ' - , . , , � , .. , t : - � , ` � E � B. VAULTS � ` � - � , _ � , , . � � � � , � , � ' ' . ° ` _ . . , _, � , - _` ` � = m ` � ¢ � ' ; �k 1. Vau{ts shall be installed as follows• ' `' � � � _� � , ' � a � � a .' _ � ` � , � � +- � _ � „ , � -� � , r � , _ . � GENEl7AL NOTES SHALLOW UTILITY NOTES Z � � � �- � n � • _ � � A. Splice vaults shall be installed with the tap of the lid sligf�fly above final grade of the surrounding area. � - � � � ' � z � .. , . � , t� ` ` � � " ' � ' " { 1: The Contractor shall conform to all Town of Vaii rules, re ulations ond sti ulntions white � � � c " ' � ' - ' � 9 P � , , , 1. Alt 90' Bends in conduit shall have a minimum�of a 3� radius. All 90'bends in Fiber 0 tic U �� � , . B. Splice vault5 located in roads or other sloped areas will be-.installed so thot the concrete, base and ' , accessing through�or worktng tn the Town. � � � - p • - conduit shall have a minimum of a 8� radius. _ ,, � ; - ;. � ' ," ' ` _ tid are Qt the�slope of tFie surrounding ared.� Vaults placed in roads-will not be located in areas normally � � ` � ' � � t � , � � , = , traversed by vehicle wheels.� The inspector fT1uSt approve CIII vaultS installed at c7 SIO e. � 2•� Alpine Engineering Inc.. Town of Vail Engineering and�the Owner's representative are to be Z, AII trenches shall be beck filled and compacted to 95Z standard proctor soil free of topsoll. ��� � �` Z � - P notified by the Contractor at least 48 hours prior� to any construction, ' or�ganic mqterial, frozen material and all non-structural unsuitable materlaL O � ; o � . � C. Transformer vaults<.and�switchgear vaults will be installed with the� bottom of _the lid at final grade. � 3. Alpine Engineering, inc., assumes no responsibility for ut�rty iocot�ons_ � it is the � � o �" � ' sThe` Ild will be fevel. ° , � � ` 3. When four (4) or more conduits ore re quir e d in th e s o m e t r e n c h. C o n t ro c t o r t o p r o v i d e Z � � ` � , � ' ' , ' � , ; � � ' - , C o n t r a c t o r's r e s p o n s i b i l l t y t o f i e l d v e r i f y t h e l o c a t i o n o f a l l u f i l i t i e s p r i o r, t o commencemen t o f minimum 6" separation between CA7V Tele hone o n y c o n s t r u c t i o n. � - / p c o n d u i t s a n d E l e c t r i c c o n d u i t s. R e f e r t o - , ' ,� ° , ` D. Where transformer and switchgear vpults are set into hillsides,ar sloped cuts. � ' � , ' --. _ .� - ' ` ' ' _ - " ` detail sheet. , � - Z o j the downhill side of � Q _ , W ' ' the� VaUlt will be graded ac eo rdi ng t o� C a b o v e.� T he S lOpe be hin d t he VaU l t Wi l l be laid back suffieiently - � 4• . T he�Con troc tor s ho l l take all appropriote precautions to significvntly reduce any poter�tia� ` , 4. Select flll denotes native materivl with no rocks lor er than 2' in dlameter and e roved b Z p0�►ution caused by'hls cctivities, Including v�ehicle fuefing, storoge of fertlltzers or chemtcals, ete: 9 PP Y �j W , � . to pfohibit soil or rO�ks' -from sloughing �irttp the vauit. If the slope cannot be laid baCk far, enou h, a the En ineer. If no select fill exists on site Controctor to use 3 4 road base, j � p 9 . The Contractor shatl have identified�procedures for handling potentiol pollutants and have 9 / ~ w Q v - ° , retaining wall� shall ,be construeted behind Fthe vault at the�direction, of the Inspeetor. � identl�ed spill prev�ention and response p�ocedures prior to any bctivities � � � Q � `' - `� ° ��' ' � �' ` " '5. Ptovide 2' of select back fill obove condutts and Iay warning tape as required by the� Utility � , ,J �, ' ", � �� s� . E. 1�ault' lids will be -plaCed'on the vaults at the�time of installation Unless otherwise requested by ` , 5. The Contracto� shall minimize oll off site soit� trocking. ai soil trecked off site shau be 'F Compantes. - �, o° Oo � � ° HOIy' Cross Energy. . . _, ' , - - , � � � immediately c�eaned up to the satisfaction of CDOT. the Owner and the Town of Vail. � � � ° - � , ,> ' ' 6. Provide 10� clear area for electric transformer doors and 5' back end sides. � N ` � � ` O - � , , F,' Large� vault pieces shall be jointed with a tar type sealant� provided b y Hol y Cross Ener g y . = s. Atl exca qting for roadway. retaining w�us and�droinoge facilities and ott,er trenches shan � � _ " � ` � With� the meet OSHA re uirements. , , • -7. I t i s t h e C o n t r a c t o r s �e s p o n s i b i l i t y t o c o o'r d i n a t e c o n s t r u c t i o n w i t h a l l S h a l l o w U t i f i t y Q� � N n ,U * , ;� - ' e x cep tion o f t he vaU lt 11d� 'at the directian of the Inspector.� _ ' ' ' = `, �_ - � - , ' , - _Companies and to have all work done by the Contrector approved o�d occepted by each ' _ ` � 7. °The Owner's representative will designate staging areas. _ �espective Shollow Utility Compony. o � O ' � �, =. �`. �`, - 2. Holes knocked in vaults for canduit installation shall be as~sma�l� as possible� and shall be routed � � The Controctor snan tnston cn conduits, vaults. pull boxes and pull strings, The gas , w , 9 _ 8. The Contrdcto� shall conform to all conditlons ln the CDOT Access Petmit. Construction pods. ' � or foamed;closed On the outslde Of ihe VOUIt rior t0 bc]Ckfill. Iines, trortsformers, switch eors artd oll other to be instotled by the respective Utility Company. SHEET INDEX o � . � ` , � ` , ` p ` " � ' Dewatering Permit. ond Storm Water Discharge Permit. ° ' , g � � Z � Z J ` ' � , 9. �V �The Contractor shall keep a"set of controct drowings merked up to fully indicate osbuilt '- g- me Controctor shall install coAdui#s for the electric�line as shown on the plons. Also conduits ;� Y � � � 3., Conduit shall enter vaults perpendicular �to�the vault wall at least 2" from any ad jacent walls and � ' " ' � conditions. The drawings shall be provided to Alpine Engineering. Inc. upon completion of,this � for phone and, conduits for cable�TV.�as shown on the plans. _ COVER SHEET SHEET 1 F ; "" .� � ` � , at leas�-2 " above the vault base. There shall be a minimum�separation of 1" between ,conduits. � � '.` wor�. ° , . � , . , a _ � , , , o. , � � , See vault� drawings. , . ' , r , ' " ,- , ' _ : . . - 10. A�l work shal� comp�y to the'individual Shollow Utility Companies rules and regulations. ACCESS DRIVE AND BRIDGE GRADING PLAN (W/ PROFILE) SHEET 2 `i' � � � „ -� ,- � _ , � _- ' - . � . , - . , o , - 10. , Safety is the responsibility of the Contractor. The Englneer ls not responsible tor safety in, Y Q ' on 'or about Pro ct Site, nor for com lionce b the�a r riote� art with an re ulations „ 11• The Co�tractor shall v�erify tocotjon and �elswtion of alt existin utllities. cUlv�rts. and a N p � y pp °P P y y 9 ' 9 D�TAIL BRIDGE/PUMP VAULT GRADING PLAN SHEET 3 Y ' � ` v� � ' � Y � 4. Conduit will extend 4" into the vault Cmeasured from the inside� wall of the vault) after tiackfilling = relating`thereto,k � r - underdroins prior to constructton. � � � ` , .�� . � _ � is comp(ete. . � , � . - Y ; . � , . , . , - � � � , , ,.� , � ° , . , . , _ , � � ` . �- � �- ' , � , ' � . > > ' � 11. Observations�of the work�in progress and on-site,visits' are not to be construed,os�a: ' 12• The Controctor shall repair and / or replace existing underdrains disturbed by constn.�ction � WALL PROFILE8 AND ELEVATIONS SHEET 4 V V m � � guarontee ar�wcrronty by the Engineer of the Contractor s controctuol obligations. �� - ' ta,the satisfaction of the Engineer. � � � � 0 ' . � � - t�$ 5. Ground rods in vaults for underground cable�installation shall.be laid in -the trench with the conduits. - �> > GRADING & DRAIN , � ' > � . , The. end of, the rod shall' extend appraximately' 6" into the `vault throu h the conduif knockout. The rod t2. �t cn " ` ° '� �` � � � � AGE DETAILS SHEET 5 - o 0 y groundwater is encountered the Contractor sholl contect Alp3ne Engi�eering. lnc.� and" � W W � g , . _ z z � �; _� - - � will`'�have a 45' bend tacated£approximately 3" from the vault end,_ wifh the bend going away� from the � _, . tne projeCt geote�hnical et�gineer immediately. � _ _ � - , ' > > � � Y EROSION & SEDIMENT CONTROL PLAN 3HEE 6 ' � � c� Z w � , , con uits. he bent end of the rod must be far enough from� the� vault walf to allow crimping the grounding , _ t3. The controctor shall ploce, construct ond install aH signage and roadway striping in �� � ����� W � = o Q � • � conductor onto the rod���The rod must be at' leost 2" from the conAduit at i#s entrance into the vault. , , - conformonce with fhe USDOT Monuol on Uniform Troffic Contro� Devices. COOT specificptions and � • ' EROSION CONTROL d� DRAINAGE DETAILS ' � :o o v � o `' '= See�` vault drawin s: SHEET 7 � -� v1 � , 9 a _ ` � _ ` " ' . the Town`of Vail Roadway Design Speciflcqtions. � " , r � �� r } � , � ` � � UTILITY PLAN � QHEET 8 ��, ' 6. After the vault has been set 14. The Cantroctor�.shvll maintain trafflc c�t�alI fimes ta the satisfaction of CDOT. the�Owner� � � , �� . ,' � pipes extended in and, grouted ,or foamed� and the ,ground rod is in place. , , , and tne Town nf Yoil. 7r,e Controctor shall minimize troffic disruptions and provide,adequote � � , � , vaults shall be swept out removing all dirY or `rocks. Cleanup shali be completed to the satisfaction of the � , safety precautions and signage to ensure public safety. � > , UTIUTY PROFILES SHEET � - _ , . , f_ , inspector prior to cable installation being ,scheduled. - , , . s . , - , � �`' �` " , ' � ` _ � � � , - ' � , " � 15. ``The Controctor shall protect and preserve all trees. bushes. shrubs, and ground qover in a � � UTILITY DETAILS SHEET 1 SH EET � ` ^ �, . " 7. Vault openings shall be�securely covered with"�weighted boards or like material to prot�ct the public ana wildlife. - ma�^er acceptoble to The Owner. � � , �. � , � , , ' , , , _ � � � ' 16. The Contractor shalt ottend a mandatory pre-construction meeting with the Owner and �_ � - y ` � - � • GOLD PEAK STOCKPILE AREAS SHEET 11 1 1 ' o � ` ° • 8. Pedestals for othe� utilities shall not be located closer� than 10' to a vault on sides where transformers ' Alpine Engineering. Inc.. prior to�tne stort ot constructton. _ , � - - . , V , ' � . O , Ot' switchgear WIII h(]v6 access doors. Pedestals shall not be loca�ed CIOSer than 5' t0 (] vOUlt On SId2S where ' 1?. The Contractor shcll mai�tain existing dralnag'e channels. culverts, ond appurtenonces during E • � ` ; the pad-mounted equipment will not have access doors. � � ° � construction as necessary to protect roods and prop�rty. � � ' � °- , ' �. ` _ -/ , , - ; , - , _ , , • ' ` � , - � w, ' , _ ' '�. � � � � �f � � � - �NOWCAT DRIVEVI�AY CENTERLIN� ; PROFILE � � � £ � � - , < < � � � . : _ � � - r�.--,� -�.��. , ��� � .� � _ , E , . _ F . - ' � ' � , i '� ,.i ,..s-�.w. �s,,,, -"'' ' ..,,..r°"'.""„w...�... ,,��.w,.r �x ...,r �r f'�'w ��.-r��7� �,;sr�.r• t, „`c �NG�,,.� � i �;. .�-� '_°d" .� .�,a-' es�fv A � E , s . 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PROPOSED CENTERUNE , , , ! � . , � Y��7�C�'C/n PI.�V�� � ..- i�SHALL COMMENCE WITHIN � ''� r�` -�..." ��=,� -�,�''� G �`,°�','�,�;`�`'���� °���. -• •=� �' -- `` � y , � ,� �°�" � �• . � � _ �__�_�__y_�___ _ __ _ __ _______ � �. . _ , __ � �� . � � ��... � �. .��.h .���.. .¢a_ ��w �.. :�-� � �_�..w� . � a � � , , , , , , , , ..w.. � . , -, - �- ---�---�----� -- -- -_ ____.� � _�.. --____.._ __�_ . ' :�. . . .. "w^"' THE R.4.W. PRIOR T N ,�� -'-�'. '--.,.� �.:,, �. .�.� ,�,, `�,.�� �'�; ::��.t: $� . '^:� ,,,. ,. ,�,�,,� A r �" °-- -2.0 ; _ z , �'_' -�--- -FINISH-GR�1DE__- o___._ _-t__._..___ F M..�...._._._ `-� � ,S� ,� � .�°s�, �_�r _ � -��.. o�z'��'`,f ,��. �'"' �*� �,,;r, � -�x:: ,,�. �,,,��. (y ^ .ac � f;y � i �Cr• °�,f `� ����� . III III t ' ' . �� > i �� ' ' ^} MS` . . ,__...,�_.`. ._x .�,,,,-....�1�� �� ,.��� _ v�v � -'" ,���r'�i< <'�" r�4'.�e'�ti ''"s�k``�'fi= �i=-1 � ��'`�"" y�� �,,, , s ` ` � - . i � M co , r � � ►+� � . - i � ,„� � : .. TO P ; � ' ... �'°` �,,;�'.� �,: > ' �' i ° ` � .,,. , , - i .�r� /��� ..,-- , x��°" ,,�. � ,� � K�r° " �s�� �' , , , � ROCEED ISSj1�@��f CDOT u. f^,,,...��'�'t: e,�,�, �__ �4-�' * ;���`°'^� ,��,'.�,,;��` k�,;,,t �,..�.�. .�; -' '""��,.°� �i, ;. , W �.i ��. � � � • _ a ,..y f _ ' r � 1� { O h y .'�:.. � . � - „}�.3'� n'�''` j�' �; f 'E�f'c�Wq_�4�� '"��+�'}{�}+X`:'.-�5'�w'Xp .,_,,.+�y' Y��i�" ,�` `� ���` � - , { . 4 � � LOW POINT ELEV� = 8096.24 - .-" o, ' , ' . •� • ��1. W"�" A/'1Y- , A ,F,� `,�--~ <. �,�, r �---r ,,, �����,x� f:, �` �� � ,.� ���'� � 4 � I I I I W Df ""3 . .�..,': � . `� �+' 's I <��. �' ,' .�.�� d ,,�T K„' �4,iK�` �f"�'`y,,^R. ''°" �����q�a� x � � I I II (III y , ' ` , ` . , , � • , I + O ♦ _ ' . . _ 1 _ "i• , � e(y' ,,f''�;��;,�: ;,,, . ,�4' +a {,u,'-.. ,�rl`'�:,.Y�„>;r �I .a,_„�,�*^ �;�� � * . 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LANDSCAPING � ; t _ , � •� _,;°' =`,.,;- . ,,,,,,.,,,� _ .- _ �,-�-- . ,,,,.�.-�� � ,,. ,„.� A,�, � � .."t`� � { '� �„i° r° �_ , ��y` . . ' Q - PVI LEV =i`8107.78 `" , • , - � , , - __ �+ � W ,,,...-e _�� r�-'-'� �, �{_ ��,..-. u�' �,�5 _ -t� F� : � �, '� .r� �,� ,.�,�,� a ,;�;�. N ,,.,° �,•� ; _ �r� � V ` � � V r � 5 " : 4 h°{✓s1'�1 � .- w ,.. � � g;3' ���`tTS � � ; _ , , ^ , , . .D.. 7.90' ` ExIS�1NG GROUNy � " ` �'� - , - ' . 1 W � ., �,,,.,.--� - , ;.,..,...i.�-. ,� R,:.-� OA ,,,,. '�� t;,:� �,; R20.0� "�. ' � „�.,r••..�"' '"'' DIS7URBANCE �� +'�; ' �� � � "' � , , , , K � _ � . , . , °� , � � . _ . - ' (n , �,,..... � �" ' �S� E °"'" � ►���r _ � � �� � .�:; „° �,� ,,,. , � � ( ) , ' _ �; r , . 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SHEE7 5, �� o �A.x�`� ; � , , , � , , , � - ' .`...,_,,-� �.�,.1 �„ � / COORDINATE W/ HOLY CROSS ENERGY �€ '"<_ . < „�-,f - h� p ,�,�,' . r . �,` ��� �� . - - _ � _ , , , , ,,, , � - -__ _ __ ----- - � r.�.�f;�'"^�.�"f�.;�° r �.� O ,��,,r.,.,,_ �..,.,�.�, ,.....�,.�.�_�.�.�k� %� �� y _ , . � . � (� / - � 4; � ry.,r�., �A i'• " � p „�� -��� ; � .��rclf�r i�%�� ` F` 1 >Ar!^ n�4 .�� � S� ' �- ' /� ' ��';��;;'F,� '�� , ,' ; ~REVEGETA7E•-[�1STURBED ,4REAS ':�'"°°`"sµ _, _ . �� . � s � / ., _ SEE ROAD CENTERLINE �s, ,,�_,�� •- � �,,- � 1 � �� '� ; � � - � �� , � . � i . , , � _ , � , - � � _ 'PROFILE ACCESS DRIVE � � �,.. � - `'r�'p�"�' a� E��°�CANDSCAPE PLA�I,s �y� ���� Z � s , � , , � , � . - , _ _ � , . - ° �,..�'`f''';',�-` ��:,��; � 1°' , _• �-��..,._rw�--.__� PROPOSED INLET dc PIPING � ` ' . c; � _ �,i°�°. �u�i � _ �,"�o � - +�� , r�c � % / ' `•��` '.��_;�'�`;:'-`"���s"e��" � �,,���� � � , , ��,�..�..� , -- _.�w��� �PLAN SEE SHEET 3) �,�� ,� � � o , o i. ,,� , od , cc , , ty . �,., ,�r�Fr' t 1 ,,.- .�' ":�� DETAILS � , ^ °p o� _ $� � - �o , �o ° y - o� , _ �£� ;s'�,�~:-�-•�`;: , f ` ? , , � 4 � _ " �� , _ - ; � ` oo - 1 0 0 0 � ,A, f_� . p Y , � _�v SEE SHEET 5 a,:� � '��=-w r:�;,. , � � ° ���- � _ .,,�-"`� , K,� 0 �; zN'� � ' „ , ' '- . - • � _ F ' . OO - , � _ � �:•ry-,` ,,.r" -'�.� � �, ' ?l , , ``F� �'µ��''��"��«z�� � z � � 4"�n� - . , 00 ' _ `� ,,r:, r, 1 GRf►�IEL S�OULDER� , :��' ��� � ; - , , � � - , - �t �if��.�i:�Y-' ��,;>.z�;t,, ��,:� _ _ �hF' FUTl1RE ��'FHAl.T 5"� .���� Q E ' � ` � o+oo , - , � � . . t � " � �' _ ° ` `� r � .. - ��. - _ - �� f ' . ' . , ' 2-FQ� ^ y � �f °�;�%'°r ":r'r��,�" ,¢f �„ ,, J � � - 1+OQ ¢ '�;�tf'!���''�`�" `� 'a ° P�RKIIVG`T` � CONTRACTOR SHALL VERIFY THE LIMITS OF U .4�� ��' E _ ` , ` � � t , . ' ' � .. . . . _ , „ �� - rlM..4,t. . P,r='�;4�f f'' � � . � , . . . _ . ; , , - , , i ` , . �y; V ,.?r:i�<"�=3' ,�' .,.,�,� � }Ef�GE OF A$PHALT ��;(36 SP�cES) , ���; E REMO AL SUM TLT TH D ASPHALT/CONCRETE E r S. E LIMITS OF EXISTING � � I ' � ,�`�.�r�'�'= � 1 (S�E DETAII N SNEET*5), ° r ` 1 ' y � � ' � � � ` . �7N O C � ` , ' + � �� t ��.• j� , ..� " •. _ ,� ASPHALT ARE UNCLEAR DUE TO DEMOLI110N , K W AT BRIDGE C�NTERLINE P OFfLE . . �� .�� �q�� � r. . ��y ��.., ;� 'f' e�,,�,,5 ,��#.t►�°;,;F�'y'r ;� ,� `• :.�•"' ��� mF THE EXISTING BUILDING AND SNOW COVER. �, � , . i , . r - , - �. , � '-� r � � " �,�,,.�.v � ° � � � _ - ' � � . , . � � j � ( a w,r ' x ��`'��; '. 1. ; n.;.� =,�' , � ..�_..�� U a W t � � � " � , � , - ' O�2 �r� ,`r dw ��y � Yr P £l - �y ' � j � f ` � , ' , '' r , � `� W '� ,.t - �'c, �,- ,� � ,,.., � {,. ..�i;: _ � , } � j 1 GRAYEL SHOULDER ��� � �'��.�:s�, � ;=��9���',{; ��� � "k PROPOSEU �;�r`20 �. p CONTRACTOR SHALL,GR%1pE� � `� ';.� �•�;. ,.� `f'� ��r":.,. 9590 ' �` S ' SNQWMAKING..-�Pt�Ji�P VAULT li� . . , . . , � � ` ° ' _.__.�_____ � �__...._._.�._._._ � __..�__._ _,._.,,._.� , ' ' :n�� �� =3 �`�`";<y`< J� �t� t / fAVING LIMIT STRUCTUR "� : _ , _ � ..^�.._--___ ____ .- __-_ _.:��_ �� �-�'"�� �r��,;F-,..,� `� �,r ;` B�4qC FROM '�E- ,e,�) �As.�', �'��� ��;� �� ` "',.�;, �`� T�"PROVI� f•�► C �R�.,_" > �'`',:�. �,�;���- /�/1���+ T i ac .. . • ' � _ �. ^ � L i _ �,x��� ',��' � .�, r 'a�„�a,;a'„:'� }� } ME VVG.7J 1� �fr� F -4 ��A ,r,�.^•�"`eq,� � l � -s� � - �� y�'�, } fa�=�,r ,:3 �'rr'" t ( �' r •�"�ag,,.! r.n.�'a� . , , _ - , . 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RE �_�+-- ,.,�., CONSI'RUCT WING WIILLS 1M7H 51T , -�,-�; � - - - _ �-- _ - _ _ ; , _ EDGE OF BANK (RE: S'iRUC7UR/1L/M�IECHANIC/� ;` 80.0W PROPOSED W1FAL"L. - � - , „ , , TOW - TOP OF WALL , , -}-TOW � ' ' - - - _?r,�: _ , • - � , _ . > , _ - _ -_ {;�:'�+;;�,,r`r�=,'`\ _ _ - , 3-4 OIAMETER HOUl.D�RS . , .BOW BOTTOM OF W,4LL 89 5', . �� � r - _ - - ?5=-- - -- - I � _ . , � , , , , INV. OUT� /� !^ . , , �� .� . � - - _ =�z,•,_" - - _-- , � � . , ,. s �SEE DET/11L C. SHEET,'4 8077A ��.�,„ � � , � _ _ SEE DETAIL OFI. ON '`° v, Z V � , _ = .�"`��� ' •�'"'� ``'.' - = -- j . ,.,e,_..-....-�--�--�-• -~' �"�"°""���� PROPOSED 10`x 6'x 11' DEEP INSI �� • /pR LE SHEET 7 .,,,o � ° `� ` < �,-; ;t. ( DE DIMENSIONS) . 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A � �°�.-�.. _ � EXIS7�NG CON��r _ ° r�'� � G . � - .�.,� - -Y ,`.. ,��.-<, „. _ �� � /� � /�p .�-�:,.� _ �. � �`� . d- ` � ' Y"°EP--, _ ,� 'na, 'vr.�"'r"'^� ~s ' �i� � ,r' 1 `���"r..K�.�ar„'""'...��?Y '/ T y%„•.s-..��-"'"�w"�'.+-�'.,,r•'°'; .. s°"� 8V F7� RVf" 0 4�� »�-�'� ,�-�'"-'t�"�?[ �,y,y�.;.�a�,�1.3r::.x-w: „-r • ., a,,a �"•�_ � asF°, r �*"f=' _-n.. � _ , � " .,. - w { � _ T �� , � ' , .," _�.� � �REfAINING WAIx. „<a `°�-_ o F , � �" � � r,'nR`:'=;,yy;,i�.+ � �...r°`" ���fl�.. �,,.s"'" � �T�. ,�.."...^.�.^. € r. r 7 .'.^''" _4_Y3,.-�,,s�`=,_g�i �a�m` ^ . „�- .�y�;�.d -�- `°�'� .�,- T yy �' . �,� �,; ::";,,..:�� .,�� - � .� 0 104.9. ,M,� ����.�s>. _ �:. �„ ° ' ..�-. �, ��:�;�f�� � ` ,�;,�� �- , , �' °" f� - ��'�`" �,� M1�. , ��. �'*y--- e �a,� ,.�.���x.,r:�. „ �.�' ,� s ` • .. � � .��°` ' "`�' u P�JMP STATION D MOLITION�NOTES Y � ` � . , y-✓" . , �_� ,-.,,-`� ,. 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CONTRACTOR SHALL DEMOUSH, REMOVE, � d' ' � - AND DISPOSE OF THE z ' „�- ;,�' �" r ,��-' _ � � . ` .� - . ,�.- u /� ' -� '� �,�x � _ ,�� .;-�`°`Mr ,�..r, �_,_�. �. - r--°`¢ �� ,�� �-� :�"' . , �.rf'` .� �,� EXISTING CONCRETE RETAINING WALLS, CONCRETE BUILDING WALLS, PUMP Y Y m o � 1 � � HOUSE BUILDING AND PUMPHOUSE CONCRETE SLAB FLOORING. � � � ° o , _ Y ` ..�+""` ,�°� €•r� ,..o- � .r . , �� ,�,,..M.�•«°'".a � �:' .°�J/� .�•"° �,�,-r' � , Yd,,..�- , a;�.r-U' �F�.. , _ . r�"' - ..""�� � ,o .> � � , , ��,d `j� �„�,.e�� m ,.�e"" .a'"" �� „-...,-.- . • „.,..�;.�_ � �++' �„<• , V, �. �r �'�� �,�.+"""� �°'`� 1 ,,,.��„��„�."'°.� • ...k_. ,,w-�.,�. ' . a"' « v° " , .*'r-`` N,3,'m�' _ ,yr ' _ .s""r , . . b s,r' � �-'r '� y,.""" . ,..-m` _ ,r.+�" � �"� �' t ,.-.... 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CONTR T LL COORDINA � o u� �'.,:°,.�„, �-"`.�E � „� ` :,�^ �°' ,�= u.,.�._� L,J �� d'' ;�°�° �""°� ° '�o-'�mC�ISTRU�°MS� BLOCK WIN� ,.�--° OW �' �- �°' � >�-�" `�9 -'' '"` ��°�"'"'� '���-��� � �� 5) -�°"" .�`�` �"' �,, n,� � AG OR SHA TE REMOVAL OF THE PUMP STATION Z Z Y O , Z, , ° ~ � . a - . - � ` :.�' ` G WALL •�-°°' -` � p �- �• .�� . � .�--��-°° _ . , _ �� ��.. � �- MECHANICAL r/�UIPMENT WITH THE OWNER � t � � � - . .f�'" � � _�'"��, , ��.��� �'� "�,.,.-��SEE WiAF:I #2,��L.Ey�.�ON SH�ET P 4� , �......-t t` • � � ,y "`� � ` � .�--�� ' , �, .�,"�'- INS'ff1LL � y+.i u��T�-�y - n °`�.' . . m�` V ."`` a,���" - .�R � "` "�°' , e � • - _� ,<�'i .A'�. _ �4. ,.. �. +� Y_v, G ��i�LL� 7�� _,_ � .�..a,,.,,, - .'�. �w § .r � �, ; me'°''.�- �O G�tl N .� V � �.7.� J _ ' " .`�,� �' �-° � ,, . �� WR!►� T1rPE �f.�¢ .�.�,,.,e, -�' �.�r. 5�£� �.,�°} , Q , , ..�-' • � � •,�'�`" �,it� .�w-' ��=°'"; �..�`' ,�, `,.- ...,�,,.. ...-,..... '' -'°°� ~" `� _ ,�`°' ' , � rF 1UI. 1'€�1�tWAC_ �'; 5N, HWY GR�47E , . "`~�, ...�.,e " : ' " � ,,� . �,.�'" �; �` -.a., tl W O H � , , �� �.e. , �,. _ �, x�rt ^�_ � ,�, ; � ��� F�� �, ����,„y� � �, "�Q,��.- � tiy��� � �� ,� � � � � �--- � , � r �-�°°" `�'° µ 3. CONTRACTOR SHALL EXCAVATE, EXPOSE, REMOVE AND DISPOSE OF o o v � o � _ - , ' _ Y ���-, ��-� ��,* �, y �,, � , ��- , �.,� , --� `CEN�INErO��tl� ' � _"""°� S�FIEET�5 FOR � � ;; -RI1�04.60'a.� � .�� �� �.,�,=b ,�,.. ��.,�_ _ ,..�r � � ,�� �`'° � '� � WET � � °�� j� .T T��T � �T�j � THE EXISTING 12 INTAKE PIPE FOR IT S ENTIRE LENGTH UP TO THE � - -"r „��a -•-�-' �..,,� ,�� � . . � �.. ,� �,.,�_ .,.�,.�,,. �. - � �i � ,�.�TA 3+24:56 ��x� u�.�W3 , � � y, <�,•DET ��'`4 lNV.'•a!4.�0' , w.,�,�.< ,�� , . �� , �,,� . ..�=- .�, 1 .l L ACTOR HA 0� REM -� _ ' - �,.;�.��. �� �. �� �, a .�,` W�.�, , , �� ._... F� ��� � ���':,a r�,,ry ..,�'- _ �` ��,:�-° �1`1�1P FF�9�.30' � ' , � ' j.s.� ' T_,�^` .� , �. `�- �L' ,��° #.w„a, � WELL. CONTR S LL ALS OVE AND DtSPOS,�s�OF�THE EXISTING , , � �,�- � �._ _ W '"'°'� .��°� �- .� „ h � , h ' „��„ ! ,�� Y. ,� '� ;� G� �; �� T� � � ��� ��,; ,.�- _ '� . .E�V 26.,� y''� �����"���� � � . Al�Y�AT,�41� - ��:� ��� , .-�,� ;.�-�«� . b.�."' ,s.�, �„� .� , . � � � �'�' �� � "'� w� � � -�- ..�..� 6 DRAIN PIPE. '`, . � ,�.� ' w,r,"'« ^ tn�`P-�„^"` .«-�..r^�� " °s, ` . _ , " � �,„,"' '�' ,_/g-,k =�`=,� e,r° - -�` «/� ^ `.'� ' ` ^ ` .�_ . , _ - .. :y- .r . '� , �Fp ��� �� �JS�II{/1� �^"°vIW . . '.�""�' . , ,�,,,,, 0 . `_""'�.,,,.� •,,,,,�r'" .m , .. ..�� , y�..� . � � � � - _u . �. �, K �, �xyrw� . ��µ,, r� �. � �, - -�. ; � ��.w �Y . �� .�.: ���� , � � _�y ��0�1'� . VA�L NG WET � . ��+°°� .+�� �r� �r--s .r , ..��€�" M.:.t..... �,r �' -`""`'� �� WELLS WITH APPROVED a � " "'� , „„� � .�`' . BOW, i ,�.•�'- =v� ,� ,� :� x'"� , �� �� �� FILL ANDOFL����R SN ARLL FILL THE EXISTI , , - � _ , , �.,�- �,..� � , f_�s A �-w°° � r� w.�•�,' . �102�9 TOW - ,��_,,;;-� ��� z�', �,�� :�, ,��-�� .�...�� , ` " -° ��� ' , ` _. _ ,�° , ��vµ ,�.�..° H� , �...� . . . � .�...�� � � , _ a _s-„'°` f ' .1'`r : /�s� y �i , `s!'%i�"x° �,,,�`� �.>""' ,*^ .+'^.} �a . _ _ - ' .`_. _ : � fi � d, - � r _ a -�°��'" CO C ETE UP TO THE GRADE OF THE EXfSTING 'TOP SH EET �.�rt� `�� _� .��" OF VYET WELL. ' � ..-.r.-_�°° �,' , 3,,,;.,.�°' a�"r-sj J ` T� _ N ...-�..... � �fJV.O � ,,,.r Jf ��e.i� ,���v'�1 � .rsF°� ,±:i���„w.r^x ' ,......�.. �- , '"'--. . .�„'.�> l"`d` � _ ' A' y.�+ � en^` t� ' - r s,,,...+'� �...°'' 'M� �rxx','S.��� �� r.•"y`A '"�M1 ''-��,,.,`"_ �� K,+"'r �1'����' , .....-.�." o.^�,..._. .��. °y"� _".,,,�.,. .«- Y�s°'-..' �' ✓'"' ."'''w` + �„"'� + � -� , , ,� �.,,n.�' �i�` , :'=^^r'�� . , ,.,,,,.r° i� � � ' .. ��_ .r' �� 1 ,u�;,k - -� d.- -�...._. ., , _ _ � ' .-' . . , ..� ' 2 ' , �„„ i.<" y.�f �., � �$~ ,.�'' ��,, �?.,`'r`�sk�"`V a'"" "F .`� � -"r``-�� °� ,,,�'' =+`"'� ,i,v� . �-",...�.� � •-e..,.�„' < < , �F,, ,-M'...P ....^'". ._'""^,- .-v,-.m,.. _.r � ;�� "�' � - �:--�` _. . �,, ' P �,�,u„ .- . s°~X'�.,�� � �,.��` fs���;� � . , y ,� , , _� , _� � � ��, < °-. 5. CONTRACTOR SHALL COORDINAT� REMOVAL OF v ,�- �;�_, , . ��Y,ry.:�• � �,- , , µ�, ��-:�- ELECTRIC VAULT AND � � °"��°�- '"�� �� ��' ' �"'� TRANSFORMER WITH HOLY CROSS ENERGY. - � , T ��..�" "' M `� '° °` '`" �° =-�' a . '"` _ _ ;�,�� .,� .��' .r�` � � "' _ . , --A-•� � � ° ��. � -� ' .� - ' � , . `� '�-~�-� ...�` _,� �,�..,� '�',,�y„`'a, .....� .�*'' �sq �'� �ii � r"'� -v''� •r'`9� ..+�''�.�.�'''� �r�y �p» O � ..<-. "" y µ*�"" ' r �' .. - ..,.P',� ^ r''' " •"' ' e_,"u' , `° + ti„ � ._ -" w F- .,."' ' ��"�:��"' y' , '°=i.:w,.: ..�.y'" �.a � s-' .�+' 7�,�'�' „a^ - yr�' � , `fi�� �.* - '�-+... ' � _...r'"'� " ' °'r 0.. �µ '``r`_a�"`'.'rr „"'_.,- �'�. 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' , � a ` ', � ' �� 1.� THIS PLAN REPRESENTS THE NAV88 DATUM USED BY VAIL ASSOCIATE5 �FOR THE LIONSHEAD ° � � � _- ' , � - � — m , � , � � , � , , ' , _ s�io �---.---._�.___.�..f..r�..�.,.___..�..,.�,. ,� `}-,.�..,.�..__. _�.._.,..__....._..��____._. � ..._._�,�.�._......_..___* �._..�.� .�.�.__._..�___.�_.+__ ....�...�_�.h$��o REDEVELOPMENT. , . ` � y . , \ � , ��� � � , . { �,i � . . . . - . , � - � . _ _ , . � , � "'� Z a�� � , � " _ �_ , � � , � `°N , ` � � � � ; , � E - ' TOP ,� � � _ ,' � , ' ° - � , _ , , , � ' � ' ` � �' ,� ' _ ' ' '2.- WA L_PR FI - - O � �o , _ � � � , N � , _ ` , OF DEpuNG , _ „ , , _ , � �, L 0 �ES �SHOWN WERE BASED, ON A FIELD TOP�OGRAPHIG MAP PROVIDED, BY PEAK , _ , � o � Z o< , _ � � ' . �" � , x o °° �ot�� '- - , � _ , � . - . , ,; � ,, , � � � , • � � . , - , _ , ,. . . , ,, � -- oz ���., ,,a�NO�d' us� u - ��,,; . , � r - , , � , _ • - � , - -, PR0IADE i�IM: 2" OF SEPARATI ` ' , - - r , _ , . : LAND- CONSULTANTS. ACTUAL GROUND PROFILES , �' 1 =o� � ` - � , �.r � `� �Fi +nl � , , ' � � , _ ! � . , i' NEEQ T0 BE PREPARED AND THE WALL PLANS SHALL' BE MODIFIED AS R R �T � - ' � � � ' _ � , o��, , . � � � �.� . , _ .. , � , ; , . , � � , , EQUI ED PRIOR 0 ,{ , � , ' � � Z o ; ; � . , , BFi1NEEN pR�ERS � IrfSE WIItI. � - , , - _ - . _ . , . , { , _ � , . � . , I I I ZS . � � � w p ° c u - � -���a s�oo �M�. ..�.....�.�._..� , �.�.,..__.�........�.. -�__.m :� _....._____ , v _ ._.__._w...._.' � � CONSTRUCTION. _ .. , ° - , , � . , ' , n —G - - _' 4� � ^ . �_ � , < < �> - 'Q �>`> , , { � � � : . �' _ `8100 � , � _ 1 `A �,�" p i l.l.�. �j�j M ' - � � ' � ,�i'i�� ? ` u�i�,�i ? �ii�i'i? � _ PROP06E,� ABUTidENT � ' � � ; � .�., ���.:�.,._��i.�,��,..�_� '� , � a E�OSEI�! TOP QFr� < < _ F . ' � � G V _ � . ' �������� �����' ��"� , . . � — _� , � �� W� v��� -� �-�,��-���-`-4f-��-�;����-��--�-;�•-�� � , . � �� Fl� W� < < �;, 3. THE EXfSTING TOPOGRAPH'� SHOWN WA5 CREATED BY AND OBTAINED FROM PEAK LAND , . �� � ` � ; .YsY,:.� t ��.._,.u___,._._;w..r � r ' � - � m � � _ � , � _ , .� . _.� �..� i},.�:a�.,.M.��.'� ._.... �":i��,;.<,�`�`�.��..,_,� � �, � r - i�(1'YP�C/LL) • � � - � � , CONSULTANTS_ . . , . , � oa , , � � � 11REA �,t.639 SF f° � _ ,.��. ,� � � t � ' ' � � . . ' ' � - , ' ' � ' , � � , ., � , , ; ..�_ , t � ,t�_��.�r�.��,���ti..n.�. ..�_.r��... .�. a , , � , , . , _ . _ , , � , , o Ma jor Road � C� o'a'o ,. � � . , . � � . r , , r . : .. � _ � �� ���..s_,�U.�._....�.:.���� —� .:f- r � o � . , . , �: _ _ , � _ , . _ _ . � Ilfff � 1 � .� -.c.v� J..-. .aw 4 . F r ru.�r o?sn � j � � � r� ' � f . � , ; � �___�_^__ - � - �.�- � � - k � � ��t.w,:� ,�.���.� :���.�._- = u;��.�.a;�-��J��.�-M� ...i�`��-, ¢� , � � - - - s : � 4. 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"`p�'�r' ``i i ° , � co , ` _ °°� " � � ao � oo� - . ,� ,ov� � _ . n , ° , - ' � ' HORI2. _ 1" = 20' , _ .0°�' � `�. ? _ ` ' � , , , � � - ' , ' , " . ` �' • , ' ' ' , , � �, ' ' ' ' _ � , . � , Ail Classes of _ " ` VERY: -1." = 0' . � � �- - , _ . 7 ' ', , -� � ° �' y. -. � p . � � �1+98.93 .• 1�1-50 ,' � - 1+00 -, V- . � Q+50 , � " 'L` -O±QO - � .. � 3 Key Streets and Highways � . ` t 8080 , , � ` , � ' , . . � X °, , , �, _ � f _ _ , , Minimum Normal � 2�-0" dc 12'-0" plus Curb or , `, . , , . < - . � � , ' � ,- _ , . a , . - , � - ' � . . .� >. � , -� -- - - - -- - --� u , , � ` ` A Note No. 4 Shoulder Wfdth , Z � � , , - , ' - • . - 6. ' , " � � - � � , ',. � . � . � � , . r . , P ,_ ' °' � � - � _ � , ` � . - � � � - -- - - 2'-0» � , 30'-0" or more � � � v ' - ' , ' ` , ��'' � .` ` � - ' . , � , , - ry . �- , - ° - , u , , _, , ` _ . 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Q . Z � � . � � � . t � - PUI�P� VAULT PROFILE � � � , � , . _ 5���: , t , � . ,. , - � �� - - � � � . y ` � ' , . � HORIZ ,• = 20� . WaLL �#4= - �.tMSE WIN� -1MALL . � _ . _ WALL #5: RETAINING �WALL � � _ � - - _ . , � ' , ' r ' ' ' ` � . ' - ' ' � 11�RT: �� � �0� � � , ' W Z � � � - � � � � � Y � , < <� SOUTHEAST ABUTMEN,T � K � � � � � � � � � NOR-THWEST �OF 6RIDGE � � � � � Y ; '. ' '. . 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FwisH To eE �xruR� a Ta*oF w�u To . ' ""� ' � DUSTING PROPOSED FlNISHED wwr���B�ncE � � � Q . . , � � w�u. �f . r � � I� paoPOSEn ��20' ; eRiuGE n9un�ENf i'�°` , , , � - , � t�tADE - _ . -�-��--�--��` � - --t.`-._}�--�-�---' ��---- --- � - - - . (SEE PI./1M VlEIlV) , ' . , � � k , GRIIDE AT BOT7'OM } ° i � , . . �8080 � .� , - ._�. _._ t EXlSTiNG ! , � , � � ' ' � � � � � � W �, ' � .. -� �- , � ' !- . �—— — — —— --— –�` —-- — —1 � v�T 1� � . , - oF wRtt , .y,-R-.. ,..�,�, ,,.�., r � � � ' �E-et7�.o' I � GRAD� I DATU�f ELf's Y �DATUa! ELEY ,.° /�/ O ' � . " � a � � - . ; � ' � ` " ; _ ' • : `- , � � � - - ^ , 8080.00 � , B080.DO _ , ' �. � -�.-... ..,""" -'.'}'." `,.=.. - .,..-,..,.._ �..«.-..,.-; -�,,,....._ ....... � I.L � DA�M EZFiV ,t � i � { � , , � � � , fp . IA - IA - '�'" 'a' 'i , ° ry = �4 �r J y �' . ��EL 8090 0' . , , _ , � - � � . ' , � - - �� " . .., T`�' OP OP VAULT � _ . W � _ _ - - � BO'�'5.00 � . , � _ . , r > _ �A�p , � Cp� , tt7 _ .- S , PROPOSED VAULT Mi_. � - " -_ - " _ �, , ' . , , r " . . � s} , uj , . - _ Ci t , N�, . L.AD�ER � ; - � -- '-__ =�' r -''�e� s' 1 � � � . , , � . _ c,so , a'o t rn � o {,'"r - -_ - � - M , , N � �d st + O w ' , � � _ , O / , . . , � � . I_.,a�_. ; _ , _ - _ - ..,w_— , � � - � ' ' ' ,. Ol � � ' pMj t N - � N � � " � f � � � � ' ' , . � , ` ' ' ' . � - _ __ _ _ _______ __ _ _ , , O p � _ , ' , �, � �' .... ;: � ' , � � J , ' " , ` p � _ , . 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PATH FILL WAL� � PROFILE �� PUMP VAULT'��r SECTION A—A � � �� _ . � � . � . � � y � ��- � p��, � � � � � � A � _ - - �� , , . . # . , , , _ . , scALE: ����� � � � ` , ,� ' � " ` - - ' . . -, � , , , , ' , � . � � HOR1.L. �� � ���° , - � � � w , , � . � � . , � , , t , , ° s ' ' _ ° , ' � VERT: 1" — 10' " � ' � _, � _ - a° ,. . � � , , , � . � ,' - ; , �+� ' ' � ' � _ _ � ` ' . � � , , � , � , { , ' � � � . , , ` � , . _.�._,;__.. ' , ' ' - ` , _ . ' - , s . , . , , , , , � - , , � , . ` , - ' _ � � � ° r � � � � - , , � � . - _ - � � _ � � , � ` , ' , ' � _ _ � � � ,- ` ' � - • , � .. ' , , , , s�°°; , ._ , - - , ..._' - , ' , - 'PROR06ED � ; ' e�oo , � � � , z r . _� , < < - • - � � , u � � ' , j ,. - •_ _ . � . - ; _ � , ,� ' CONCRElE ; � - , � , " o _ � " < ` � - � � < < , , , ' , _ ° ' , - ' , , - � PROPOSED - ,PAVING � .�,�y,�. `.� `� v � ' � � " DcPOSED FACE OF � ` ` � , ` `- ---�-,.- . ----�--�-�-�-- - _____ .-- ._._�_+�---..-aN�AICE - _--�---__ --.--..-- ��.�..�„��.a.�,m�.��,._�., .,� . , � _ ' � � STRUCTURE- ` � � - ; � � � _ . � , ,' ' ` � . 'PROPOSED MSE FlLL WALL . , ` � ` , . _ , � ' ' ` , , � � Z j �� � � � � � �� � '�� Propcsed Concrete ' - ' � EXPOSED J1REA • 220 SF ' . ' ` f • �� �� . � NISHED GRADE�' � . . - Intake Structure ---- � � - `A , , ` _ (KEYSTONE BLOCK�FAqNG) , � ` � ' - } ` ---- � 6 Nominai Rip-Rap . . _ . , , � � °� , - � - ` � ' � - : , ` - ' • �'� _ � Embedded in Conuete ' �r � U O ' _ ' _ ' i , 8120 � . . . ,, pRpppSEp ; . � ( � � , � , � ' , � , � 1 '_ _ , � . , � , _ . , . . � .,.<.,� ,...tF.,,�..,o�,,.,�, ' .. ° FlNISHED GRADE i A �� , i , . � � � � � N , _ . �, � t t . � , �_`� � ^ � i'+` r1�Vf VJGY t , � . I I O Q � . � � . � � „ I 1 � F " _ - ' � " ��'� ..._.. wS�O'f00�et.7 ..._.._ � ---- -. , PUMP ULT � - , ; WS Nomnaf)�76.0' Slide Gate � , � f N j Z � < , � � VA 6 w , � ` ` L ' . ` - ' -, ' i - / , , ' - , , .�._ . '�"' . , _._...... .� .�. i _ ���_ , � 8� Minimum Thickness - �� � � � � � � r $ . � � � j , MATCH WALL TO � , _ . , _ � . � , " ' v ` � _ -�-- '7g-p�--�---- 'soso qass B Concrete �' � � a � � Existing Ground - PROP05ED ;._ a ."....�._.-.. � _ __....- -- - - ,._..__.a A BRIDGE ABU11dENT �,,, - �`� .�° . 84 , � _ - °.:M•-,�;:*`�- - , �' - � , - 4 ` FlNISH GRADE � " -, T� . ; , (SEE PL.AN VIEVI� � ` " ' "`"`�,.,.,, W5 (NORIIAI,}' ?R.0 � - , - j `�"� 'x„, .� , "'3' � � ��� , d- �' � , ' , # . , .- _ , , , , � �^-�-�,--'- - ---�. { � � .� o 0 ; � , . � � , � I ` � - ' ,1 ' � " . , , � ` _.�'m"'°°'°'.���'°-�„y.-�,�s...,a....� � ` i , � = t . � , e , Y I f ' } ' f E . � � � r ,.,.w ' ' ..y.�+.:�#> r'� w ' , �n ' , , - , � . - � ,..� y ,� .,_..., �r,. � , _ , y . - . � I— N N t�j • - - _ . _ _ -^__ * _ t- - _ ' � , t ,,: . .sr,.�q„F,'. � � '. 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' ' , � ' ' � _ ` ' . � , � _ � '_ � . - ' � 1 � ` - � ` � t , ' =.- , < 0+50 _ - ' . 0+00 , � • - . � _ , _ � - _ r . , _ , s � . , , � . , _ _ ` : , ` , , . ' , ` ; � '. • . ' -", , , " . - • - � � � _ - , , , -� - , ' �'. ,- � , -� - , , ' , ; � ' . • , , � ° , � " , � , . � -, � �� � � . . � � � � - . e r � � � � ° r . � � � . ��� � � ` , � _ � � ., � - �, , � - . ; . . ; � � , . _ � � � " � - _ SH EET ; ,� � � scn,t�; � - � , , -- . . � , _ , _ . . _ � _ , , � _ . � � _ . _ _ , _ , 4 , �, . , HORI� 1 = 20, . ' ' � � � � � - � � � �. -� „ , � � � � , . , . _ . , , , , _ . � - �,� � � . i ` NERT:' 1" = 10' � y . y � � } . �, - � . -� , � r - � , ;, � ' _ - � . _ ^ _ . _ � � � , � - _ � , . . , t , _ . , � � � � . � � � � . . � � � _ , ` � , : ` ' ' - ` , , M ' _ , . [ " ''A ^ '' ^ . ` r r , r ~ T `<1a f L M `` ' ` ' ' i^ { e ' ` 'F t y � `! ` � ' ` V r ^ •s ' , 3. t � _ j < � ' ` '' „ � ' l f ' f � _ , ,l ' " n � y . h � i� � i � � ♦ r .. r � " n n � + , . � � � = � � _ ' � , ' , ' ` - ` ° • . �� ' SEE ,GOLDER ASSOqAI'ES , ^ � � - � - . , - . �' �_ ' „ M ` � ` , _ . - ` ' - • - , � . . . � : , - , � � � _ . , ' , . . 'n • �_, , ' ; , , , _ ' -, " . . • ' - _ � , `" PLANS FOR RETAINING WALL DESIGN �� � . � _ s " �- ' `' � _ ` , ' - ` � " , � ' ° � °� , , . � , . , � _ .� - , . , , . -� - �- , - . , - , ' � . � , _ , , � � , , , , , sim cu� Pasr w/ ����������������������Z � - � � , .. � � , , _ � . - � - _ � . , . , Horo�o e�oac a� co� � � i . ' _ � ' . " - � y _ ti` � � � , � .. ' r , . . . , " . _ z`,s.t . ' � ` � r, � _ , ` _ ' . � , � � CAP UNiT � � � ��� � N� � `, � , . . ' , > _, ` . , � ' �. . ` � . ' _ � ' _ � • ° . " , ', - � _ _ � ° � ' . " ,� �� , . . 9 . � _ , , , , , . _ - , , " ° - , ~ (CDO Ye�S SiD. eo+�-t) � ��� ,. � � '. - � �, �.�. }.� '"' .,- ���- < - ' a - , . , , , , `, , s " � ,' • . � ' � '� (P`�IRlA�RO RAIL � - � . . - , , _ , ��LL aosr a'-� a�.• . j' ` , ` . ' - . _ ` ' � � - , , � ' , ' � _ �,- , . , , '� " , . , - - - � � . � ' - ` . _ , • . , � , UrSTIYl POIJRED , . OONC PAbEMQ17 t�E: S7RUCilJRl11. FOR , � � x c . _ , ' , ,, , , , - � � . � � . • _ r - ' JOWT gEALpt (T1fi�IG1L) SEC110N y COt�NrEC710N TO WALL Z �3�t"' � �� ,� � � � , . . . ' w.� a � � ' � ` _ � � � � . _ . � . d � � ' ' • . � � .r � ' ' � �� ` ' .. r ., r , , ' . _ � , s ^ � " ' _ � .�. • � � ,��� e�������i Li� ��• , � ° , �' - : : - .'A • , ' � . - � � BLOac� ' � , , � � - _ , - . , - - � -- r � - � � � e- o� �,� � � .s.,, ��) ��) L,�,J � ��. � y '•i�f��•� �+�_� ��, '� -� ' ` , . � .. , � , - RETAIMNG '�" � ' - l � .� ' ,` �• � . �� ' . , , � � , , , , , , , , _ - ` ` ' .- � . � ' , - , w/#��s �r �s� aa � ' - v� � . ' � n �' n ` , ` , . , ,- ' ,�D ' •' � " "'" �" ';°'� � ' , � , � , "- � ' WALL� , � � � � � �, ' � � ,` � , �° � - ` '� ` _ ' � ` � . � ' � ,- 2.0' 2T tsROPOSED FlNISH � . , � _ � � � , . � ' . . . IIIIII�I IIII� � . E . � . �: ,�� , ( ° ' �, ' 2" ', • �° �"`� �-'''- ; � . � ' ,� ' e , � p P'I �� ' -. ` - �, , ,_ , ` , , '� _ � � - ' ° PERPlAN � . ' GRAD� (YARIES� , . JlSPF1ALT f �8' OONtxtElE PAVEIIENI') `� •�^ • _ RETANWC WALL' � � � B dC L _ C�li SP , . �� ,,. ,,. CCNqtE7E � � ; . _ , . , WALL HDGHT . �- , � - - , � ' ' "'-"'-`�' � � . SEE WALL PROFILE _ PAVINC ' , v�ES PER PL�N � *r 1x y ��, � - No� s � , _ _ _ „' � ,, , ,' - , , . � " VARIES PER PUN �«�.. Q� � r � �* _ ; � � . - _ ,. . � .- ' ' , -� • � ;�.�,"'". V , ---+- • V�s I►R�s , I �' , pW V ' w , , _ . ', . � - � . .. , ° �. , , , -. . . , v _ _ � ��� :;�.t` , BELOW _ ,,�.y,ti �•�, ,ti�,,,, .,,- ,�,.: ����,�,+.�:�,�� _ ,,,� . N rl�) I o _ , I) , � s � + � ` � , _ ` M .. - ' ..� � . ' ` ` ' t , } « ., _ „ _ " ` • ,- ' � .. � ' , . . � � ~3� �O�l,i�. 1 'y'..'qiy y?• ..'4�'i�± .y�.a4.`I�..• .l•,s `A lt4t V�� ` a�� i .i �r.�.� {�,4� b±• " , � ` ! Z �' O� � � , . , , PROVIDE 6 OF CLASS 6, , r � , _ , . , , . � � . . - � - �l ° , � �'�'� ` �•` -- ����' ='`- - � � � ( 3. {. , � , , . � � . � ' - FlNISHED �.� . . , `�' _, , . . , , �, . . ;� `.� _�, , - - :,'• °*` =,•.w,�:• :., <� � '�• � � • - �.,' s�N , , a . , . AGGREGAlE BASE COURSE . . . . - • . ' . - _ ° , , - • , , _ . ta . ;` _ . '� , . E , PROPOSED CON _ `�:';i�'�'" °-_.- ••-' ..: �. .; .t, �,,. '•,,��. ••.;�,.4 • , .�° I�.L� w • G � t ` Y , . � , 't,YPE 1 (CATCH) t 8iP AT7ED TO %O TO , ', ; - GRAOE _ ' ' ��� , 3 ',CRUSHED I2 - ` ` � , � ,� - ,. " , ` , ' , OR ASPHALT PA�. . , � � ' ' r-_!,'. -� .- - . , .�; r��;». ;�,: � Y , ` � ` . .. _ . ' , � `�� _ ' - , _ �` ; ". � , � �_ � , OPTIMUM MOISTURE CONTENT � ' " � ; �� _ /4- , � � _ '. , .,_' , � , ;A . ' . - � ' " _ , - � INS'fALL�POURED � . F p yF1�pt�o�E At � .�' e' .�' �'' �' � � � , ,' . , � � . F , � ' ' ` `NOIES:`' , , � ` . _ � _ . . _ � G� ,,t''� . .. ' r . � _ � ° ' ` ' ` - ' ' - ` : � " ; JOINT SEALEI� {TYPICAL) F�� �� � . �r, � 1-4°I�FI' q.ASS d � .� ' �'' �' . . - -PUMP : ,. , � t � - � ' � `, - � ` , . _ .� �_ , . _ � . , _ z , -. . , � , �c�►� �"ooutsE. NMIVE MAhR1AL � f' � �►� _ VAU LT �• , � . 1 9 6 . ' � � - 1. BACKFlLL, SEE DETAIL OF CUT/FlLL SLOPE � , . � . � . • � ' , ° , ' - PROPOSED CONCRETE RETAINING . , , , - ` � " " � . ` , � ,: ' � �� Z. SLOPE AT�1" PER FOQT � � ' _ ,_ � , � ,�a','� ��`� _ � ,r, ` _ - ` ` , ' , � s" w � . , ° . , ' , � � WALL`(RE; STRUC . .. - ' , > , ' � � , � , - .�' � �, � E 4. SLOPE TO MATCH ADJAt�NT PAVEMENT �� '�� o � �, - _ ' - - `� _ � � a; t' , ' � , -„` 5. 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' � ° - . ` . , , - . , CONSTRUCTION _ ENTRANCE ��:� �F ° �Nl ` � ,��• '"1���_.v..� �._M-�.«,._ ..,� ,�� - ' ��� , _ ' ��`� ��� �°�.� , '� �� � ` ` �1. fnstall and m�`in# i Y - / _ � . " _ - � ' _ ° ' � , � " ' � , ' . � ( �' � -e�'��lY���� f�% I , ��;�;::R-�`, L�,:_.�..._.. . _ �� `�.�,�w�.' ��,�; � . ��R� ` ,,� k'�, �� � � j: , , v a n sediment, control meosures in strict. accordance e , � _ , � , SEE DETA! � `�"_ �,, "�° � . . a ro'ved lons. r - , with tties , ` , ` _ t , . . , , , _ . L' SHEET 7 � , �°`" "°" . 4 a . , , _ PP p , _ �� F � �;,, �„��,��", ��.r ��� �� . ��.> ,.. ,,- �� T 4�.V` � � � Q. � _ - _ � 2. Ail ro os d � � � measures un e ` , , � . . � . ' j - . , ^ �� ���,,,f-�-=��,��."; . -,��, F�?��.�i�g,...FfLL SL�P ;� ..•t,T �:�� ��- �; �E Y;. p p e sediment controi' measures are #emporary � SS , s . �� _ , � � y ;� ,.�-,_•;�`.��'"JX�"�:.�: " /,_,a�;,��� �'`� '� � � ;''� ~ '•"�� , . z , r spec'ified otherwise on plans. ' _ � , - F _ , - � . - , �,$� , �;-,��;?�:�y'�;;",��z=;;�� ��;:�� �'P�R LANDSCAPE PLAN °`�, Y ( po YY�k- o , ;�� �'��h�..� Y� J ; "� . , • ' ° 3. F Sediment con#roi measures`-md re` uire minor, field d t e time f � ' � � c � - � ' ' -' - " - , , _ - ` ;�j' ��x�=��_f r.�`~ �O , .��_--'�-'°- � ..��"�'-•.Y"--`�`_��` ° -. . - �� ��� � � a ,- , . � . q 'a 'ustments. at h o, _ �� _ �`"'` O _ �� � �` , v�'i - � , � � construction to insure tha r ntended u ccompii n g ' ` ' " ' � • �• ` ��r� � "=� I � �� � "� -- 3� s ' � ' � a rov I be re uir devi r � ^ ` � � � " � - '; T�� '� - � }M ' - 3,4�~, w � ` � � t thei i p rpose is d s ed ,En ineer s � W �_�;� �°�--'=��`�•��: ,,� �`` i �'����, --�-�� " , . , ; . ., pp a wiir q ed for any other ation from the approved plan. , . � W ��.'$ , ��X`r�"��°`�` s��-f�`'� �r�-''""� k �'�m.'"` _.mv,a , . ,�w,._...�..M.,w. �� ��� � ��,h,� , � a - , � . - � - , � . , - , , , �f� �z 1�-•�.:=�a�;�;�;�ri.;�iY .�, �.,, ,�.�.�� , .., �y.,�, . � _ � ��� ��ti.� �s� "� �-��, n;W`�---" �:`E O � �s � - T-,<. _,„.f,�'°�',,,;�` ,� � � 4. Provide ,continuous inspection and maintenance` of all ,sediment control ,measures , - - � � ' � � ' � � -, '=�'� ,r-.Tw.-� �, ��,���Y�� ' ' � � ' �3 :f A �S�`.,x' -",., rF":� / .M C � _ r . � #o insure that maximum sedimerit control efficiency is obtained until final � ` ' � � � � , l f ` � � . � � �` ���,.��',>, .i" "�;�,. "� -, _ ' j - � � . � - , . , - i ilization of site has taken�plq ' " V , stab- _ - �CALE. , . 1 , - ���'� - .. , r - ,;:-- r.°r . M ,_, A,..�.. .� .a, ..�_..,y.,�„ a�. _..� , ,�-.n, �w.,.. , _,. .�... 3 , CG'. � A � , 3 .�� �f - � - 5. �nstal ment- � ' , , , { � - . ,. _ . - � � y����,;.,�=£�-�:�= ¢�.�<�.�_: . , � „M .�• W��.,�;�� -�....�..,,�, .� �" � _ - , _ , I 'sedi �control measures at the onset of . � _ ����''� ��`��-��r��-�" `d y . �� - ,, �� , . � _ � grading operations so thaf . � _ � - �� -'�����a;��"�.a.'=�� ^ �,�G, �; , , , . . , � , ~ effective sediment �control can be'achieved durin �the entire radin o e � ` � ` ° . � � � - � ` , - " ` . ���'"���"��`f `�P���= �` � � x ' �F Tt� � PHALT �`�� . ��� _ � � � - `� , s � . . , , 9 9 9 P ration , , , , , � . �'`� ,.�.�- ,�=',�";°-��%°".-;.° ` �"��,���. „�W � .� _ � ... ��...�w_,. ,_,Y ,�� A �,a ` , �, ��._,� U RE AS � �.. a , .� � � 6, Stabilize t�ll oints f i g s and e ress with � , SCE 1�n i - ` � � � ' ' . � ` ` ' � � � � , , ~ -t �'` ` °,_�`��=,y:� ' , �... .. � : , PARKING ' ' �� �, ��-� �Z P crushed stone . - � � ��:a-.:H�=�:'�>>=r.�..'.,.,�;r. " M fi � . , , - . o n res 9 r( ) t I jus� t � , , - . . � ���1.k_...--. � ' t� } , �' Z _ � ��,, r. . �.�F;�;,µ, y.:-�. � ,x ' _ prior to pavin o erations to revent trackin f � to publi �- � , � � ' � � - � � "`���'����'�y�-��" "`� �,` ` � ��`'a�",°"�'��` � � ' 9 P p g o mud or� c wa . , _ .�-� � ? �„�� � - � . ' - � . � ' _ - ' �:��. ���� �.� �"W-��� �' °,�_� , - ,_ � __ ,.�>.,.�. . . . ��� .� :�`�� �, _,a„���.- �-"�'r� �',� '�' ,:�� °; . � ,� -�� ��._ , Q Q Z � . : , , , 7. Prevent all sediment from enterin an constructed `s ori • , _ � fj � ' - � ' � ` � =�� `��� �� �'�� � -°�•=��F-}r� `�r a'`� - ..�� ° � �;�' ��� " �� , J 9 y t m drainage structure . , , , a - . ,� � � �- ��, , ��.� �f��� "` � �w � '"�Y ` � Q � r "� � ; _ by'blocking shut the structure�w.ith sandbags, boards, or b an other acce t-� . �� � " ' ° � � , ` � � r � , '` � �'"�� � � ,� `?��°"�` =�.�y��+ �� .;.-, ,-�YF°�"�' - � . INSTALL DANDY BA�'"OVER� II� ET ` ' � ��"� ' �- � ` able method unless� shown oth � . y y � p � � , � _ , � , _ . . . $� � �;�� '�°�'A•;;j'=-s`'=�°,� f . _.__. �_.,� __a_... _ W..., '' � � , erwise on plans. . . , � . . _ � ; ' � "����� - "` t�� G C�NS`fR �I�N "�� � � , ' , ' „ . - ✓ , , - r , e . ^ _ , , , 4 ��` � ; , r �,r,y kw;=-µs_ { j r , °i ;GRATE� DUR!-Nn UCY. �� � � � . , 8. During earth movm o erations- ma n ai te n a a e � � � � � , � . � ��� � ��= _- `�y ` .rw - � - � E �DE�'AI SH 7 � � 9 P . rou h r d condition so .. � � ,X --�" _:.�.��-"�:���s L�,..,_ EE� .� i t n the si i 9 9 ,._K� , � S� � , , �' tF�e stormwater does not immediatel run aff . , � � �� � � � • � ��° - �,� ,�;. .� ,�._.,.d _ „ �� _ � f r�.jY =,�;yy.�' , � � , , y , , but is detained in pockets and � , - ���� � :�r���ry'E.��y=:�;;��,����1 P�OPOSED 5Q',�c:�-���E33�=-' ���� ����� , � � • all w seep int " � , � ' _ , , , , � , , � . .,�.r�y..... ,�� : , , .-�_=°,-�� � �-. o ed to o th� �soil. ; _ , � , , , , . �" ��_ _ �<.�;_;�y�;,:��.:F.�;�� ; SNOVl�MAfC-�itfi��"PIJMP VAULT � � ��" U � ed areas' is to be ' � - - " � � , - ✓ � . � , -�- _ - -�� �'r K� . --�. _�_ r... �z. .__�..<.. ..�.a..,.. �� ��� , -� _�� �_, Q O � ���, ���-E� ,�� �-f °w' ;�° (t�E:� STRUCTURA�),- a��,���.� �a � � - rx�-p;:.A��'=;�'� ���� ��° _ 9. t ff stabilization of disturb accomplished during the months . IF CONSTRUCTION DEWATERING IS y� � �� - =��,�u°s�;#�`V ,� , `��`'�""� ��'�'`�� �� �_.�� � _ �- � ' ���"�'" ` f .�;� -� -,..�w � .,,�- �-.- , �� �`�g x�b-x���,1 � ag �f •...`h,.�` j'�+I, �''�k".tSsIkW4'G@a'rJ� t1 , �, ° ' , of October th�ough� April,�'the,stabilization, shall- consist of, mulching. Seed and� , � • ' ' ' ` ' REQUIRED FOR ,CONSTRUCTION OF ' � `� � ,�-jt���' �°��'�� '✓� �'-� � " � ; - - mulch as soon as the seoson pe�mits. - � - _ ` , . � - � ` . ' �� - � � � - ' � � � �, �` � � .:^��t"`'�:�,.�� .-�" � , �..,.� � � � : � ° � ' - � � � , '; _ � , � ABUTMENT OR SNOWMAK�N �� � {�� � � :ax_. _ :�:� ::�: � .__.M. - �� ��� ° � . �:F' 9 rw t-".,,•',r",�:�' � Stabilize� a I distur , , . ��-�� _` :�-<°`� -=�.;'�x�r���°�`�`' '�'� `"° �; _.,�_�.-�� �TA °.�°' l° '�� , 1�• ( bed areas at�a grade less than 3:1 and not e ed by _ - �� P �:� ����'�°N � �Y�� �� ��EAVER DAM �' N� � � � ,,,�;,� , W , �., .� r, �� �m , cov r yAULTS, CONTRaCTOR SHA�� � x� �� Y���'°�=�J��""' `��.°�`"���� ;-�OVER CURB INLET �` ""``�=g� Z ; , , paving as sdon sas possible by permanent seeding anc� mulching� as per "Standards r . , � � � � ` ` # _3`�"`°�.''�F'_."' �-;,:y' �1 �.,, - ,, f t � ' . ., y - and�Spe ifi t s . ,, n � � � � t ,- , _ , PROVIDE SEDIME T � ~���`-=f.-�n��� - - ° -�. � , .�.v.._� . _�_. ��_ ,w �;�� o � � � � c ca ion , , , NT ANKS OR �� 4y�=x ,.��-��.�rr�Y�,,r°° _ , �;� ��:: �..:.#��1RING,��COM�T'R�1Ct1�31�.,, �y�t���§ �&� - �. , . . � ��. Pro _ , � 1 _ ._ . . . , . 5 ,' ` , , . r � � � � �- APPROVED FACILITIES TO , "�,�;} : -�: ..�� „ ,,,� � .�, a , . a, �.- truction �w,,,� d' V Y,.t, �•� :,,....w....r,.> , �r � REMOVE :�-�" ::�:- ,.>� � ' � .�,.��� ��S�E��DETAIL SHEET.�7) - � . ��:���, � �� tect all trees to be preserved duri o eratio _ � � = ���'"Y-,:�=;� -� ` , , � ,F� � � � , ng cons p ns. ri-�� -- " = -=��=°=. - _ , - � . - �2. 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'L' BAR •` 8 , -- _'_�} _..-.T._v~i�a a=?----- v~i:r�z z z z ---- --N= z ' �.►- �`� � � �. n � •.. r N0. 4 016' O.G , _ , � � .� �;c� � � ' , , - _ � y � c � ,.; ` , ` �";��'i�r ..� � t `�=' ' _ • � � `. - � ' �tn` � r � ` ." , _ � � � _ - _ tr , �.�...`w` �"� , '"• CANIINUOUS 2-N0.4 � , , . •Q' � �„ , � � � , � � � _- - � ��, ' " , � , . _ � �� . ` ' , � " g~ T� , y - � ' _ . - PRECAST REINFORCED CONCRET� MANHOLE � , - � - , CbN71NU0US � i Z�� � •-• ' - - Y � • ' � '� BARREL PER ASTM-C478 WIlH STEPS.� � , , � , ____T....._.______..._��_.._..____.___ � � _ • Q ; ° � , , INLET•. - __ `AD�JU$T �TO GRADE •,ti ' � =--OUTLET ` ' ' , - - z � � , t'�4" , � ��° - ' ' � A � ' � , � � � �; �` - - ---��------ -----�--�---- � .�-�� t,.� ," � , , f � � , ...�.�. � �b , � . o n 5'�MIN _ . . , � - ' . . : SECTION 66 � ' . � , . f # - _ , N � � � , � , � _ , , 6" �a.. . „ , _ , :� _ �_ " , _ - � 'v F , , � TYP - , � , , � r � - � �.i._.___..� i . .� '" • � - � ". ` � 2-8' DIA � � � ' ' ` ` Z a , -'�`" - . ' PLAN VIE1N , , , , r._________ � _ .__ _ .____..._._ _______ � . ; � � . � ' � � ` 6 - �, = • HOLES •� � , ;� . , DIM "E' (MAKE 7'-8')�� � °° � ' ' 4'-0" DIA ° M�,NHOLE DIMENSIONS ' , , - ' ' ' �ORM SEWER� �j � � " i � . ` ` 4 f � ° " « . ' , , ` , � - � AL MANHOLE S7EPS rP . , ', � PIPE DIMENSIONS , INSTALL A COPI(�tETE CRADLE FOR �. T � , , , ' , - ` , DIM •�» ' � , "� DIM C � .. , �. �`:� W/�BITUMINOUS OR � e ` 15" - " ' .- " ' � PIPE BED�NG IN ALL REqONS WHERE - , , , .� "`�""°""'�� � �. � _ ' ; ; . , , , , , f , � WATER DEP7H � � DIM C _ ' � PLASTIC COAIED � , _ �4 , DIAMElER s 4 r 0 , � ADDL NO. 4 BARS ABOVE l `. �°-� � , , , , . , � � , � •� - ,. ^ , , . , 27" .�'~ DIAMEIER a .S' 0� , ADDL "L' BARS OPENING THE PIPE IS OVER THE FOOlER. , �MII� v _ �` ? � � "°°" �- � � , � , . . . 'GROUT ALI: AROUND DIM 'F' , ' . . , , ° MA INDUSTRIES - , � 42" - 48" . DIAMETER � 6' - 0' - � ' , � , i',� ' � �'G°"~°- I � _, . ,,� � ° , . ' � , o ' � 801H'SIDES . - . ` _ _ OR EQI.IAL ,-' �• _ : " '54," - 60" DIAMETER � 7 - 0• , EACH SIDE - _ - I� �, � ' � ► Z.� � . � r ) � � s• r � . ►, u t j r - ' � - K � ' =af�v>_ �� �,, s y � ' � , r O a � 4 ° , � � � . � 1�i , ' , , Y ' �, � I R. , n __u � �-.gppp___.____..___. __._____.__ ��____.;_ �_____.i_____.___r.....�_ _� � _ ._._,.....,,_,,,_,,,_,, � + -'�{�. _ '�, � � � � � � '- � ' . { . � _ , , _ , . < .-` 'i= _ ` .,�.�.��*.�^.�5��.y. �' ��" � �►�,p j .,'`� i t , � .` , , ' . ry . 4 �6 W' `d . •,� . . ` _ Y � - _ p .. ,(=':.: - _ '.. F` `+` �`Eisi' �ic" �e��.....m. ,t � � � _ . - �. � . , -- = _ . - , � - u � � - - - � � - � � �Z ��� , � . - �.�� 4y - � � � � �, � Q r , � Q � , � , � , . ' s . ' � ' � . � SLOT . , , _ , ' . � � ., y , . , . . - . _ ° , � . __ - - - , � , S T 5 _ i ` '�,' � y . ' . , ` - ' � � - , . � � � � . ` ' . ` `' , ` ' � ""� ROVIDE HIGH ST�tENGTH. NON-SHRINK GROUT ` � �_ _- , - , - � � ` ` - '� ' , . < � � � � � � � ' } Z/3 LENGTH 1/3 LENGTH , - . , , . . . _ � ` " , , _- AROUND PIPE AT KNOqCOUT LOCATIONS� - ' , '` .- ' • • , , r-r � ( � i R ,, ! �` _ ` , , , , , , ' , -�� _ A, ^ 'F , �V a �� � - - ------ -�----- - - - � � LL ANY v�OIDS -� L.____�_�___ .___g-T --__ �_�'P _� � � � Q � � ` � � - ` ` NOTE� _ . � . ELEVATION,- , - , , z , � � . , .. , � . . : . , � . ,. , , . , _ . , , , . . _ , � '� , � M ' PIPE '�' , a` �:- PIPE , �° w � CON�t ET�E IF Qb , E�OST1NG 12' PVC SANI ARY I 'S 9Z f � � ; �' R .1. CONCRETE:. 28 DAYS COM�'RESSIVE STRENGTH f c=4500 pai , , , ' " , � ,« �_ ' � " ' t - � � � ��'� � � µ , � 5EWER LINE CRO SING ; � , . � � ' � ' � 2. REBAR: ASTM A-615 GRADE 60 " � , ° ' , , . , , , . � . . ` , ._ - � - , ' - � :'-• �• ' IN� .5 . j . � W - W , ` . � - 3. MESH: AS7M A-185 dtAbE 65 � ' , " ` ° . , A , � � - � - , _ - : F . - ; _ ° � � '� �NVERT IS APPROXI ATE. { _ , ,. , �' r1� CONTRWCTOR TO FlELD VE IFI� , ' R��-�►� - V ; � � �. -' � � � , °4. DESIGN: Aq-.�18=83 BUILDING CODE ASTM C-857 "MtNIMUM STRUC'RJRAL DESIGN LOADING �SE � ' . � ' ;' ' •� , F �".• ' r , � , ELEV�m 74.0' � • r INSTA�. a CON(�E CRADLE FOR � " ` B��� ' � � ' FOR yNDERGROUND PRECAST CONCRETE`UTIUTY S'TRUCTURES_" ' � , ' ` . ° � � ."_• � ` � _ , •' , " ' � ' - ; . 5�. LOADS: H-20 TRUCK•WHEEL WITH 30X IMPACT PER AASHTO � - G�� � , � _ - � = , `` � � � s� �.�' -Zx� �s �r' PIPE BEDDING IN ALL REqONS WHERE , Q � - . { 4 6. FlLL, WITFF CLEAN :WATER PRIOR�TO START UP OF�SYSIEM � � � � ' , ° ,, ,. - ,.,, ' , , - �r , - THE PIPE IS OVER THE F007ER. , , . �Z � - k' , ' . , � 7.� CONTRACTOR-TO StJPPLY dc INSTALL ALL PIPING dt SAMPUNG TEES � .. ' � - :*•"• . ~. • •.' • " - , ` - , � » �, •_.' :•'>.. :.:ti�,. .e. : " " . SEC710N-AA " + � ` ` ' � ' � 8. GRAY WATER ONLY. BLAqC WATER SHALL BE CARRIED BY SEPARATE SIDE SEWERM � - � � 8 MIN � . ;: s• ..-: .,"�:,y� . , , , . - ELEVA710N AND,FOOTiNG ' , , � ' - ; , _ � W Z . j � ` . r - . .. ° � - _ ' �+�w ,r a'm ' , �a qa� �^ 'as•d� • s.� �e a• ' g�o- ^ , , i ` . _ . ' - -. � � - s • w, .�aV: e- r � a `4 w _ .. , . ' � � s�. :e ai. +'� ' * e x � S'' ' . Ki �` 4_ ` _ . � `' � GALLON,GAPAq1Y 33Q 510 750 �1�00 1500 1800- 2500 � 3000- 3500 5000� � - . ' �;`.�_°''��'" r..�, �•::�_ `".` F, ,°= ~` "`• ., '. ' . - . _ , ` _ , , � � . , , _ � ' ° a ' , ,�� � �I: I ;.' f� - � ° � " � � . - - , - MIN 12" ` ^ � � . � .:� , �� PRE-CAST MANHOLE BASE�AND � � ` - � � � < < � � Q ! a - . MODEL N0. 463-SI 464-SI 4113-SI 4114-SI �116�S1 4117-SI 6126-St 6127-SI 6157-SI 6187-SI �PACTED 3/4" � 's �� ' - FlRST BARREL 5EC110N CAST � � " � ` s � hEADWALL AT STORM SEWER �OUTFALL - �� � - � � � 4 . � � -` ' 1 � � �'DIM "A" 6'-0" 6'-0" 11'-0" � 11'-0` 19'-0' `11'-0" - 12'-0" 12'-0" 15'-0" 18'-0" � _ SCREfNED ROCK MIN - ., , . � , � , - � , ' . , � , , , MONOUTHIC PER ASTM-C478 _ , �.T.s , , ��//�� ` t � , w w • r � r � r. � M ► M r • � r • • r r r - ' . ' � ' r I ^ � ' DIM B 4-0 4-0 4-0� 4-0 4-0 4-0 6-0 � � 6-�, ' 6-0 6�0 = - � . , - ' , � , , - � , - � i - , � , . ,. _ � ', WATER ' . . . . . . . . . . . . . � » . . . . . » � - • _, - , - , _ , _ ` - " _ _ ` 4 , ' DIM G 2-0 3-0 3-2 3-2 4-7', 5-6 4-B 5-6 5-4 6-2 - - , , � - , , , , �` . � _ � � � , � � , DEPTH � �» » . » . . » . . . . . . » . . . . » . - ' , . ' ' : " ' ° , ' . � � _ � � - ' � , DIM D� 2-2. 3-2� 3'-4 3-4 4-9 5-8 4-8� S-S' 5-B 6-A� . , : - � , - ' � ' � � � W Z "'�+ ,' z _ � Y � , ` y � . � ALL STORM`INLET8/MANHOLES , _ _ - � � . , • � ' , , - AI_L. STORM INLETS/MANHOLES �" ` � r � DIM rE+ '.;�'�O~ 4���� .3•"'�~ 4���~ g��8~ ���'�r s•��r' I� ���~ ��O~ � ; Y _ � , � . � , , , • , _ , , . . TO HAVE AN 18' SUMP , TO HAVE AN 18" SUMP Q � n" O � I ' , s � � , r r • � � w � r � w r r r • � r r � r � r- . _ �+ „ , � . - - , , DIM F 1 �6 2-6 2-2 2-2 3-7" 4-6 3-6 4-6 '4-4 5-0 , , , , , - , , . , _ , , � . _ < . . LL _ � . , , , , � _ , . � ,, �� ' ' , , ` �VYEIGHT 10.200 11.850 19.575 22.500 26,100 27.300 33.025 34.430� 42.700 63.822 � , ` �. - , , . ` � , ` .` • . , � � ' ,` , . ' � � " � Z ,' F , _ }� N.T.S. N.T.S. • - N.T.S. ' ' H F - , r - , � � � - _ , _ _ � , _ - , . ' , � Z � � _ - . A ., , SAND AND �OIL I PTOR . � . � - � B . ST4R�A , , � s _ -C � STORM HEAQWaLL. , � � D �T'ORM PROFILE CST5 TO HEADWALL_)� � Q- � , � , E � , � , � ' � ` , - ; , , � , , _ _ - ` ,. , , , . . . " , - , `.DANDY BAG� - ` � ' - � ~ � . U ; , , � , _ � ,. ' � -� ` ` 5o'�Mtn.,, ' ` - ' - °' ' � � BEAVER DAM� �� _ . ` , , T , SCALE_ � � � Z f � � - � , 10, MAXIMUM CEN'i�R TO �" MINIMUM LENGIH FENCE POST. , , _ � � � - � - � ' " ' • � � - � -Installation and Maintenance' Guidelines � " ' a N N N � � r DRIVEN A MINIMUM OF 18" INTO . � � , _ . � •3' � . _ Installation��and Main�.enarice Guidelines , � HORIZ 1 20 �W v , v � f , ` � - =---..-.CENhR � �, , , ��Np � . _ .� w , � � �10 � � DQSTING PAVEf�IENT , - � . Installation: The empty�Dandy Bag should �e placed over the grate as �RT- 1 =1� � r. �y O � , - --: �: � � , � _ ,�, � _ .• , Installation: The empt� Beaver Dam ahou�d be placed over the grate as the the grate stands on end. It_ using optional oi1 absorbents; place �=n � , �o . � � ''-°f�' �T"'-� ' �� " � t ` � � � � � �- � ° grate atands on end.. . If uaing optional oil abaorbents• place abaorbent ? a N - $ ���� O � � ' � - ' ��r�;`�s'--�-°:r�' �"r=����'�f��� � �' --�� - ` ` ` � - `��-� � ��---�, � , � , absorbent pi11Qw in pouch, on the bottom (below-grade side) of the � .� , � � ° .- �� (Y. � � �'�-�u��iz,����-; �x��=a�i��;`"--' _ ��"-`�'�• " - � F' - _ � � I 1 , pillox on pouch on the baf.tom (belaw-grade side) of�the unit. .Attach • • $�> e °�=n - � - ` � ` �-�,r,�,Wk-;°�:; �,,~,,<r'`,;�`w`;.� . =;c;,-,:,,;� � • � � � ., > � unit. Attach absorbent pillow to f.ether loop. �Tuck the enclosure flap � � F ,^ , , �;_�;,-,,,,���, < . � ,:.x, , 16' MINlMUM HEIGHT'OF' . ' ,.:«r,�<-, :�.:�::..V_ P P• P . . .J V! },_,�. �. ._ � , .- -�:. absorbent� illow to tether�loo Tuck the_enclosure fla inside to inside to completely enclose the grate. flolding the lifting devices (do o �� o��g ' , - � �R��::c:.t -��'�` " - . ? .' - - _<�`�-' =r �� �" '�;':�_`°'"' GEOTEXIILE CLASS.F -• � � completely encIose the grate. Holding the lifting devices (do not rely, on ' . � � � � r ` � -�°��`-: -��• _ � , , � . not rely on lifting devices to support the entire weight of the grate), d3 a� � ��� � -� " .`""'`. ' �`�.'��`-=' � liftin devices to su o�t the entire wei ht o! the J rate lace the ate , , ff� .I�r � '' � �-.. ..'�;x" �_ - _ ' ' < . J , ,. . p _ , � , , _ _ �'�� . Fliter doth _ � Earth Mounteble Berm (Optional) , into its frame�(atreetp side first), then lower, back d e )�n'th dam int� lace. Place the grate into its frame. �ii v��? w v~i v~i? -� E , _ . � ` ....� 6 MINIMUM DEP1H IN , , , , � � . � , -. � „ - - ` n 8 P ° • � ,ur�„,�� I � � �. � , � � . � , ' , ' � � �, . , � _ , ;''� �,GROUND ,' , - ' _�,' , � " -, - , - , , The Beaver Dam� sho�ild.t�e f partially blocking the curb hood, when installed Maintenance: Remove ail accumulated sediment and debris from� surface ` I ` ' � � , , ' , � , , _ � , s = . , , f ; ` _ . , . , _ , _ , d , � , properIy. � _ � � and vicinity of unit after each storm event. Remove sediment that has " ' , ' J � ' FLOW' - � J � � � ' � ' ` ` - � ' ` � { ' ' . ` ' ' ' accumulated within the containment area of the Dandy Bag as needed. � , � EXISIING 'GRADE , - FLOW� ` _ . , � „ _ _ . +Maintenance: Remove aII�accumulated `eediment and debris from surface and if usin o tior�al oil absorbents; remove and replace� absorbent �illo�r, - ' � (TYP�G°►L � S ` � � � ` - r ,-50' Mln.� • ` ' >�X15�1NG PAYEI�iENT - �cinity of, unit after each� sto�n;even� Remove sediment,that has � � p �--......._� � � . , '� � , � ' _ � '` . , � x , _ accumulated within the containment area of the Beaver Dam� as needed. If when near satur�ion. , DANDY BAG• � uein o tiona l, oi l a baor ben t s; remove an d re lace a bsor ben t i l lov► w hen` PROPOSED 8 0 9 0 � . o _ `_ ,' - PE�SPECTIVE VIEW � � , , � ' � � . M1 , . � . , . • • � g P , P _ P', . � � - � , _ - --------�--� � - near saturation,� FLAP FOLDS OVER �' , �... - , `` _� _ , � , • - ' � . . , TO ENC1A$E GRATE VELCRO , SAND-OIL r a� i �° ' , . � ., ` � - � � , � .- . , - . , . . , _- - , � , _ , , � cwsv� INIERCEPTOR - - 6 p� , l � � z � ' � � .,. , , , - � , � � - , , . � , . ' Q � _ , , , , ' � - � " � � _. _ � � � cx�� • � ' , �� �,� � o0 ` ' � r ' 3s' MiP sTMIE�G'rr�i"'r - , � , _ _ ; '��- � ,' , . �. . _ . ' - " - ,` BEAVER DAM , , x , � PV�� oy� �2 �, ( � " *a . . � ' � .�� � .' _ � � . � ' -� ' . . , � � � . � ' � � � , � , , � ' , , ' �S i � ` � � Fl�� , � � STANDARD FABRIG IS AN OVERFIAW GAP , , OO�G`3 , . 8080 , , - q�, ' � � CLOTH-'� - FENCE POST SECTION p . � , , ' - ' -' ; � ORANGE WOVEN . � _ _ . ' r LiF'PING � " _ .. �-� ' ^ , ` . MINIMUM 20` FL W ' . . , , . . MONOFILAMENT .. . . sTtt/►PS - ` . , . GROUND � � . 2" Cruahed Sceened Rock � ` - � - - , NOV*E1 ENTY O O O O � - N _ � ' , -� � � UNDISNRBED • , V - . " , ` , ` " ' ` - � - , � , ^OF UNIT Q1�Y��0 - ' - o� � : ". . � � t GROUND : � _ ° � . - � _ rnTx cr�►� ` ` � '� � EMBED GEOTEXTILE CLASS F '- ' . . . . � - REPLACE � - � ' .. . � ` 'i�'k�' . , , _ � , - , " - � _�. A MINIMUM OF 8" VER7ICALLY O�O O BOULDERS _ ' � , INTQ 1HEy GROUND � ' FENCE POST DRIVEN A , � _ , � � , , . < < , � r -_ - , •- , � - MINIMUM ��16` INTO , - - . � - "' - � � � � STANDARD FABRIC . '� ', , � , _ � � � , , ' THE GROUND" � " - - ,. �_ ` ` " ° - > �"`_ . . �f� : � . _ . . - ` ' , - , + , , _ ` ° ' ' , 13 AN ORANGE �i/'LQ�SLSV .: / % pfOVEN DfONOFILIMENT � � . O , , %+' + �l - DANDY BAG� �� � ` CROSS SECTI ON S' ' � , • � �` + � � � •r: � � G�� � � ` � _� �� , � - '_ , � t � � .. � � , ' -, . ' _ � ` - - _ , , , , - lAW PROFlLE 1qITH °� � ;.; ` . - •� �, ` , _ - � � M°.� , � O, '3c' . ' , , • � _ i ' , ° _ ` ' _ • , _ ', , , ` GUTTER�FQR �AFE7'Y _ r , �- , * `�`:,�F., CURB AND � ' �ii ,,� •- ° �' _' ,' ,. ! + � o , ° , > POSTS � AND CURB APPEAL. .�' -� � ; .. °0 00 w � o , ` � -„ � � ^ _ � . ' � � _ , ' , � ° 10' Mtrt. , , ` _ GUTTER INLET +'•', •:� � ' } , _, , , , � DE57GN CONFORMS , , W � , _ ' SECTION B ' � - _ . � , '� � y , - � - - 7'D ALL SHAPFS OF � 0+00 - , SECTION A �''`�-�S7APLE ' ' � , , = " , , _ . ' ' � + � r CONCRE'TE CURBS ' N.T.S. � � ,, > � - , _ , , , . � � � ' � � � � . � � ,�I � , , � � � - ` , CONSTRUCTION NOTE� FOR STdB�LiZED�CONSTRUCTION E�IRANCE � � ' , N•T s. - � � � N.T.S. S"�'�M �Q�� ` , Q r .� . , , . STAPLE , , . , _ , , _ , � . � , . - �> o � � �� _ - ' � JOINING TWO ADJACENT SILT - � � ' ' t. � sroNE s�zE�- usE �" CRUSH�D SCREENED ROqC. '_ � . . , • G R ' BEAVER DAM �� ' � H DANDY BAG I SAND-OIL INT. TO HEADW�LL . o , �, � � . � � , , . . - _ , . , � . � _ - � ` ' E= , - � � � � ' � FENCE SECTIONS � " �� - '� z. LENG?H - AS REQUIRED BUT NOT LESS TFIAN 50`FEET. J ` , _ ' , , - . . - ' o ;., • ' V � - ` � � � � ` �'�(� V� , " , , , ` _ � - _ ` � . . � , , , � - ` ' ` , ` ' _ ° � Fber RdIs.�FilterWbom'ers, Muich Rows ' p ' � p � � • � ; � _ . ��� � 3. THIqCNESS - N�T_LESS THAN SIX (6) INCHES. � � � . , . � ' - Z � � t . ,Construction Soecift� ' - � - ' ° > > ' - � � - - � � � This sediment barrler 1� de9lgned for low suirface flows not to exceed 1 cfs for sma11 areas. slope flatter than 3:1 or �hort slops. and ' W � � � 4. WIDTH - 7EN (10) F`OOT MINIMUM. BUT NOT LESS THAN THE FULI, WIDTH AT ,� , � ' � , � : _ . . 2 J where allt fences are not prectTcoble. Strow Wattles can eiso be installed�on contour on steeper sl4pes to reduce surface.'spreod � • � � � � ` - • - . - w a t e r fl o w a n d c a p t u r e s e d i m e n t. Th e f o l l o w T n g t a a b r l e f d e s c r i p t t o n o f t h e S t ro w W a t t l e s. t h e T r u a e s a n d I n a t a l l a t i o n. ;`� ; � C9 � � ` ' 1. Fence posts shali be a minimum bf 36 long driven 16 riminimum into the � P�NTS WHERE INGRESS OR EGRESS OCCURS. , - - ' - � - , SEED; FERT�U�R. MULCH. AND TACKIFIER � �r • � ' � z ' , round. , Wood osts ahall be 11 2" x 11 2" ua�e mTnimum cut. or 13 4" dia. ' . ' ° ° ` - �� " . , '' ' N , � PLACED ON TOP OF STOqCPILE AND . � , _ . d' � � Y 9 P � � � � � � I , , , r , _ � 1. The height of a Strow Wattle ts 9 in. The inatolled heTght is approxtmo�ay 5 -7 in. The standord length of Straw Wattles is 25 � o - '��' � ` � . (minimum) rou�d ond �ahal) be of 'apund�quality hvrdwood." Steet+posta will be � ` , 5• � OF STONETM - ��-�-,BE PLdCED OVER�THE ENTIRE AR�A PRIOR TO PLACING K - , � - ' �ETWEEN STRAW ROLLS _ . - ft.. howev�er other lengths wili be mode upon request. - - , - � � a , 4 ,N � standard T or.U section weighting ,not less than 1.OQ pond per Iinear foot , _. _ , - , � ..- , , . � � • � Y �• O �` , ` .. " - , ' � ' " . r, , , - ' 6. SURFACE WATER -�ALL SURFACE WATER FLOWING OR DI\IERTED TOWi�RD �` ° � . �� , . � _ � � � ` - ' � , � � 2. Straw Wottles can be lnstolled on contour of slopa. wlth a atight downslope angle at the end of aoch row to allow for �low � . � $ Z - .� � , , � ° - ' , z, , , . r � , , , _ - dralnoge during heovy precipttatlon. They can clso`be used at the�top of slopes to prev�ent sheettng over�the edge. and they con be ' 3 3 N �2. Geotextilp shbll be festened aecurely.,to eaCh fence�post with wi�e ties - CONSTitUCTION ENTRANCES SHAL4�BE PIPEQf ACROSS 1HE ENIRANCE. IF � . , . , , � uaed at the toe of slopes. Straw Wottles cen al�o be u�ed r along sldewolks and curi�s end around etomi d�ains and inlets ta provent v t� m � � ' - PIPING IS IMPRRCTiCAI.. A MOUNTABLE BERM WITH;5:1_ SLOPES WIL,L BE x, � � � . ' , . ` �y� ' - � . � ' se+diment ollutlon. ' - ' f ' � � � 00 0 or staples at� top �end�midsecttan and� shall meet the following requirements ` - � � � _ � , � � � f , � , �' P , t , � . " , � - - , , , � PERMITfE0. , i , • � , _ �. � _ p'�-�. . , � , _ � ' " n " • �� � , ° - -o � : ° g� � , , for Geote�ttile tCraas F:� - , � � _ � � - . : , -,� " - 'e " - � � ' ' � . . � pP� � - `� � � - 3. Sfraw Wattlea can be uaed to �eplace ailt fances.'sfraw bole dikea ond sand bag�bo►rfers. ;'t�r �on ciso be placed°!n`�draM�ye w a p � f-'`'• ' � � � � . ' ~ ` ' �� ' 7.' MNNTENANCE -.THE ENTRANCE'S�IALL BE MAINTAINEd IN A CONDIIIQN�WHICH - ' � STRAW WATTLES' � � � � _ � � ` �woles�to �low flows cnd copture aediment they can be used as leviel spreciders�to pr�rent'concentrated flow. and�i� plo�a of eairthen _ � 3 V Z W � ; - � ° j �- f . ' � ' Tensile Strength 5tI Iba/in (min.) ', Teat: MSMT 509 � , WILL PREVENT TRAqCING OR FLOWING OF SEDIMENT�ONTO PUBLIC � . , - , � ' , � - , . � DIA=9". , ' , , - � , berms or dtke�. - ' � , � ' ` � N ¢ w -. ap F- ` a�i, , , , � � ` � Tensile�I�odulue' � 20 Ibs/in°(min.) Test: MSMT_ 509 _ ° ° RIGHTS-OF-WAY. TNIS MAY REQUIRE PERIODIC TpP DRESSING WITH ADDI710NAL r � , , r � � with 1"X1"X2' STAKE � _ 4 � - � ' -` ` ` ' w � = p a ` � � � Flow Rate ` ` D.3 0l. ft, minute mox. Test• MSMT 322 � � ' , STONIE� AS CONDITIONS DEMAND AND REPAIR �tND/OR CLEANOUT OF"ANY, _ � ` _ ' � r , ' 4. Straw W6ttles should be Tnatolled in ehaltow trenches. 2 - 4 in. deep. depending on sop type and °�lope eteepnes9. Dtg'the deeper o o V � o � � � . , . � � - � 9 � � � • - MEASURES USED TO TRAP SEpI�AENT, ALL SEDtMENT SPiLLED. DROPPEp., ; � trench for eoft. ioomy soifs and steepest slope� dig the shellower trench for hord. rocky�a'ps�and gentier �lopes. Usa meddox and � � ° ' ' A ' Filtering Efftciency 757C,(min.) � - , Test: MSMT�322 , � . - WASHED OR TRAq(ED ONTO PUBUC RIGHTS-0�'-WAY�MUST BE REMOVED � , - _ , , , ,shovel to dig the�lrench, throwing excavated �oil to the up htll side to prev�ent run off from unde�uttMg �Fie Wottle. . ° �` � , .s °3 , � ° � �- , < , , , � �� .� , , , , IMMEDIATELY. , � - � .,' � � t ` ` �. � - - " - � -� ' � � ' � � " ` � � - . > :. '� ' �� 3. -Where qnda�of geotextile fobric come together, they shall, be overlapped. * � } � r � ; - � � � , 5. Lay the Wattle in the�trench end atcke with 3/4" X 3/4' X 18" or �4" wood s�akes at ecch �d cnd 4-foot on center. When ,_a . , � - - 5 . , ' 8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT�PRIOR,TO ` _ - . - , installing running lengths. Straw WatUe ends should be buttoned firmly together to prsvent leakpge; and,�scurely etaked together. QQ _ ' } ,fdded and atvpled rtc prove�t sediment bypess. , , ° � � � ` n ENTRANCE ONTO PUBLIG RIGHTS-OF�WAY. YYHEN WASHING 1S REOUIRED. I�,*- ` _ DaSTiNG = " - � � � • - � � NOT OVERLAP. � � ' - , . ;,� , ; ° , � .. � - , . , - ' " , . , - SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND VYHICH DRAINS. � , , ' ' GROUND . ,. , , � . , ` " , � ` � � SH EET , ° , -� ; , _ ' " � � 4. 5ilt Fe�1Ce 8h011 be inspected after each rainfal! e+rent or�c� malntalned when ' ; t INTO AN APPROVED SEDIMENt TRAPPING DEIACE. 4 ` ` 3 ` ., • , ; , . t , � - 6 When used en sl�sa. Strow'Wattles do not�reauiro removal and can tie abandoned in nlace. •'Hnwe'ver_ vfien uaed for tem�orarv f,' � `-ca . � r bulge� oCCUr or when sediment�eccumulction reach�d 507G of the fabric height. �� ; g, PERIODIC INSPECTION�AND NEEDED'MAIN'IENANCE SHALL=BE PROYIDED AFTER • - � ' � � _ '� ` i � , � � � � � � f �� ' � , N.T,S. y `{ ' ' . � - 1 ' � . ' N.T.S. � EACH RAIN.' - ' , . - � , - ' N.�.� , - . y y � � ' � � 7. Wattles tnstolled on alopes thot are ateeper than 2:1 shall be spaced ot 1Q' tnterv�bls rather than-20' tntev�als. ; � F , . _ � _ • , ,� . .. � � . , � ' , , ' ' _ � • � , � � a � . _ , � _ . � _ . . ; , . - E _ - ti �s��-r� �n� aErAn.. - - .. - F . s�- �no►�� � . s�,w warn�s . . . . �� � ��� � �� � � � - � � � . , � � „ _ � � . . - , . . � . � , _ . � z � _ . � , , . _ . _ . . , , � . . � , t � � , . s � - � n �_ _ �_ � _ � _. _ �_._�� ___�.�. i, : � . _ � ' _' , . � , , � � , , , ' � � �r,� . � � � �- , � � . ' � � - , , " - , , " � , � , " ` � � , � � � � � r � _ 7 � _ � , " . � ' ' , , - . .". � � �. � - , . ' , , _ ; , - _ � � , .,� � � . � -, . . . � � � ' � . � � � � - �� , � , �, � � � � � � �� �� . � _���� : „ � ` � � . ��. � � _ � � _ ' � . , � . , � ,� � LEGEND - � . tJ � ' - . � _ , � . - . � . . � . . � � � , � � - ��� . . � � � - � . � � � ��� ,��Y ���T WIIIIIIIIIIIIIIIIIIIIIIIII z � ° . , _ . � , r _ � , - . . , � � �. t I ` , F = . � . . , ��� " _ ° , m � , ,, � - _ , � ' � � } y . , � - . � "�.«......'.,�"�+'' " , , , . ` _" } , ' ' ' ` , ` ' , ��� ' �- . -� , _ ; � ,' , � � ' _ , ' ' , PE , PE PROP06ED ELEC7RIC , - pn� � , a � i . � { M _ ' .. ^ t ` t A 1 L r ' +„y '#_ ' - � r � t' � e C ` ' ` ` � � f � , �'�"''� � , , . � �'" ��`, � , � . �, , � PSS PSS PROPOSED SEVYER SERVICE ��D w � _� - ,. , � ° � _ , ` " �- � � � . ' ' ' � ' r � . < * , " ��`�`� ., � . , �" - v ,+ � PRW- PRW PROPOSED RAW WA7ER • • , � Z •o� � � , " , � , � � � , �- - , � , � � _ - " � _ , � . �_ - C , - . .< , d� . , . . . � ��, � , � . , , , . , . PES �s �oPOSEU �c�c sazHC� �g _ � _ � , � � -. _° , , _ , _ , . v � - • b , . r , . _ , . ��- � . � , � _ � � � _ , � , � , , , � � Y��. , � � . . � � �� , . � � . . � , , . . - - , ���+y'�p.� E _ - ��,,..� - , _ , Pa+� � r�oPOSm'ov��►u a.�c�c ��� ��� W (/�� _ y � i ° 1 g � _ � '� i � � *' � � . ' t � _ I � t in*j ^ - ' +'4 . _ - � T . + � � a �` � �E'� > - � ' . � � "' � �. . � � . . � -� -�� � � � � _ � - . � - _����,� _ . � . . , , T r , T � - � � _ , , � ��. ¢ � , . .- - . - � , � � , . , � �� ��� ��� P� IIIIIIII Illf W � , . , � � '' �.:. �-� � - `r.�'�`"� , - , . � , ,+ ' ` � " �, � ' � � ' , , , , � �� - , � � _ � _ @ PROPOSED ELEC7RIC UMI-351. VAULT Z, ��� . . , , ua < < _, . . , '���. , r�.` . . ✓ , _ � _ 3 N ' ' ., " , , � � , , ' " � � � _ , . _ � , , � � � � , , . � � ; � �� � .. ` ` ' � , - -. _ � " �. ���„ , � � ' ' � , . - _ . � PROPOSED TR/1NSFORMER � �I��I � ��n , � o . ` . ° A' �` . . . . 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( � � ! f ! i � � GGM�AGT�17 �!-�GKFILL II ! ,��� ��I--� 4 , ,�� l � � � , ) , � �r��or�r� �o t�e l�a�c���c� z �►��r ��.��t w i I { �`z5U i L rn Go►�t�aG �o� s � �a�R i �t _ � � � , � y � f '—� � � EfE { � � , � � � � {_� { � ,�� . ��- � , ; ; to ►�� �o�a�e tr�e �c��er ►� �s . I I I-f I l I { I I I t f 1= — � _{ � ! � ( I � � (� ' '� — c r- I !.� � . , � � � T � � �� ���� ! � { fll f I � .-! il I ! � ,- NOT� iNS � A.�_ G40i�tN I __ GOM� �iG�ED ��GK�ILL C4 , .�/O t`��t wil Iful f� p�o�eec Y�1 !��'1 GOI°��tf UG'�IOrI �S ��SC�I'�PG� W�21'1 i� i�,l �t�V�OL� 3X ROOTBALL i�[�DT , . ( � � � � � , I � � � � � � � �— UN�15�L`RBED SOIL � �� � W • �i'1Gt Ut°1�GI'IOWI'l Oc�S�I°'UG�GIO►�5 a►'ldiOr' �'�G�e ���fi �v�'el°1G�5 PX �St �f°�G7t rj�ay �Ot SG�RirY Si�ES SURRO'JNDIWG F�NcSrl �:!��� _ I ! 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Z W U Gc�r�t�a��o� s�c� li r�e r�s orsi�le for anu �oo►�d►��tion wit� �����c=r�t►�a�tor�s ��� ��� � ( �1 (-- ' p � 5 reG�V ireG� �'�O C�GGOr'r� ( �Sn GO��L�"����►On O er'�LM0�5 . � v ) r— O or otner ��r�er�a l G�r�tr a��c�r�s e� � G p � � � � zo ' r ► ation s IezVir� � � �2�fer �o ir� �aatior� c,�ro�inas for rea�ui�ea ir � g. � � �� Oz � � � � _ � ���e {oca��on of �eat��r�� to �e �or�stru�te� ►�ot s�e� if ►�e� I I� e��r�r��nsiored „ � ,.,� ' '����r�ir��d bu s�a►e . � f �or�f 1 ►�ts a►�;se �r� f ►� Id, �ont��t t�e 3 LaYcR Gr MU�GH -��� S���s � �'�'1 t�P C� �� � �C�Nt t'�,��R!!N� ��Slh �-4" �� � � � 1���G�c��� ����ite�t �for r�esoiutiar� . �� ��L �QOUKC ��-r R�NfOVE �T END ; � o� ��ir�-rF►�;�►�c.� P���an — � � � , . , I �e�er t0 �t�G�l�'G�G�U�C� ) ara��in�s �or �a►�ouL �n� Di►rr�e�s �or�s . , e�c.K���� ��� v��-�+� Q��uT���--� � i � E � SOlL MlX SEE SPcGS , �ir�er°�s ior�s ar�d �o�f iaura�iors of �or�stru�t ion a= ex isti►�g �ond i�►or°�s a�e I . L�oG�t ior� of a l I t�ees sha l ! be s�aked by tf�e �or�t�a�tor c�ne� �ppr�oved by �r�e ��►��s�pe �r�r�ite�t - � 4��,��9� � - � , ��see� o� �:�� �e�t a�ai {aole i►��ro�rr�r�tion. T�� Go►�t�-a�tor s��c� li �e►�if�{ ail exi�tir�c� �tis-r��� �' °° � ` �- r°ae�in fai�ri�atin ot�erw►�e inGc�rri� ����<�, �r�d/or- G�Oi�IN 2�� ble��e�er�t a�d sha e of I�r�ti� be�s s�all b� ��� , ��w�d b the L.G���SG�t�� �rGF°11�eG� ! �o�d it ro�s p��or �o o g, g, � � . �xc��t . �? , p 9 , , � � � ► � ; �or�p {etion of snop drawing re�►ew . F�G dC�°'° ��ior ��o ir�s�a{ ►c�t�on of ��r�c�ation sprau he��s. S�-�r-��s �r°� �r�eir� �ot� si�all be p ����e� r�� revEew ; ; � � � ' i ' for n�a�-.ural rur�o�f of wa�.er wit�o�t iow 5 ots _ I � � , , , " 1 ' � ir°i �sr��d r�c�d�s sr�al ! rov ae , p . �. � I�r�t r�e�r�es a�e ar���eYia��a on �r�e d�arvir�c�s . �ee � �a►�#; list for �e�� r�r�d � I�ssifE�c�t�on. p� r�telu a�d roYiae a r�i►�irnur�n �% a�d �ax�r�ur� I � � " � - � ! � ' ' O�' t�OG�G��S . ��`� � I�Y�! t ���5 �GGV � i �% �'C.�� I�t'lt U�1 ��55 O��'E��'Wt�e t�lOt�G�� �OS �IVe C�t�Gilt`1C�Q� St`�G� C � '�GGUt� C�WC.�y �t`'O�'1'1 �° �'� ��� = 4. �efer t0 ��'O ieGt MC�t�UG { rOt" ��G�`1�11GC� � SeG'G�O�S, C�e`��CII !S, C� C� GO►`1C�It(O►�S �OY��'t�i�1C� t�li5 V�10�'�. � � � , � . � I { �� I I I J �uildi� s ar�d �m ro��r�ner�ts. Not�f tne l�ar��s�ape �►°'GniteG� of� ar�y _ '_ I ' � � � � y � ( � �}, }. T; f .�� I f I � � r� exts�in si�e ir��►�oYer�►e���s a�d util ities a !�-eadu instal led pr°�ior � � 15Gt��p�t`1G ��S r�efo�e �t�►�ti►�r� wor�. I �. �er �f� ►o..at►o�s of ai ( ���t��e t � , , � � � � �i t 'r.�e f o I (�wed du� �o s ite �or�d it ior�s ,� �. � � - � — � ( I to Gomrn��Gin {ar�tin war�. If a�� ���-t of th�s � lan �� o , o ; � g p g � � �#d Id �ir�isf�ed �raae� (�op of mu I�h) f or s�r►.��s and �rour�d�over ar�as I " I M ( �ontaGt the �an�s�ane �r�h�teGt f or i�S�r�G�IOt°t� pr� �or tc�' GOI'1'l�i`1��1G It�G� wor�. � � , ' ` . ` I s� ot'r►er��v �se r�vted � � � W � or� of adJa�er�t pa�emer°�ts, �ur�s, rea�ers un � E�elow � � I � r� tr�e d�a,�ir� s � � ' ( l ` I I � I I � . �Ic}r�t �uar��ities s!��rboli�all si°nown or� nlar� �a�e p�e�eder��e oYer written irstru�tions . � � � � .� � � � GOM°AGT�D ��GK�ILi GR � � ( I I I I { � � , J . � � � i � � � o, o��!o o E , , � u���sTVe��� so�� � � � { ( M � ( � � � ! 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TITLE � � � �`��� G-100 COVER SHEET, LOCATION MAP SHEET INDEX , VAIL WIIV�P S-100 STRUCTURAL N�TES, SYMBOLS, AND ABBREVIATIONS �� LOCATION ' S-101 STANDARD DETAILS . / o soao �o,aoo � S-102 FOUNDATION PLAN S-103 TOP SLAB PLAN , , , SCALE IN FEET S—�O4 SECTIONS SNOWMAKING PUMP VAULT LOCATION s-�o5 SECTIONS S-106 INTAKE STRUCTURE � S-107 RETAINING WALL PLAN & SECTION �"� M-101 VAULT DRAINAGE PLAN & DETAILS H-101 HVAC PLAN E-100 ELECTRICAL SYMBOLS &ABBREVIATIONS, LIGHTING SCHEDULE, AND CONTR4L DIAGRAM E-101 ELECTRICAL SITE PLAN E-102 POWER AND LIGHTING PLAN a� N 3 v 0 0 � � aTi rn c �m ... � � � � J Q ,_ LINE IS 2 INCHES , EXTERNAL REFERENCES " REVISIONS FILENAME > � � � r =� oo R � ��pFESS�pN ;„� k � SN0INMAKING PUMP VAULT G10d.dwg � AT FULL SIZE TBLK dwq �. -. •« � . ��Na�����:.�, � I ' I � ' Q q ZONE REV DESCRIPTION BY DATE APP �""� ', � ,�, N QF NOT 2"-SCALE ACCORDINGLY) •' " � � .;. � � �,0 <<c a�s•��F � , ��'`" BC PROJECT NUMBER '�' ' �� 25214 � �n • ' , .. �� DENVER COLORADO " ��'��m "�¢ �c' ��� , f4 � '-��Y�. J ..�y�.� F``' p • �, �'�"" `" � �� GENERAL CLIENTPROJECTNUMBER � � � DESIGNED• WGR : 29074 �'�� � �, �4��, �° � �,'< x ' �� F a�., �Nr I�y� �4 o� � DRp+WN• o� �� 0�.� �' DAV1D A. ERS � '�� � ,�', +"�� � �� � ��.: �. KRK � DRAWING NUMBER � � �I °'•. - I .••' �`� i7442 '� Nj SUBMITTED' pROJECT MANAGER DATE• CHECKED S� �s`S��NALENG\` l � TI TLE SH EET � o° C H E C K E D D A M �+ � ��6�� � ,� , , G 1 0 4 �v APPROVED DATE� APPROVED' S T R U C T U R A L I T E E I p S O P�L Y '�qT�OF Go�QRP O G l e n L y o n S n o w C a t B r i d g e P r o�e c t SHEET NUMBER � � BROWN AND CALDWELL OF a q g C D E F G H I J K L M N O P � -- A B C D E F G H I J K L M N O P a � GENERAL � C3. DESIGN STRENGTHS C10. STANDARD HOOKS ALUMINUM SYMBOLS � G1. SCOPE A. CONCRETE, Fc = 4000 PSI ULTIMATE COMPRESSIVE BARS ENDING IN A RIGHT ANGLE BENDS OR HOOKS SHALL THESE NOTES ARE GENERAL AND APPLY TO THE ENTIRE PRO- STRESS AT 28 DAYS AND AS OTHERWISE SPECIFIED. CONFORM TO THE REQUIREMENTS OF TABLE 1 OF ACI-315. ° JECT EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO B. REINFORCING STEEL, ASTM A615, GR.60, EXCEPT FOR A1. APPLICABLE CODE � o THE CONTRARY. TIES, STIRRUPS, AND BARS NOTED ON DRAWINGS TO BE C11. SLOPING SLABS ALUMINUM CONSTRUCTION SHALL CONFORM TO THE LATEST A C. PAVEMENT (SECTION) FIELD BENT, WHICH SHALL BE GRADE 40. BARS TO BE MONOLITHIC SLABS WITH TOPS THAT ARE SLOPED SHALL HAVE EDITION OF THE ALUMINUM CONSTRUCTION MANUAL OF THE G2. APPLICABLE SPECIFICATIONS AND CODES WELDED SHALL BE GRADE 40 OR ASTM A706. BOTTOMS SLOPED THE SAME AMOUNT, MAINTAINING A ALUMINUM ASSOCIATION. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE 1997 C4. CONCRETE COVER UNIFORM SLAB THICKNESS, (UNLESS OTHERWISE SHOWN). A2. MATERIAL � ,,,x,��� ROCK OR GRAVEL UNIFORM BUILDING CODE. THE ABOVE SHALL GOVERN EXCEPT CONCRETE COVER FOR REINFORCING BARS SHALL BE AS C12. GROUND SUPPORTED SLABS UNLESS OTHERWISE INDICATED, STRUCTURAL ALUMINUM �/VHERE OTHER APPLICABLE CODES OR THE FOLLOWING NOTES FOLLOWS WITH MINIMUM COVER OF ONE BAR DIAMETER: CONCRETE SLABS SUPPORTED BY GROUND UNLESS SHALL BE ALLOY 6061-T6 OR 6063-T6 AS SPECIFIED IN � NATURAL GROUND ARE MORE RESTRICTIVE. ,� � ����������.� A. CONCRETE CAST AGAINST EARTH - 3 INCHES. OTHERWISE NOTED, SHALL BE 4 THICK REINFORCED WITH 4x4- ASTM B-308 ��� OR FINISH GRADE G3. ALTERNATIVE DESIGNS B. CONCRETE TO BE IN CONTACT WITH LIQUID - 2 INCHES 6/6 WWF AT MID-DEPTH OF SLAB. USE 3/8" THICK PREFORMED A3 ALUMINUM IN CONTACT WITH CONCRETE � THE STRUCTURAL SYSTEMS AND DETAILS ON THESE PLANS UNLESS OTHERWISE NOTED. RESIN BONDED CORK JOINT FILLER TO ISOLATE THE SLAB FROM =1=11i II=1� COMPACTED BACKFILL � C. CONCRETE TO BE IN CONTACT WITH EARTH �R WEATHER. CONTACT WITH THE STRUCTURE ALONG ITS PERIMETER, (SEE WHERE ALUMINUM IS IN CONTACT WITH CONCRETE OR MASONRY =I=11 �'' ARE THE PRIORITY DESIGN. ALTERNATIVE SYSTEMS AND SURFACES, CONTACT SURFACES SHALL BE COATED WITH HEAVY DETAILS MAY BE USED IF THE CONTRACTOR SUBMITS PLANS 1. BARS GREATER THAN #5- 2 INCHES. STRUCTURAL DRAWINGS). , WITH SUBSTANTIATING CALCULATIONS AND TEST DATA, AND 2. BARS #5 OR LESS - 1-1/2 INCHES. ALKALI-RESISTANT BITUMINOUS PAINT. IF THE ALTERNATIVE PLANS ARE ACCEPTED BY THE OWNER. D. CONCRETE N�T TO BE EXPOSED TO GROUND, WEATHER, C13. CHAMFERS STEEL OR ALTERNATE DESIGN REVIEW SHALL BE PAID FOR BY THE OR LIQUID. EXCEPT AS OTHERWISE REQUIRED, EXP�SED CONCRETE PRECAST CONCRETE STAINLESS STEEL CONTRACTOR. 1. BEAMS AND COLUMNS - 1-1/2 INCHES. CORNERS AND EDGES SHALL HAVE 3/4" CHAMFERS. 2. SLABS, WALLS, AND JOISTS - 1 INCH. RE-ENTRANT CORNERS SHALL NOT HAVE FILLETS. PC1 DESIGN a � G4. DIMENSIONS ALL PRECAST CONCRETE MEMBERS SHALL BE DESIGNED BY d s ° CONCRETE STRUCTURAL DIMENSIONS CONTROLLED BY OR RELATED TO C5. MINIMUM REINFORCEMENT STEEL THE PRECAST SUPPLIER TO THE REQUIREMENTS LISTED ° � p 00 MECHANICAL OR ELECTRICAL EQUIPMENT SHALL BE VERIFIED CONCRETE CONSTRUCTION SHALL BE REINFORCED ABOVE AND SHOWN ON THE DRAWINGS INCLUDING DEAD � � °° BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONCRETE EXCEPT WHERE PLAIN CONCRETE IS INDICATED LOADS, SUPERIMPOSED DEAD LOADS, LIVE LOADS, ON THE DRAWINGS. UNLESS OTHERWISE NOTED, MINIMUM ST1. APPLICABLE CODE EQUIPMENT LOADS AND TRANSPORTATION AND PLACEMENT G5. PROVISIONS FOR EQUIPMENT TEMPERATURE AND SHRINKAGE STEEL SHALL BE PROVIDED STEEL CONSTRUCTION SHALL CONFORM TO SPECIFICATIONS PRECAST CONCRETE LOADS. LIVE LOAD REDUCTION MAY BE TAKEN WHERE DETAILS OF MECHANICAL AND ELECTRICAL EQUIPMENT IN ACCORDANCE WITH ACI-350 LATEST REVISION. MASS AND STANDARDS PRESENTED IN THE LATEST EDITION OF AISC PERMITTED BY THE CODE. COORDINATE WITH THE EQUIPMENT • SUPPORTS, ANCHORAGES, OPENINGS, RECESSES, PIPING, AND CONCRETE SHALL BE REINFORCED WITH #5 @ 15" EW STEEL CONSTRUCTION MANUAL. SUPPLIER EMBEDMENTS NOT SHOWN ON THE STRUCTURAL DRAWINGS MINIMUM IN ALL FACES, EXCEPT AS NOTED ST2. MATERIAL PC2. CONCRETE STRENGTH MORTAR, GROUT BUT REQUIRED BY OTHER CONTRACT DRAWINGS SHALL BE � OR PLASTER PROVIDED PRIOR TO CASTING CONCRETE. C6. ADDED TOP STEEL IN SLABS, EXCEPT AS NOTED ON DRAWINGS STRUCTURAL STEEL ROLLED SHAPES, INCLUDING PLATES AND ALL MEMBERS SHAL� HAVE A MINIMUM 28-DAY COMPRESSIVE , WHERE BEAMS OR WALLS ARE PARALLEL TO MAIN REINFORCING ANGLES, SHALL BE ASTM A36. CYLINDRICAL SHAPES SHALL BE STRENGTH OF 5000 PSI. ~ G6. CONSTRUCTION LOADS IN SLAB, PROVIDE #4 @ 18" TOP OF SLAB NORMAL TO BEAM OR ASTM A53. TUBE SHAPES SHALL BE ASTM A500, GRADE B. - �'- STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS WALL, AND EXTEND BARS 2'-0" BEYOND FACE OF BEAM OR WALL. ERECTION BOLTS SHALL BE ASTM A307. ALL OTHER BOLTS, �� . ° �' REINFORCEMENT WHEN SLAB IS ON ONE SIDE ONLY, TERMINATE BARS WITH INCLUDING ANCHOR BOLTS SHALL BE ASTM A 325. STAINLESS MISCELLANEOUS ABBREVIATIONS °' � ' ' IN SECTION ON COMPLETED STRUCTURES. DURING CONSTRUCTION, . • STRUCTURES SHALL BE PR�TECTED BY BRACING AND STANDARD HOOK ON SIDE AWAY FROM SLAB. STEEL SHAPES SHALL BE ASTM A276, TYPE 316. a � BALANCING WHEREVER EXCESSIVE LOADS MAY OCCUR. C7, EXTRA ACCESSORY BARS IN ADDITION TO NORMAL A.B. ANCHOR BOLT ACCESSORIES USED TO HOLD REINFORCING STEEL FIRMLY IN ST3. WELDING ANCH ANCHOR G7. DESIGN LIVE LOADS: POSITION EXTRA ACCESSORY BARS SHALL BE USED AS WELDING SHALL BE DONE BY A CERTIFIED WELDER IN BLK BLOCK A. FLOOR/ROOF AREAS- FOLL�WS: ACCORDANCE WITH AISC AND AWS CODES FOR ARC WELDING B.F. BACK FACE 1. MAIN LEVEL EXTERIOR SLAB ON GRADE AREAS - 150 PSF A. IN SLABS #5 RAISER BARS AT 36" O.C., MAX. TO IN BUILDING CONSTRUCTION. B.O.F. BOTTOM OF FOOTING cfl OR AASHTO HS20 TRUCK LOADS, WHICHEVER IS SUPPORT TOP REINFORCING STEEL. ST4. ENCASED STEEL CMU CONCRETE MASONRY UNIT � GREATER. CONC CONCRETE 2. MECHANICAL EQUIPMENT ROOMS - 150 PSF. B. IN WALLS WITH TWO CURTAINS #3 U OR Z SHAPE STEEL COMPLETELY ENCASED IN CONCRETE SHALL NOT BE CONT CONTINUOUS SPACERS AT 6 FEET O.C., E.W. GALVANIZED OR PAINTED AND SHALL HAVE A CLEAN DBL DOUBLE CROSS REFERENCING SYSTEM B. GRATINGS, CHECKERED PLATES, AND HATCHES - SAME C8. UNLESS INDICATED OTHERWISE,ALL REINFORCEMENT LAP SURFACE FOR BONDING TO CONCRETE DWG DRAWING ' LOADINGS AS ADJACENT FLOOR AREAS. SPLICES SHALL SATISFYTHE LENGTHS IN THE FOLLOWING EA EACH C. STAIRS - 100 PSF. TABLE. LAP SPLICES FOR WHICH THE FOLLOWING TABLE IS ST5. HEADED ANCHOR STUDS (HAS) EF EACH FACE HEADED ANCHOR STUDS SHALL BE ATTACHED TO STRUCTURAL EL ELEVATION • D. WALKWAYS - 150 PSF. NOT APPLICABLE SHALL BE AS SHOWN ON THE DRAWING OR ELEMENTS WITH A WELDING MACHINE APPROVED BY THE STUD ELEC ELECTRICAL 1. SECTION CUTS ARE IDENTIFIED AS FOLLOWS: E. WIND - 80 MPH. EXPOSURE B UNIFORM BUILDING CODE. SHALL BE REFERRED TO THE DESIGN ENGINEER FOR MANUFACTURER IN ACCORDANCE WITH THE MANUFACTURER'S EW EACH WAY � SECTION NUMBER � F. SEISMIC - ZONE 1 UNIFORM BUILDING CODE. DETERMINATION OF THE REQUIRED LENGTH. WELDING SPECIFICATIONS. EWEF EACH WAY EACH FACE �,c� G. LATERAL EARTH PRESSURE LAP SPLICES SHALL NOT BE MADE AT POINTS OF MAXIMUM FTG FOOTING G2 DRAWING WHERE 1. EQUIVALENT FLUID PRESSURE = 50 pcf ABOVE EL 8075. STRESS AS DETERMINED BY THE DESIGN ENGINEER. LAP SPLICES SECTION IS SHOWN 2. EQUIVALENT FLUID PRESSURE = 90 pcf BELOW EL. 8075. FOR CONTINUOS SLAB OR LOGINTUDINAL BEAM BARS SHALL ELEVATIONS GRTR GRATING � H.A.S. HEADED ANCHOR STUD BE LOCATED IN THE MIDDLE 1/3 OF THE SPAN FOR TOP BARS E1. VERIFY EXISTING ELEVATIONS HORIZ HORIZONTAL AND CENTERED OVER THE SUPPORT FOR THE BOTTOM BARS. HP HIGH POINT 2. SECTIONS ARE TITLED AS FOLLOWS: G8. DRAINAGE SURFACES ALL ELEVATIONS NOTED FOR EXISTING CONSTRUCTION ARE SLOPE DRAINAGE SURFACE UNIFORMLY TO DRAIN. SLOPE WALLS AND SLABS-LAP SPLICE SCHEDULE FOR GRADE 60 REINFORCEMENT APPROXIMATE. LT LONG � -+-- SECTION NUMBER SHALL BE 1l4" PER FOOT EXCEPT WHERE NOTED OTHERWISE (ALL LENGTHS SHOWN ARE IN INCHES) LP LOW POINT S ECTI ON G2 �_ ON THE PLANS BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 E2. VERIFY EXISTING DIMENSIONS DRAWING WHERE MFR MANUFACTURER SECTION IS CUT `t STRUCTURAL DIMENSIONS RELATED TO OR CONTROLLED BY MTD MOUNTED �' G9. FLOOR DRAINS REGULAR BARS 16 16 19 23 33 37 46 57 68 3. DETAILS ARE IDENTIFIED AS FOLLOWS: SLOPE FLOOR TO DRAIN AT ELEVATIONS NOTED SEE 2" COVER EXISTING STRUCTURES SHALL BE VERIFIED IN FIELD BY THE NPT NATIONAL PIPE THREAD � ( TOP BARS 16 20 24 29 42 48 60 74 89 CONTRACTOR PRIOR TO CONCRETE WORK. OC ON CENTER A. BY NOTE: "SEE DETAIL B/M5" MECHANICAL DRAWINGS FOR SIZES AND TYPES). REGULAR BARS 16 16 22 31 50 62 76 92 108 R RISERS 1" COVER REINF REINFORCING -- B IS DETAIL LETTER � G10. FOUNDATION DESIGN TOP BARS 16 20 29 40 64 81 98 119 141 FIELD VERIFICATION OF EXISTING CONDITIONS RND ROUND FOUNDATION DESIGN IS BASED ON RECOMMENDATIONS SF SQUARE FOOT -- M5 IS DRAWING WHERE , . OUTLINED IN THE SUBSOIL STUDY PREPARED BY GOLDER LAP SPLICE SCHEDULE NOTES F1. GENERAL SIM SIMILAR DETAIL IS SHOWN ASSOCIATES PROJECT 033-2126 DATED DECEMBER 24, 2003. A. CONCRETE IS NORMAL WEIGHT CONCRETE WITH A MINIMUM DIMENSIONS AND ELEVATIONS OF EXISTING CONDITIONS S.O.G. SLAB ON GRADE B. BY CIRCLING AREA TO BE DETAILED AND LEADERING CONCRETE COMPRESSIVE STRENGTH=4000 PSI. ARE SHOWN FOR BIDDING ONLY. SQ SQUARE OUT TO AN ENLARGED DETAIL OF THE CIRCLED AREA. C4NCRETE B. MINIMUM BAR SPACING IS 6 . STL STEEL M C. A TOP BAR IS A HORIZONTAL BAR WHERE MORE THAN 12 F2. VERIFICATION REQUIRED SS STAINLESS STEEL 4. DETAILS ARE TITLED AS FOLLOWS: C1. APPLICABLE CODE INCHES OF FRESH CONCRETE IS CAST DIRECTLY BELOW THE CONTRACTOR SHALL THOROUGHLY INSPECT AND SURVEY STRUC STRUCTURAL DETAIL LETTER BAR. HORIZONTAL WALL BARS ARE CONSIDERED TOP BARS. q ...� CONCRETE CONSTRUCTION SHALL CONFORM TO THE LATEST D. FOR EPDXY-COATED REINFORCEMENT, MULTIPLE THE EXISTING CONDITIONS TO VERIFY DIMENSIONS, ELEVATIONS, T&B TOP AND BOTTOM DETAI L EDITION OF THE ACI 301 SPECIFICATIONS FOR BUILDINGS. ETC. WHICH AFFECT THE WORK SHOWN ON THE DRAWINGS. T.O. TOP OF �2 DRAWING WHERE TABULATED VALUES BY 1 5 FOR 'REGULAR BARS'AND 1.3 FOR T.O.C. TOP OF CONCRETE DETAIL IS CALLED OUT C2. REINF4RCING STEEL DETAILS 'TOP BARS'. F3. REPORTING DISCREPANCIES ALL DETAILING, FABRICATION, AND ERECTION OF REINFORC- E. LAP SPLICE LENGTHS FOR BEAMS SHALL BE AS SHOWN IN THE REPORT ANY VARIATIONS OR DISCREPANCIES TO THE OWNER T.O.G TOP OF GRATING 5. KEYNOTES LISTED ELSEWHERE ON THE DRAWINGS ARE ING BARS, UNLESS OTHERWISE NOTED SHALL BE IN ACCORD- TABLE ON THE STANDARD BEAM ELEVATION. BEFORE PROCEEDING. T.O.S. TOP OF STEEL BALLOON CALLOUTS 3 ANCE WITH MANUAL OF STANDARD PRACTICE FOR DETAILING T O W TREADSWALL N �° REINFORCED CONCRETE STRUCTURES, (ACI-315), LATEST Cg. RESTRICTED BAR ANCHORAGE 1 Q TH THICK � EDITION. IN CASES WHERE REINFORCING BARS CANNOT BE EXTENDED TYP TYPICAL �� AS FAR AS REQUIRED DUE TO THE LIMITED EXTENT OF THE VERT VERTICAL � � ADJACENT CONCRETE STRUCTURE. THE BARS SHALL EXTEND W WIDE Y y AS FAR AS POSSIBLE AND END IN STANDARD HOOKS. WWF WELDED WIRE FABRIC � Q LINE IS 2 INCHES EXTERNAL REFERENCES � Op RE �pFESSIp REVISIONS FILENAME ' ' ' � � � ' AT FULL SIZE TBLKdwg �..•••�•• �s o4 bR� ���T= � ,�. SNOWMAKING PUMP VAULT `� � � {IF NOT 2"-SCALE ACCORDWGLY O; � F ZONE REV DESCRIPTION BY DATE APP �,;,�;;��������"� �` `���� s r��F����"�'`'�.���°-�;� S100 dwg tn � �.�� �C� 'fs� �:" ��' � r �,��.,�, � '�°�+�;�� ��.��- N � v Q` ,�i 2��..'"'� ��",�� ��,'�,`�zi%: y-t� w BC PROJEC U � N �� �:o � � �����'��"�-'°,�` ��� _ _ � ���;°��;, STRU CTU R AL 25214 MBER � n. V Q �; .;��:_ �� �:rd. -C DEN ER, COLORAD DESIGNED wGf� ; 2� c� m �"�''�, r � � �' �� '�'Y' � � ; a4 W DAViD A. ERS "' f'.;;�b����^".��' .� MM� � � •� �'���, CLIENT PROJ CT U ,,�/ , E N MBER �;' � DRAWN. KRK �o.��l IJ� ��� � � �����,�^,`�� ��� ��' :R;a� ' rr o �� SUBMITfED• DATE CHECKED S� �SS�p"��E��'��, �7�� DRAWING NUMBER N� PROJECT MANAGER CHECKED DAM "A` �,. ����� o � S TR U C TU R A L N�TE S, S YM B 0 LS, _ N � STRUCTUR�!lTENiSONLY �4r Q,O . . S ��O � v APPROVED gROWN AND CALDWELL DATE APPROVED �OF COLO� Glen Lyon Snow Cat Br�dge Pro�ect AN D A6 B R E VI A TI 0 N S SHEET NUMBER o. OF A B C D E F G H I J K L M N O P � A B C D E F G H I J K L M N O P � E .n ° NOTES 51 U HUUK UI-z ° AS NOTED ON J > ��p�� THE DWGS. 1. TYPICAL HORIZONTAL WALL CORNER AND INTERSECTION ° REINFORCING LAYOUT IS SHOWN TO AVOID CONGESTION AND ����� � o � PERMIT PROPER PLACEMENT. FOR SIZE AND SPACING SEE PLANS. NOTE NOTE NOTE ALL HORIZONTAL REINFORCING AT CORNERS AND INTERSECTIONS - - SHALL BE FABRICATED AND INSTALLED WITH SPLICES LOCATED 3 3 3 1/4" DIA. WEEP HOLE, LOCATED 4�� \ z "A" BARS _____ P A R A L L E L WITH CENTERLINE OF � , � MIN. d^�. � � � WHERE SHOWN REGARDLESS OF BAR SIZE AND SPACING. "B" BARS • - -- '— ---�.___ . • ----J HANDRAIL, (ONE SIDE ONLY) � I EDGE OF 2. WHERE THE CORNER OR INTERSECTION REINFORCING SIZE AND ' ' �------ ----_�--- - -----`____ CONC. SPACING IS NOT SHOWN, NOTED OR TABULATED ON THE PLANS, THE FLOWABLE NON-SHRINK, � , � � � NON-METALLIC GROUT. GROUT � z � i MI1N SIZE AND SPACING SHALL BE THE SAME AS THE WALL HORIZONTAL w w REINFORCING SHOWN ON THE WALL SECTIONS OR AS NOTED FOR � SHALL BE ALLOWED TO FLOW i rn O M "C" BARS � `'° INTO BOTTOM OF POST UNTIL � , � � 6" rn THE 'REINFORCING BETWEEN THE CORNERS OR INTERSECTIONS. = z � � �� �� � � Z NOTE "8" TYP. = i p i i G BARS ��D" BARS � � FLUSH WITH TOP OF CONC. . d' ' MIN. a , i „ „ � � INSURE THAT WEEP HOLE � 4 " +� i 3. EXCEPT WHERE OTHERWISE SHOWN ON THE DRAWINGS, THE i i E BARS i i :a • ' LENGTH INDICATED AS "N�TE 3" SHALL BE THE LESSER OF D/4, 10 � � TYPICAL HORIZ. WALL REINF. � � REMAINS CLEAR. ", , ,"4 ° ' a N FEET OR 1.0 TIMES THE HEIGHT OF THE WALL, EXCEPT THAT IN NO � � AS SHOWN ON DWGS LAP � � � (2)%"f� ADHESIVE ' � ' i "F" BARS 6" PVC INSERT V111TH END ' � ANCHORS AS PER CASE SHALL IT BE LESS THAN 2.0 FEET. i � WITH CORNER AND i �, . - (2)3/"QJ ADHESIVE PLATE. , °d C° ANCHORS AS PER DETAIL E/S-6 � � INTERSECTION REINF. � � . 4. "D" LENGTH OF WALL PARALLEL TO THE BAR LENGTH IN QUESTION. #3�TIED TO TOP OF � a��� �, �. ° • ' DETAIL E/S-6 DC�UBLE MAT 12�� SLAB REINFORCING. ° � " � 5. UNLESS OTHERWISE NOTED, "G" BARS ARE THE SAME SIZE AND , ' � � SPACING AS THE HORIZONTAL REINFORCING AND ONLY USED AT BOTTOM 6" OF POST SHALL BE WALL THICKNESSES 20" AND THICKER. COATED INSIDE AND OUTSIDE WITH ZINC CHROMATE OR � 5�� 6. UNLESS OTHERWISE NOTED, "A" AND "B" BARS ARE THE SAME SIZE BITUMINOUS PAINT. MIN. ' AND SPACING AND, "E" AND "F" BARS ARE THE SAME SIZE AND ����� "D" � SPACING. #3 BAR CONTINUOUS (TYP.) . NOTE NOTE NOTE 7. UNLESS OTHERWISE NOTED, "C" AND "D" BARS ARE THE SAME SIZE g 3 s SLEEVE MOUNTED SIDE MOUNTED BASE PLATE M�UNTED � AND SPACING AS THE HORIZONTAL REINFORCING SHOWN ON THE NOTES: ti WALL SECTIONS. 1. FOR REMOVABLE HANDRAIL IN PIPE SLEEVE OMIT GROUT AND REPLACE PVC ----f— -- �---- ----f-- 8. EXCEPT WHERE OTHERWISE SHOWN ON THE DWGS., THE LAP INSERT WITH STEEL PIPE INSERT. LENGTH INDICATED AS NOTE "8" SHALL BE EQUAL TO ONE LAP 2. COORD. WITH HANDRAIL SUPPLIER. LENGTH AS REQ'D BY THE GENERAL STRUCTURAL NOTES. � LAP, SE 4. BASE PLATE OR S DE MOU�NTED R�ETO BE SELE�CT D S CH THAT NEW D ETAI L B O �"� NOTE 8, (TYP.) STD ACI-318 90° HANDRAIL MATCHES EXISTING HANDRAIL ALIGNMENT BOTH VERTICALLY AND VAR TYPICAL CORNER AND INTERSECTION REINFORCING � Z � ; HOOK UNLESS HORIZONTALL i HORIZ. WALL REINF. BETWEEN i OTHERWISE Y� NO SCALE i' CORNERS AND INTERSECTIONS AS i' NOTED � DETAI L A � SHOWN ON WALL SECTIONS. LAP i � VAR i WITH CORNER & INTERSECTION � i REINF. � � SCALE: NO SCALE S I NG LE MAT � NOTES: 2'-0" �, PROVIDE HOLES IN FABRICATE SIDE LOCATE EXTRA EXTRA BARS EQUIV. TO BARS 1. TRANSVERSE REINFORCEMENT NOT SIDE RAILS AT 1'-0" BARS 6" CLEAR CUT AT RECTANGULAR OR SPECIFIED, BUT SHALL BE TREATED IN � �� , RAILS AND SUPPORT FROM EDGE OF CIRCULAR OPENING. SAME MANNER AS BARS SHOWN. O.C. FOR /s DIA. BRACKETS FROM 3/"x2 OPENING 2 W= DIMENSION OF OPENING �/4 RUNGS. WELD AND - - %" FLAT BAR. PERPENDICULAR TO BARS CUT. W= 3/16" h? � GRIND FLUSH � DIAMETER FOR CIRCULAR OPENINGS. _ ,, _ - � SEE NOTE 8 � � �� /2 DIA. ANCHOR %" �1 ANCHOR BOLT, 3. SEE ARCHITECTURAL DRAWINGS FOR SLAB �,�, ,� ," �•�` ;s EXTERIOR BOLTS, (TYP.). PROVIDE 2" EMBED. AND WALL OPENINGS NOT SPECIFIED ON ' � WALL FACE � STRUCTURAL DRAWINGS. �r ! � ! � � EL. (SEE PLAN) 4. SUPPLEMENTARY REINFORCING MAY BE ! I I I 1 T.O. CONC. � �� N OMITTED ONLY WHERE OPENING IS - FRAMED BY BEAMS OR WALLS. MODULAR � � � � _�~ 3 � � MECHANICAL � � + i � � 13/4' � � � , � �� 5. SUPPLEMENTARY REINFORCING IS NOT EXPANDING � . /��� . #5x4-0 EACH REQUIRED WHEN SPECIFIED REINFORCING RUBBER SEAL �� � � 9 � � � FACE, EACH IS NOT CUT. �. - ; . - . . � PIPE SLEEVE � � � � 1'-4" . � " • � CORNER, ' ' MIN SCHED 20 � � � v TYP 3�6 U N L E S S NOTE: SLEEVE DIAMETER SHALL BE a � NOTED�SE AS RECOMMENDED BY THE FABRICATE SIDE RAILS � ° � �� c� 2'-0" 2�_p�� M E C H A N I C A L S E A L M A N U F A C T U R E R. A N D S U P P O R T B R A CKET S � `- / f� A N C H O R MIN. F R O M 3/" x �2' F L A T BAR W � PROVIDE 3" ' TYPICAL WALL PENETRATION �S��ORTS @ 6-0 O.c. MIN. EMBED. � REI NF�RCEMENT AT SLAB ^`�Q• � � ' � � L�T O. CONC VERIFI� AND WALL 4PENINGS w DETAIL REINFORCEMENT AT SLAB AND WALL OPENINGS vAR „ 3 � NO SCALE METAL LADDER N ° D ETAI L C MIN. � VAR #5 EACH FACE � °� D ETAI L E Y � NO SCALE NO SCALE VAR � J Q LINE IS 2 INCHES _, EXTERNAL REFERENCES REVISIONS > � � , � O RE �pFESSIp FILENAME I � � AT FULL SIZE g QP� . �Q �-9� ��_ �T���;�a�,.;�, �;���,� ,;�:'�;:.,����'��� , z�r SN OWMAKING PUMP VAULT TBLK dw .. .. � � N � � IF NOT 2"-SCALE ACCORDINGLY) ••' � . ���';:.,�<? �`�=:��w�y ��'�',� � `� �t` ,. � ^ . � ZONE REV DESCR ATE APP ti��� �,sa��,�,�s<� S101 dwg � `; :� k. IPTION BY D ,,;''s,��„�`.�..r�„q�,���a�,��-,����� �� �,��-�, �W,� CTNUMBER � Q� F ,��,�,• ;�;�C s �y s� ��� a r�- ���s,A� �;�„� a�•��.. :;� �,�',,� � o .o �. y� �'��, �, NN ���;;�?�'';�:. 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S T R U C T U R A L I T�M S ONLY F O F ��`O Q G l e n L o n S n o w C a t B r i d e P r o e c t � v BROWN AND CALDWELL APPROVED• Y 9 J S H E ETON F MB E R a A B C D E F G H I J K L M N O P q g C D E F G H I J K L M N O P a � � - o c� 0 > KEY NOTES 0 0 `� 1 � S-105 � LADDER, SEE DETAIL E/S-101. 2� PROVIDE HEATING ELEMENT IN SLAB, SEE E-102. 52'-0" . ' ,� , „ , „ 3� (2) ADDITIONAL #6 x 8'-0" LONG, ONE TOP & BOTTOM, 1 -0 50-0 � _p TYP. AT INSIDE CORNERS. 12'-6" 12'-9" q, _ a (8) ADDITIONAL #6 @ 12" 4.C., FOUR TOP & BOTTOM �' � }. STAGGERED W/ SLAB MAIN REINFORCING. � � F- ,-- - - -- ---- --- --- -- ------ ---------- ---- -- ---- ---- ---- ------ ------- ----- --- - -- ---- - - - --- - --- ---- ------- - - � � (6} ADDITIONAL #6 @ 12" O.C., THREETOP & BOTTOM � � STAGGERED W/ SLAB MAIN REINFORCING. - I ° I I _ � 6 � (4) ADDTIONAL #6 @ 12" O.C., TWO TOP & BOTTOM � � STAGGERED W/ SLAB MAIN REINFORCING. I I � � � SEE STANDARD DETAIL C/S-101 FOR REINFORCING ao � 14" SLAB W/#6 @ � AT SLAB OPENING, TYP. � I I � 12" O.C., EW, T&B, 3 TYP � ( TYP. ( � i i i i / i i g i i i � i I I I I �� } �\ II Iii i � � i � � /� � �'�\ ( �4'�0"� 6'-8° � I I I � i I � � - � 7'-8" 4'-0" 4'-0" 4'-0" � � � � �------------------------ �'�� � ( � � � I r � � � � � � � � � � � ( � � S-104 �. I � � � � I I I ��i I i I �� I i I ti i I i V li lii I 1' I - - i � _ _ I I��I I � I i I I I I � 0 0 1'-0" � i � ( � � o � � � � ( � � 1'-0�� � y � ( � C° ' � ( / � ( TYP N N TYP � � I I I II I � I I I I � � ( �� � � � � � / � � � � 7 TYP � � � � � I � I � I I SLEEVES FOR � � � � � ��� ( ��,� � ( � FUTURE PUMPS i I ( I I P7 & P8 � � EL 8079.00 � � � ��----------- -- ----------.� cfl � � t' i I I I � I � _ T.O. CONC. � ' � _ � � o I I / I I oa I I I i � 4 I I I i �� 7 �� I I � � I I I � i . i I I I I � i I I I I I i � I � I I � PRECAST � � � � � � I _ � WET WELL � I � I � � � I ,n i 3�_4�� 6�� �/ \ � 6" 3'-4" ( � � � � I / ` I -�' ° � / � I I I � � � � � � � / �---- ---- -- ------ ----------- ----------- --- - - -- - --- -- � � I � m FD / � o a. I � � I I / I � � � � m FD � d' - � SLOPE SLOPF.� I I SLOPE I �r o � - _ � ( \SLOPE = I o Z� ( (%4" / FT. TYP) I —��� - i I i� � � 2 � � � � I o � I o I ' . I � � I -� I I m � I 2 m I � I I ' ' ° I � I I � � I I I � I I L— — — —————————— ———————— — —J L— — ———— — —— ———— —— —— — ——— —— — � M 1'-0" 10'-0" 1'-0" 28'-0" 1'-0" 11'-0" m N 3 �v N ° FOUNDATI4N PLAN � � � � �� N � 3/8" = 1'-0" .l � � J "`�Y�;n`,,;';°"'�"',��,�r.. V.m,,. FILENAME > r LINE IS 2 INCHES __J EXTERNAL REFERENCES � RE Q�QFESS/p� . REVISIONS � � � , � � � 1 AT FULL SIZE Qp'�..°..G/ �, q�c�` ZONE REV DESCRIPTION �',':°'W"�r,:�.',n`,�''�r5,.��.����.::`'�M,'�° �°�,'_ � '��'.��' 9 TBLKdwq ,. ., s � SN0INMAKING PUMP VAULT , �, pF NOT 2"-SCALE ACCORDINGLY) s-P�AN-nnAT dwg Or,��� .� .�� BY DATE APP � �� �5� � �:,�� �.� ��°� � S102 dw � �'�, '1`�a<�'`,�,�S'"" ��,���,���° � . V,, ����r��,y�; BC PROJECT NUMBER � � �.vo �;Q ,� Z 4�,���,��..����. . �,��=� �.;�;�nra �� �� 25214 T u-a D E NVE R, C U LO RAD O DESIGNED WGR : 074 "': ,� ����� ��S � �"`4��,� ri������"� Y�,� � ��,, � t��"�,��`� CUENT PROJECT NUMBER � � � iy,�.G�,t,r,�.5 ���,.r f x � ° DRAWN� KRK p• �I O�Y;��v ,a�k�:�. .� � �� � '�' � � � ,�� ,;� � . �� $ x:. ��"� ..y�,'.,;t,�;r�'��"i�:',su �` ��-• � � � ���� y � DRAWING NUMBER o �� SUBMITfED DATE. CHECKED S� �`SS/pNA�E�G\, / N > PROJECTMANAGER �jj. �� � @ <� FOUNDATION PLAN � a;° CHECKED DAM �f �,�,� S ��� - c� 0 S7RUCTURAL ITEMS ONLY ����Qp�•�,�v � v APPROVED gROWN AND CALDWELL DATE. APPROVED x.� �- � � � � OF len L on Snow Cat Brid e Pro ect SHEET NUMBER � a q g C D E F G H I J K L M N O P , � q g C D E F G H I J K L M N O P a � � ° KEY NOTES � 0 > � 1 1O LADDER, SEE DETAIL E/S-101. � S-105 52'-0" 2O CONNECTION PLATE, SEE DETAIL D/S-105 FOR DETAI LS. 1'-0" 50'-0" ��-��� O PRECAST PANEL JOINT. g'-8" 13'-6" 9�-$�� 8�'6�� 8�-8�� 4O 3'-0" SQ. OPENING, TYP. (8} LOCATIONS. � � EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. 5O 4'-0" SQ. OPENING. a� O6 RETAINING WALL, SEE S-107. , � � � � � , 0 7O GUARD RAIL, SEE DETAIL C/S-105. � r- — --- ------ ------- ------ ---- — ----- ----- -- �—;— — "'_' T _�'� T f T __T r— —T T_ �' r__ T _1"'_ —__ T____--T--T—_____T 1_ _�__—�—� � � � � � � � � � , , , , 8 TERMINAL FLARED END SECTI�N. J L�J L� �J L�J L�J L _ �J 1.�J L _ �J L�J L� �J 1.�J l.� r- i ( � �9 SLOPE TOP OF WALL DOWN, SEE SECTION 1/S-105. 2 TYP 0° � � 10 PAINTED STEEL HANDRAIL, SEE DETAIL B/S-101 0D I I i : I 11 CURB AND GUTTER BY OTHERS. � � I ° M � � I 12 WEATHERING STEEL "W' GUARDRAIL W/TERMINAL �I � °' � FLARED END SECTIONS (GUARDRAIL SHOWN 3 3 3 3 4 j � PARTIAL FOR CLARITI�. � REMOVABLE ( � I HANDLE, TYP. � � � � I S-104 13 BILCO J-4AL H20 HATCH, TYP. (8) LOCATIONS. r, INSTALL PER MANUFACTURER'S � � i � i � � �� �� �� �� �� �� �� �� � � � � �� �� �� �� _ � RECOMMENDATIONS. � � � i � i � � ( � � � � � � � 13 � I I " � �� �� �� �� �� �� �� _ � �� �� �� \� i� �� i� I 14 BILCO JD-2AL H20 HATCH, INSTALL PER ° I \ I � � I � � I � � I � 15 \ � � � � MANUFACTURER'S RECOMMENDATIONS. � I � i � i � � �� i� ��(i� � I I � I I � N I � �� ___ _JL i=_= =JL_____ _JL___ __ ________ _____ _ ___ ___ _____ =JL ___ =JL__==_____ �= 15 1%2'f� SCHEDULE40 HATCH DRAIN PIPE (SLOPE %" / � �I— � � —= FT.) & TIE TO STORM INLET ST-6 (SEE ALPINE ( 7'-8" � �� 4' 0" � 4'-0" � 4'-0" � 11'-2" 4' 0" 4'-6" � 4' 0" � g�_g�� I ENGINEERING SHEET 4). I � � 6'-0" I� I � 16 SLOPE CONCRETE %4" / FT. � I I � 5 �j I 2 I I� I I I� I 2 ' S-105 � �\ , �� �I � • SIM � �\ /� (i � S-105 I ( I I 7 8 6 �, „ \�� 14 ��/ �I , �„ 8 11 7 � 2-6 _ � i �I 2-6 � � 12 C° � i I) 12 12 � ( � N � i � � � L-- — — -------T----- ----------------------------- — ----- --------- — ----------------,------T------ — -- --� ° -4–� --�- � � �_ ��. � � � __ 3 ( � � �6 � I I ( 16 � i 5-105 - 3 � II I wsx2o � � � B.F. � � S-105 I ' � � ( EL. 8085 0 (8) EQ SPA. @ 5'-10%" = 47'-0" CURB EL. 8085.0 I � � ° � T.O.W. I I ' d- I � o � I �– -- a � T.O W. I--- –� � � � � 27��� o m i �_ ___� SLOPE T ____ _� I � _ �r—� � ——— — 9 (%a" / FT. TYP) 10 —— —— 2�� � , EL. 8093 6 �� g EL. 8092.0 8%2' � T O C. T.O.C. � 10�� 0 L � �3 �� 3/8 3/4" x �2' " POST BOLT SLOT � EL. 8089.5 EL. 8089.5 FOUR 29/2'x 1%" SLOTS, MUST `Y' T O.w. T.O.W. MATCH 4 OUTER RAIL 3'-6" 1'-0" 10'-0" 1'-0" 28'-0" � �� � �� � �� � �� � 6%4" SPLICE SLOTS. 1 -0 10-0 1 -0 3-6 _ � ,� /-12 GAGE � (.104") 12 %4�� � _ �� ��� 14" _ � TOP SLAB PLAN 6�8' N � M O � 3/8" = 1'-0" TERMINAL SECTION (FLARED) � � _ Y � DETAIL AR ---- J NO SCALE �' � r LINE IS 2 INCHES _, EXTERNAL REFERENCES p0 RE �OEESSIp REVISIONS FILENAME ' � � � AT FULL SIZE TBLKdwg �P;..••�•.. pQ '�/q �u-�•<<�,�3�;h��-�,, ,£,��-,;�,. ,4 �����.n���. SNOWMAKING PUMP VAULT S103 dwg N � , � � , pF NOT 2"-SCALE ACCORDINGLY) S-PLAN-TOP dwg O.•• ' °Q,� ��, ZONE REV DESCRIPTION BY DATE APP �,�'"�"K��`""�{:"�'��"�;��'`,�� `�'=x°��`'' .`:r �-"`, ��� �;A�t.;s��: ..; ,<.L , �� A;;�,��n �,� •`� �� �, ,� ;�`,T��,��4n�_r,,, - a.���_� ,.. �,���9�r��a°'�r� BC PROJECT NUMBER �� V� °�'m ,` x���R `��x�'�* ',, avr�,.�. �y,�a,µ�.�,�;'. �.� DENVER COL�RADO - �: �, z ;���x;;ra :� � � � ,� �i��`�j< �`J c¢:p �s ��.���;���� .���, ,��`�,.;� 25214 � DESIGNED WGR . a�107� �p ,�n a�,>�..�� w a � � ��_ � � O � DAVID A. IYI RS F •�r ���`�`KF:"���� � .Y�,',FS �'�;�,'f.s`.� w , � � ,�, ; CLIENT PROJECT NUMBER m ,.;ti;•, r w-.r.. °s�.}r,z�� .�. � � 'fl�� ,r�`, .�"5E;'�..a�..s� �r' :,�m� � � KRK o�.. •�v '17442 � � �;.;n�,�- '� � N DRAWN ' � q'I�f b� .°� � � '���..,;���"�: � °�, .� ..,,,.�..•'�` DRAWING NUMBER Q �� SUBMITTED DATE CHECKED S� �S�/Orv�,�ENG No PROJECTMANAGER CHECKED �� �� ��1��� Q . T4P SLAB PLAN S���� � S7RUCTURA!lTE�.7S OfJLY qTF P� �v APPROVED. DATE APPROVED �F C04fl� Glen Lyon Snow Cat Bridge Pro�ect SHEET NUMBER � � BROWN AND CALDWELL OF a q g C D E F G H I J K L M N O P � A B C D E F G H I J K L M N O P Q E a O � O J ' B KEY NOTES o Typ CONC. PAVING & o `— S-104 SIM SUB-BASE BY ALPINE O ENGINEERED STRUCTURAL FILL. � ENGINEERING O ONSITE FILL MATERIAL. o °� Q °�� � � Q . ° Qw �� a ° o O3 3�4�Q1 x 0'-6" H.A.S. @ 9" O.C. MAXIMUM. ��Q o QO �P � a a a a a O�Q a o o ° a a a �QO� � �Q� ao �� a 4 a a a � ��, �� a a a a 4 0 � o�p� �� EL 8090.0 „ , a a a, 4 a a � a a A a e 4 a a 4O 24 �1 x 375 W.T PUMP CAN SLEEVE, SEE MECH.DWGS. a T.O. VAULT � a ° � � 4 ° � � ° � 5 JOINT BETWEEN PRECAST SLAB UNITS, SEE PLAN. � . . o � PRECAST j� 6� SEE PLAN FOR SLAB REINFORCING. ��\ 5 5 TOP SLAB 5 5 ///\� 7� 4" PVC WATERSTOP. , � 2 j�j . //�\� �8 MIRADRAIN 6000 DRAINAGE SYSTEM OR APPROVED EQUAL. .��\ �/� %�� /�� ��j . , �j�' 9O CONTINUOUS EPDM DEBRIS GASKET. � j, /� \/ , #6 @ 12 EWEF, � #6 @ 12 EWEF, 10 BEND DOWN ANCHORS IF REQUIRED. ao ��\ TYP TYP ' B g ' 11 1%2' DRAIN COUPLING WELDED UNDER FRAME FOR PIPE TYP TYP #6 x L@ 6 EF, TYP. CONNECTION. #6 x � @ 6 EF, TYP. S-104 S-105 . ��-o�� • $ ��-o�� � } 12 STAINLESS STEEL SLAM LOCK. 7 N F. 7 - . EL 8079.0 13 REMOVABLE SQUARE KEY WRENCH W/DETENT. i�, � • � T.O. CONC. � �_ �� �� 14 %" DIAMOND PLATE COVER. ti --��I-1 I 1=' I I 1=1 I I;,I I —� I I, �I I I I I I� �=I I I; —, , , — , — —I I I — �— _ _I � � I � I— � � �=I � � �—� � I I,i�I I I—� 1=1 I �- —I I 1=I��— 23 15 NEOPRENE BUMPER. 23 6 I � � � I I I I ° ° I I i I g � �` J � �` J � �`J �`�,` J ,��` J ���` J 16 FORGED ALUMINUM CHANNEL FRAME EXTRUDED OVERLAP ALUMINUM. - FABRIC, TYP � ��—� � ��—� � �� � � ��� � � ��� � ��— � �7 %4" CHANNEL FRAME EXTRUDED ALUMINUM. II I I I I � - - - � � - - - � � - - - � � - - - � =IIIa a � — � - - � 1 I I - - — 18 AUTOMATIC HOLD OPEN ARM AND COVEI� RELEASE. � � _ I ' ° 19 STAINLESS STEEL LOCK STRIKE. PUMP CAN II I I < CAN SLEEVES -101 FOR SLEEVE, SEE I � I �� , FOR FUTURE 20 SUPPORT SHELF DEPTH VARIES WITH SIZE. SEE DETAIL C/S MECH. DWGS O ADD'L REINF. I I I— PUMPS, SEE • (TYP) I I I MECH. DWGS I ( (= 2� LIFTING MECHANISM WITH REINFORCED COMPOSITE TUBES AND ELECTROCOATED COMPRESSION SPRINGS. . ANNULAR R 8" x 4" � , I I II I I x 24 I.D. i� 13 22 REMOVABLE PLUG. �— ---� ° < � ,'� �� � ( � � i `� 12 23 UNDER DRAIN, SEE SHEET M-101. '� � i � 22 1 \, � d 14 BILCO HATCH, SEE 24 1%"QJ SHEDULE 40 HATCH DRAIN, SEE PLAN. I O j EL 8065.0 PLAN j � � — 6� e - - - — 1 15 ii � �^� � (=I ( I=I I I=I I I=) � � o i COUNTERFLASHING 1 / 16 18 � � ,—� � �_� I I-1 I I- ' � , � �� _ _ _ _ _ `�' ` 19 9 10 $ � \\��—___—�� •,�\�/i\�/�\�/�\�/�\�/�\�/�\�/�\�/�\ •,\�%\�%\�j\�%\�%\�j\�%\�j\� 17 � d- � /,� /.�,/,� /.� /.� /.� / •/i��/,��/,��/,��/.��/.��/.��/ EL VARIES ° SEE CIVIL DWGS ° °° 24 0o a °°°�°8° � ° 11 ' °o o� �o ANNULAR R %" x 4" 2 �g �� M � 20 MIRADRI � 3 r, 4 WATERPROOFING � � X 24�� �.o. SECTION 1 1 a o�a . 21 � , o�a S-102 S-103 / a < ° � 3 a P L SCALE: 3/8"=1'-�" � M e . . e o . . g . . 6 DETAI L B S-104, S-105 \.../ � 4 3/4"=1'-0" � SECTION N 0 � � B �o D ETAI L _�04 .� S , -� y 1"=1'-0" J ¢ �_ LINE IS 2 INCHES _, EXTERNAL REFERENCES REVISIONS � �p FESS/p FILENAME � � � , , � � � AT FULL SIZE O�R / � bq� ��,�yr����-�:,�; � J:.. , � � ti� SNOWMAKING PUMP VAULT S104 dwg TBLK dw � BY DATE APP :.;"`:��; �� �a��' • � �q �`r �' l� �� �'� � �' 3Y Y 1tiy N (IF NOT 2"-SCALE ACCORDINGLY) S-SECT dwg QP ��t.� �. ZONE REV DESCRIPTION ;t,,;a:��,�.,'�<„�4;:�`^���+��k�i':��"'��'' ����'�,��r4;. �: ,s ,� } �_ { O: .F`� y �� �.������-��'� �� � ;�� �'�,� A',�����. BC PRO 2 214 UMBER � 1(.�f7 v• • ,.r� t4 �{F r�x�'^"°`�� �' �' �,'�w„�"t��,3�* � QJ A �" t � ,�Nti a F .�aTM.� ,Ys s' .��, - "��s, ��r-aa, � DENVER , COLORADO � �`�O �; m °��s�����""`"§"° �, �� `� ��'a�`� � DESIGNED WGR 2�Q74 �; A :;,..h;G#�, �,"� , � '",�;,;J� CLIENTPROJECTNUMBER v,� � `� KRK � `I, O�',, "' DAVID ERS rt` a >�;�'«,a";�=�;:: ,;„k;�;��,„..� � � ,t�,�,. �' °' DRAWN t ► ��' °� " ). .�;�:�'$�����:�:�� 6.. ��.„�t���P�`= , [r : '�v r �::�;�.�..� o '•.��1 � ..:\��c, 17442 `� DRAWING NUMBER Nj� SUBMITTED pROJECTMANAGER DATE CHECKED S� �SS�D�AL��G �, ll � SE T a;° CHECKED. DAM J'T � !� p ` C I V N S S—�O� � Q APPROVED DATE APPROVED STRUCTURA!lTE��S ONCY �TF OF C04d�PO Glen Lyon Snow Cat Bridge Project SHEET NUMBER � � BROWN AND CALDWELL OF a A B C D E F G H I J K L M N O P q g C D E F G H I J K L M N O P a � PROVIDE SM04TH ROUNDED KEY NOTES o C TRANSITION CORNERS, TYP. � B S-105 � ENGINEERED STRUCTURAL FILL. o TYP o r S-104 � � ~ 15 -- -- -- � 23 13 8 - 2O ONSITE FILL MATERIAL. 15 4 EL 8092.0 i___ __ ___� a � 3� #4 DOWEL BAR SUBSTITUTE @ 12" O.C. � ° �� � HP � oQ�Q° a< aa p� o� 24 � � OPTIONAL CONSTRUCTION JOINT. EL 8090.0 �� 004 4o a ° " � Q� a , -- -- -- W - rn J ° , °"�° `� a 6 , , M `� l� 5 SEE CIVIL DRAWINGS FOR GRADE. T.O. VAULT ° ° ° < a � < ° °• � < EL 8089.5 M � � ° � ° ° � e e ' @ HP (BEYOND) __ __ __ O6 PRECAST SLAB. � A „ . . TYP - a � � S-105 g N � • ' #4 @ 12 EW ' � 7O LADDER, SEE DETAIL E/S-101. EL VARIES r- . . _ • • SEE PLAN EL 8092.0 � CURB, PAN, & PAVING BY ALPINE ENGINEERING � ° T.O.C. /� < • • • • �\•\�. � a ' ' ' ' � 9 3/4" CONTINUOUS CHAMFER, TYP. j/� . . #6 @ 12 EWEF, _ EL 8089.5 „Y = - = O i\� TYP #6 @ 12 7 - ^ ° _ �- � �— 2 // @ LP (BEYOND VIE1N) —I � 1 �( I ��� � � • • • ' � 5 10 WEATHERING STEEL "W° GUARDRAIL. / 00 % � TYP 12 EWEF, , , #6 @ 12 EWEF, @ 12 �,�\�`�� 11 WEATHERING W6x20 @ 5'-0" O.C., W/ 3/4' DIA. WEEP 00 � TYP � HOLE AT BASE OF WEB. , . . B TYP #4 @ 12 EW, 12 R %z" x 8" x 0'-6" W/ (4) 3/"Q� x 0'-2" H.A.S. S-105 . #6 x � @ 6 EF, TYP. � a. � o.. 18 ' ALT. HOOK � z 18 2�-0�� Z:� f-}- N �-�- � 13 ROAD BASE MATERIAL BY ALPINE ENGINEERING. 0 • EL 8079.0 ' d' 14 SEE PLAN FOR SLAB REINFORCING. 2� T.O. CONC. � � m • _ _ _ _ _ _ _ • � 15 2"Q� SCHEDULE 40 PIPE, FIELD MEASURED AND � _ _,— — — — , — —,��= 22 (2) #4 C4NT. . . FABRICATED TO FIT. 2-0 —i i I-1 I I— ��—�'� _I I 1=� � �a � � �_� � �- 14 14 00 16 TERMINAL FLARED END SECTION (BEYOND) SEE #5 x� DETAIL A/S-103. DOWEL BAR 10 ����� SUBSTITUTE , @ 12" O.C. � � 1'-4" 17 TERMINAL FLARED END SECTION (BEYOND), SEE =I I I PRECAST DETAIL A/S-103 � � II I I a a WETWELL 11 SECTION 2 18 MIRADRAIN 6000 DRAINAGE SYSTEM OR APPROVED 1 � �? SCALE: 3/4"=1'-0" S-103 EQUAL. � ' ' ' �) I I I I li `" 19 FLASH VERTICAL SURFACE PER MANUFACTURER'S a _ g O RECOMMENDATIONS. • ' ' ' I ��� 8 EL VARI ES ° I ( I— SEE CIVIL DWGS 15 20 OVERLAP MIRADRAIN W/ CONTINUOUS MIRADRI • � � �=� � � I � � I — � � � �I I a � 10 11 17 16 STRIP. I� � �) 4° � � 1 a 4 -� I I � 13 �Q° �'� • i 21 MIRADRI 860 / 861 SELF ADHERING WATERPROOF �n � `'� 19 12 MEMBRANE, LAP OVER WALL EDGE 1 -6 MINIMUM. uc� i PRECAST WETWELL d ° �� °° � � • ii , , 22 UNDERDRAIN, SEE SHEET M-101. 4 $�� u EL 8065.0 ° ° " - - - - a —� — ° a °� 4 O e ° ii #4 12 EW 23 1%"fZ� SHEDULE 40 HATCH DRAIN, SEE PLAN. � @ � TOP OF CURB � �� � � (BEYOND) 24 ALL EXPOSED EXTERIOR CONCRETE SURFACES TO d ±' �=1 I 1=1 I 1=1 I 1=1 I I-1 I 1- �� ° ° BE STAINED. SEE PAINTING SPECIFICATIONS. N 11 L4x4� x CONT. EL 8092.0 B �-���\�%�j\%\j��\��i\� � 1 n � „n � ` • • � �_ �� �r \//�//\//�//�//�/ /i�, W/�2 � x 084 3) #6 CONT. o T. . . 5 1 6 d. D ETAI L S-105 2 � � "�A��� @ - — O.C. �'-�" . . � 1 �—� � _ SECTIaN S-�o2 S-103 �- 3/4 -1 -0 SCALE: 3/8"=1'-0" 1 � /�\\\�\\ .`� 20 21 6 C SEE SECTION /\/ � DETAIL 1/S-105 FOR SOUTH FACE #4� @ 12 S-105 REINF. OF VAULT WALL � � ' ° , (BEYOND) a , a. ' � 3/4"=1'-0" ° ° #4@12 ° a a d EW, ALT. _ � � � Z d�a d � � HOOK G � a a M �— a SEE SECTION � o ° ° � ° � ° � 1/S-104 FOR . � REINF. - R 3/" x 6" x 0'-6" W/ {4) 3/" Q� x � � (2) � 0'-4" H.A.S., SEE PLAN FOR CONT. SPACING . . . . � 18 Q r\i\i L5x5x3/ x 0'-8" W/ (2) %"Q� N x 0'-6" H.A.S., SEE � SECTION 3 DETAIL A PLAN FOR SPACING � � S-103 S-105 � �� � Y y SCALE: 3/4"=1'-0" 3/4"=1'-0" � ¢ LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS FILENAME � � � � � ' AT FULL SIZE s-sECrdw9 pO RE �pEESSIp� r I 1 �,...". s� Q q� ���w-�;��>:.�m,°t�,��:r:�~��` ��.;��� ���..« - SNOWMAKING PUMP VAULT ZONE REV DESCRIPTION BY DATE APP �`��?J" ��"� ` "�� ��'�p'° N QF NOT 2"-SCALE ACCORDINGLY} TBLK dwg ��� r� , �� EA` �� � � MBER • � •� Q` "!/ M4i:(•'rnh}i'iF{?":ir}t�,t�h�et.,,'rYi�'�'r 5��'.�•�"�;'•; '��', ��,;�'`�`:,y;'�'�r�����:Za? n� � s � � v� .o.m h�c, �,� �`��";�r•��'.�,�G���„�,�y��� ,.�„ J>��� r��. BC PR � OJECT NU c°�:17 `��'�'�;r��;`��";��� �y-� ', ��,. ,�,,��,. ���;� 25214 � �� D E NVE R, C O LO RAD O DESIGNED WGR ; �a��4 �: �' `� ❑c � � � � � .� CLIENT PROJECT NUMBER � fA • J� W DAVID A. IYI f1J � 7 '��"��p����.,�i� ,���.,"� � � '����as''.�''k' � ;� 1 � P �•�;,.e�.¢r�:;u��'���., }f- � '..�a '� � DRAWN KRK p: �I110�•�,v � cs r� �h����r rk�m��t,��n,��x �; �' ;,�� � _� '�'•'••......•• '�, ; '17442 � F�' �� QRAWING NUMBER o � SUBMITfED DATE CHECKED S� `SS/O�Jq�E��';�''f � SECTI ON S N o PROJECTMANAGER f� S��O� a;o CHECKED DAM �'�. � 1 l �o •' � v APPROVED DATE qppROVED � S7RUCTURALlTEMS ONLY qTF pF eo�a�'P Glen Lyon Snow Cat Bridge Project SHEETNUMBER � � BROWN AND CALDWELL a OF q g C D E F G H I J K L M N O P q g C D E F G H I J K L M N O P a E .n O (9 O J � � O r � PIPING TO VAULT �----�� �, �------. ,�----�-�.� SUPPLI ED BY OWNER, �.� ,- ,�, INSTALLED BY OWNER ---=' — � I ! � EMBED R�"x 8" x 0'-8" W/ (4) �2"f?� x 0'-4" H.A S. r-- ----- ----I---- --- ----�--- - -- -- -i I ( pRECAST CONC. INTAKE I , , I � , , p `_�, ° a Ql �_J p o a STRUCTURE ao I � I a � � / � � � O � � " I I 1 � � S-106 � _ � _ � i i j SEE TORRENT ENGINEERING & °' � -� �- � EQUIPMENT DRAWINGS FOR I I ADDITIONAL INTAKE STRUCTURE � � I I INFORMATION. ° I I "' I i � I I I � I I I p p r_� d a (--1 a a I 1 1 1 I I I I I �----- - -a--- ---- ----- ---- - --- -F-- - - ---� Cfl � 1'-0" � 8'-0" � 1'-0" • 10'-0" . L3x3�4 x 0'-6" COAT W/ * 13'-0" ASHPALTIC PAINT PRIOR L4x4�4x 0'-8" W/ (3) %"f� x TO BACKFILL SUPPL ER, SPACING TO I NTAKE STRUCTU RE `n / . MATCH HOLD DOWN PAD � 4 ° HOLD DOWN PAD PLAN a TYP ^ ,< a * 1/2" = 1'-0" // � ° � PRECAST �' ° � ° CONCRETE , , + I NTAKE d. � � ° a° STRUCTURE �c * PRECAST CONC. INTAKE ,� STRUCTURE D ETAI L 1 11 � A 1�011 a � * �°l/ EL 8067.50 f • d a /"/ ' , / a ' � M • r. — — — — — _ I �—I I �_� ( �—� � �—� � �—� � I #5 @ 12" EW, T&B � SECTION 1 S-106 �c DIMENSION TO BE SCALE. 1/2"=1'-0" DETERMINED BY P/C � CONCRETE SUPPLIER N � � � . o � � �� � o � � � � � J � LINE IS 2 INCHES � EXTERNAL REFERENCES OO RE Q�E REVISIONS FILENAME a. ' � � � AT FULL SIZE TBLKdwa Q.P.••• •�• s Q� ����q ;;;�.�����;F�;,.;��� �,:� ��. SNOWMAKING PUMP VAULT S106 dwg � � I ' I 1 p.•• �O C ZONE REV DESCRIPTION BY DATE APP ,r5.��t:�';:�K�h;�`u;4�.�'. *�'���� K-4%"�,�.��t���h����°'>��;�:��:w N (IF NOT 2"-SCALE ACCORDINGLY) S-PLAN-INTAKE dwct v • Q Fry�f� �� ?e � " � ���� ���� � � MBER u) O .o'•� �.��';. ���, - ,�a: �l' ��rt - .�'-',.: S-SECT-INTAKE dwq ; � �t. .;�, �� ' a���:<�. �,',.,.� .�.. ��.�:�t�����,�:�� BC PROJECT NU r, p � � 25214 ir ��t'�'� �+M����FSaG�f S � � }W'� �� F � �Ylc'C'��QF� �}q �.N DENVER COLORADO U' �'° � � ;�'��Y��M��i;a�., � �� �� ;� � �� -� � DESIGNED >��� � ��_.�'� �. ��x ��::�; � ��:. WGK c� m a�,.� �;���� � ,.. � .� �� �+pL;: � � � 70• W n �'<•;%�� �"',",i"`'` �a � `*' ; �`°`" 1., 00 ...�;; r,;,.,. � n� ' ,��n,. . 210�4 YERS ����� �� �s1��j � � �"����}� CLIENT PROJECT NUMBER ,���. �, �,.,� ,�, �a�v ` �;� • DAVID A. <_z3{..N.;w,u��„�:�����.�. � ,,�, rP��{i��,;;��,. � a�'i DRAWN• KRK ; q'r�ld� ,'� c� � �� ,�f,��F�fi��;�j;s:;,-�' _ -x� -�+` ����. � � O • :<v r I o � SUBMITf'ED DATE: CHECKED• SWH �cS.S�O�AL��G�, 17442 `�� DRAWING NUMBER N o PROJECT MANAGER g�jl6 I N TA K E S TR U C TU R E S—'I O G �o CHECKED DAM g j R U C T U R A L I T E M S O N L Y �T q O�.r'r � v APPROVED DATE A P P R O V E D '�F o fi c o r.o�P G l e n Ly on Snow Ca t Bri dge Projec t SHEETNUMBER � � BROWN AND CALDWELL ,,.,,.,....�- OF d q g C D E F G H I J K L M N O P q g C D E F G H I J K L M N O P a E n O (9 O J � (� - 0 r T C S-105 / �j � / / / ' L � � °' / ' � / f, �/ << �t �` � CURB, PAN & PAVING BY °� % � / , ` � k �� ' �. ALPINE ENGINEERING i � � , , � � / � � 5 1 '� / / / / �L ; +L �<� L t K � � � CURB PAN & PAVING BY � � � '/ { ` ` , r EL VARIES , � / , , � � �< , ,< < ' � % � / ALPINE ENGINEERING � � / '� � � �.n // � ��n '� / � � Y ,' IL� ��� � {/ALPWEIE GN ERGN� � ��O ,/ W / / w � L � � \ � / / � / r i e � //;, / / / / f � � � ,� � ,°I�' , � SEE S-102 & S-103 �04° o� o a ° o0 � ' � 004 o a • � j � % �/ t < ,�< ` � FOR SNOWMAKING ° ° °�;�' ' , — � / / ` /� / ' � t ,' `, 'I � VAULT PLANS —���_� � � � ALL EXPOSED EXTERIOR CONCRETE / / / � � -I — �� / � G � , �� � I I=I I I SURFACES TO BE STAINED. SEE , � / , � < -I � � � � % ,� // % � t � _� � � PAINTING SPECIFICATIONS. f / / / / / — / � � / / ' ' L I c ;/ . / / _ _ _ , _ --- - �- ' < < / �;:�T G �/ —— .�— —G T _ � � � < t � ` #4 @ 12 / � � � / ° � ' EW OF _ � � � ,'� � ' � . . , . 4 - ,� �. D ' �' #5 � �o r` �' �,��° ` , • � ' . � � � � - EW I F ' r� j _ I r_,_.:..-- o o �[� � EL VARIES - � U / '� � 9 ------N —=� ------t-�-�—�� --------1 �--- 5 � j�\//, FIN GRADE , � // j.' -�-��!'� �-,�- -- � I L�_ # x @ 10 1�_0�� \��j�����j RE: CIVIL ,, � j �. � p�-� j- RETAINING � :\�/.��/\i — � �/_ � 'J �` '� � �� � WALL L—--....— ��j/��� ,�q � B.O. FTG EL = 4-0 S-107 ��} �/ MIRADRAIN 6000 . �� � /� l ,/ MIN. BELOW GRADE @ DRAINAGE SYSTEM OR � J `Ci _ ��i� F A C E O F F O O T I N G �� � ' APPROVED EQUAL TIE � � [.� �., � , ��` INTQ BRIDGE WINGWALL � #5 x @ 12 ___- � � �j, "U _____� s --..,___- � 5 S S ------. � �_ s D RAI N. � � --..r r � ._-,-r.--' __r--- 5 � S �'�s � (2) #5 CONT. o z r — J s _�- 5 ."---�"" S NOTE: �� #5 @ 10 � d' � � s ---`� SEE ALPINE ENGINEERING N . _____..__--�--' S _----- � ` 5 J__._. s DRAWINGS FOR ADDITIONAL � ' ' � -----` SITE INFORMATION. , . . . . . . . _ 5 _ o (6) #5 r �n - — — — — — �n —� � �—���—���—� � �—���—�� � 2x4KEY �=1 I I—I I I—I I 1=1 I I—I I � SEE BRIDGE DWGS. .. - P LAN RE: PLAN 1/4" = 1'-0" � SECTION THRU PARKING LOT � RETAINING WALL/GUARD RAIL � SECTION 1 S-107 SCALE: 3/4"=1'-0" . M � N � ti 0 � � a'i a� c �co � � � Y � � a LINE IS 2 INCHES EXTERNAL REFERENCES REVISIONS FILENAME � � � , � � , AT FULL SIZE TBLKdwg �pO.R � OQ�OF�SS��M,�� ZONE REV DESCRIPTION BY DATE APP � SNOWMAKING PUMP VAULT S107 DWG � , � N QF NOT 2"-SCALE ACCORDINGLY) GLB-BASE dwct ��o �je_ c�, �. `� ' �J o�; � � �.���m �``� �Q • ,�_:;� ..,�� � BCPR02 214 UMBER � � D E NVE R , C O LO RAD O DESIGNED w�R "' �:° `-' �s. ;. � � � � � o ��O�4 :a �` �;���� °� CLIENT PROJECT NUMBER � �; ' - �+ AV�D A. M ERS � �� , . rn a�'i �"•'`�*�; � �I DRAWN KRK � _ ��'•..�I�'��`�v� � i744� � .� DRAWINGNUMBER No SUBMITTED PROJECT MANAGER DATE CHECKED D M �`S`S�ONALENG\ �l I l�� � � C H E C K E D � RETAI N I N G WALL PLAN & SE�TI ON S 107 `L a APPROVED DATE' STRUC7URAL ITEMB ONLY '�qTF �P�� Glen Lyon Snow Cat Bridge Pro�ect SHEET NUMBER �V BROWN AND CALDWELL APPROVED. OF �fl�,O a OF q g C D E F G H I J K L M N O P \ � q g C D E F G H I J K L M N O P a E � O J 4" PVC PERFORATED VAULT ' UNDERDRAIN LINE, SLOPE 2% KEY NOTES o HIGH POINT MIN TO WET WELL. o � � � r____________ ___________________!_____ __________ ____ ____ _____ ______T____, 1O SUMP PUMP (2) WEIL MODEL 1408SUBMERSIBLE 1 ( � 1/4" PUMP. � ( O SUMP PUMP CONTROL PANEL, WEIL MODEL 8131-L. I � � � FIELD LOCATE AND MpUNT PER MANUFACTURER. � 2 I � I O3 WEIL FLOAT SWITCHES FOR OFF, ON AND STANDBY, � SUMP PUMPS a � ELEVATIONS TO BE DETERMINED IN THE FIELD. � a, I � CAN SLEEVES � � FOR FUTURE ( O FIELD ROUTE SUMP PUMP DISCHARGE PIPE TO I PUMPS �-- - -------------i � CONNECT TO THE TOP OF THE 30" INTAKE LINES UPSTREAM OF THE GATE VALVES. SEE TORRENT � I I j � ENGINEERING PLANS FOR THE UPPER EAGLE RIVER M-101 � � ( FD j PUMPHOUSE. � � � Q I � I Q „ j j I � BOOT WASH FLOOR DRAIN, � � � 4 CAST IRON PIPE ( � � � � � � FROM FLOOR �_ � � JOSAM SERIES 49290 (-31), J.R. � � DRAIN SLOPE 2% I jI J � � SMITH SERIES 3066 OR EQUAL � MIN TO WET WELL. � I� � I � � � PRECAST �� � � F OOR D I � F D I W E T W E L L �� � I }-- ------- --o------ � - - -- -��------- --i, I --- ------ --- ----- -- -� . I ( � � 1 I I I � I � � � � � I � � � � � I I I � � � �-------------- -- - ----- --- --- -- --� � � . � � I I � I ' I _ I 4" PVC SOLID VAULT � � ( I � UNDERDRAIN LINE, I I I SEE DETAIL A SLOPE 2% MIN TO I I � � AND B THIS 4 WET WELL I I � � SHEET � � � I I I I c� �--------- -----------' '-- - ----------------' TYPEVI FL ORDRAIN � VA AINAGE PLA DETAIL A U LT D R N M-101 � 3/8" = 1'-0" NO SCALE � �� ��� � i� �� EL 8079.0 RISER EXTENDED TO CLEANOUT FRAME AND m 0 T.O. CONC. , , . COVER. SEE DETAIL UM-00-006 . � _-�i i-T_- �I I�I I 1-1 I 1=� ����I I�i i=1 I 1= I 1=�''�i i�� ''=i� I H I I I I li i_i i�- ��i i���-_ `� ��.. J ��. J ��. J �� J ��. � ��. � `� 4" PVC PERFORATED VAULT `� � Y 8074.0 � ��� � Y 1 UNDERDRAIN LINE, SLOPE 2% 1/8 BEND CLASS E, CONCRETE , _ _ � _ J L _ J M I N T O W E T W E L L. . ENCASE LOWER 180° _ �� .,� '' , . . �I� ��I_ CAN SLEEVES _ ' 2'-0 LENGTH OF PIPE 1 " �I�� FOR FUTURE UNDISTURBED SOIL - � 1/ G A L V. P I P E � PUMPS 4" CI DRAIN PRECAST 1 I� M I I WET WELL �r CHECK VALVE — — EL 8065.0 CLEANOUT (LINE END) SUMP PUMPS � � , ��� ��1=111__ , ��-� � �� � � � � � - _ - , �,�,,\ \,\,�,,�� � � DETAIL B ��/%�%�%�%�%�%�%�%' ��/���%�%�%��%�%�%�/�. M-101 � NO SCALE N ° sEC-riaN 1 � �� M-101 �� Y � SCALE: 1/4"=1'-0" � J j � LINE IS 2 INCHES _, EXTERNAL REFERENCES �pFESSIp�y REVISIONS SNOWMAKING PUMP VAULT M101LaWgME � � � , � � � ' AT FULL SIZE TBLK dwq �4 �bq� �_°�� � . , � , � � (IF NOT 2"-SCALE ACCORDINGLY) S-PLAN-MATdwg �� F ZONE REV DESCRIPTION BY DATE APP {ie•��� . ^tr � , � BC PROJECT NUMBER � � S-SECT dwp Q , � � ���� 25214 � N � D E NVE R, C�L4 RAD O ESIGNED• JRH � � � "'� � '�` ,� �� CLIENT PROJECT NUMBER o � � � DAV�D A. RS � r� ',��'�' ��. � � DRAWN• KAC � 'l7442 7 �� ?��' DRAWING NUMBER o �' SUBMITTED DATE CHECKED. DA �� ��`�o � o VAU LT D R AI N AGE P LAN & D ETAI LS M 101 N o PROJECT MANAGER � ,- CHECKED M . �Q APPROVED DATE APPROVED ����F C04���o Glen Lyon Snow Cat Bridge Pro�ect SHEET NUMBER � � BROWN AND CALDWELL .s OF a A B C D E F G H I J K L M N 4 P q g C D E F G H I J K L M N O P a ' E � � KEY NOTES: 0 � 1� TERMINATE EXHAUST DUCT 6" ABOVE FLOOR, CUT END AT 45° AND � PROVIDE STAINLESS STEEL SCREEN. o � r 2O VENDOR TO PROVIDE AND INSTALL TRANSFORMER AND OVER CURRENT PROTECTION AS REQUIRED FOR FAN MOTOR. EXHAUST FAN SCHEDULE EQUIP MANUFACTURER MODEL CFM SP HP RPM VOLTS/PH °' NUMBER NUMBER °� EF-1 COOK 180SQN-B 6000 .25 2 1725/860 208/3/60 EF-2 COOK 180SQN-B 6000 .25 2 1725/860 208/3/60 UNIT HEATER SCHEDULE 1 EQUIP MANUFACTURER MODEL KW BTUS/HR HP RPM VOLTS/PH NUMBER NUMBER ZO 0o H-101 � UH-1 MODINE HE125 12.5 42,700 1/15 1050 240/1 480/3 UH-2 MODINE HE125 12.5 42 700 1/15 1050 240/1 480/3 _I"_'__""T—'"—_'I'_'T___�.___'_f_ T�—_�"__'_1__7_"—�„'��___r'_r—____—�'T' T___"____�T—r--'------T '_7_'—____f—"I"_____"—T'__T_'__�__T_I_'—"—'___"'_r UH-3 MODINE HE125 12.5 42,700 1/15 1050 240/1 480/3 � ; ;_ _ � ;._ _ _ � � _� � _ � � _ _ a �_ � � _ _ � � _ � L _ _ J �.. ' �_� UH-4 MODINE HE125 12.5 42,700 1/15 1050 240/1 480/3 - � - / � 1 i � UH-2 UH-3 � � � i '� \` i LOUVER SCHEDULE � � \� �� � I i EQUIP MANUFACTURER MODEL W H COMMENTS r` I � NUMBER NUMBER i., � I L-1 RUSKIN EME6625D 60" 60" ANODIZED BRONZE FINISH { � L-2 RUSKIN ELF6375DXH 42" 42" ANODIZED BRONZE FINISH � � L-3 RUSKIN ELF6375DXH 42" 42" ANODIZED BRONZE FINISH 1 x x I � N `\ i,, `\ // N � i \ / \ / \ �� \ ! i \ ! \ / � \ ! \ / \ � \ / \ ! \ / �'` �� �� !� � \ ! \ 1 � � i `, �j �` f� `� /� \� /� \ / \ / \ / \ / I 1 / � i \ / 1 / \ / \ / \ / \ / � � 1 / \ 1 \ / \ ; \ / \ / � �� � � � , � I � i � � � � � �� �� �� i� II II � � _ E F-2 � EF-1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -�� - - - - _ �� -=^ - - - - - -�-� - - � • I �— - - -- - - � � .- - - - -- - � I_ � - - - - - --� � - - - � �� � — � � � — � ._ - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - ._._ _._ - - - - - - - - - - - - - - - - - - - - - - - --- -�- - - , ! I I . � I � � � � 1 � I I . I � 1 I I � � I �n � N i 1 N i . , � { `� � � �' � 25x25 ❑ 25x25 � �� �f I j I I � � � I ' ' L-2 I , �, �� � � I EF-1 I �� i, ' � I . � \� r� Ii � i UH-1 UH-4 � L-1 EYO D I " d. I J I ------------------ . . ----------- -------------------- � o . . ______�._ .__.___�___�__ ._ __.__.__..___�__._-----,------�---_�..._ __.._____� � —�—� -—�— � � � —�--- �-1- _`�� . I � L-2 L-1 L-3 � I � � . I I ' � � � 1 I I _ � � . . , • --I � � I- • , . . . . . . . - —f— �b—�� M =1 I 1-f I 1= =� — �= � ( _ � .—� �� — sEC-rioN 1 H-101 - SCALE: 3/8"=1'-0" 3 HVAC PLAN N � � ° 3/8" = 1'-0" r _ N � C �tC � � � .�C � J ¢ ,_ LINE IS 2INCHES � EXTERNAL REFERENCES ,, �pFESS/p REVISIONS FILENAME � ' � � , � � 1 � AT FULL SIZE TBLKdwg „/o� bqr SNOWMAKING PUMP VAULT H101.dwg i � QF NOT 2"-SCALE ACCORDINGLY) S-PLAN-TOP dwg �,��' c�` ZONE REV. DESCRIPTION BY DATE APP ��;��� ��� <°��'i^� � S-SECTdwg ti" ?' ;�r•��"'' ` ' ,'��•�° BC PROJECT NUMBER � � o DENVER , COLORADO � R, " ' ;} ,��, � 25214 � M DESIGNED KFS -� AV1D A. RS "�' � � � w>, � - �, � .� H VAC � ,,� CLIENT PROJECT NUMBER � � DRAWN KFS 1744� d� ,;���. yn .. o �� SUBMITTED DATE CHECKED L,[ � DRAWING NUMBER o � ` � H-1o1 N � PROJECT MANAGER J' `� Q APPROVED. DATE. CHECKED SJD '�rF�� CO�a4p.o Glen L on Snow Cat Brid e Pro�eCt � v BROWN AND CALDWELL APPROVED� . y 9 � P LA N SHEET�NF MBER a A B C D E F G H I J K L M N O P q g C D E F G H I J K L M N O P a � � PLAN DRAWING SYMBC�LS: � ' LIGHTING SYMBOLS: GR�UNDING SYMBOLS: H OL ° NOTE: O GROUND ROD, 3/4" x 10'-0", COPPERCLAD ° 1. LIGHTING LUMINAIRE SYMBOLOGY IS DEPICTED ON THE DRAWINGS FOR (UNLESS OTHERWISE NOTED) H CLARITY ONLY. THE CONTRACTOR SHALL PROVIDE COMPLETE OPERATING � GROUND ROD AND WELL LIGHTING SYSTEMS AS DEFINED ON THE LUMINAIRE SCHEDULE AND AS H SHOWN ON THE PLAN DRAWINGS. GROUND CONNECTION �� � MTR A LUMINAIRE IDENTIFIER DESIGNATION. SEE _� �r GROUNDING CONDUCTOR FROM � � $,6„ LUMINAIRE SCHEDULE FOR ADDITIONAL SYMBOLOGY INFORMATION. PANELBOARD ��-?-o I L PB-1 �� 3 � L � LIGHTING CONTROL AND CIRCUITING: � -� ' LIGHTING CIRCUIT IDENTIFIER: INDICATES CIRCUIT NUMBERAND DISTRIBUTIDN EQUIPMENT SYMBOLS: N � ASSOCIATED SWITCH. FOR EXAMPLE, 3a INDICATES A LUMINAIRE 3a POWERED FROM CIRCUIT 3 AND SWITCHED BY SWITCH a. NOTES: O L A EMERGENCY LIGHTING LUMINARIES, LUMINARIES WITH EMERGENCY 1. APPROXIMATE SHAPE AND SCALE REPRESENTED WHERE POSSIBLE H� �A H OL-H OL-L N BALLASTS, AND LUMINARIES IDENTIFIED WITH AN 'N' SHALL BE HOWEVER EXACT SIZE AND NUMBER OF SECTIONS IS ESTIMATED PROVIDED WITH AN UNSWITCHED POWER SOURCE. L CONTRACTOR SHALL PROVIDE ALL CONDUIT AND CONDUCTORS 2. FLOOR-STANDING DISTRIBUTION ASSEMBLY, SUCH AS A � OOXO REQUIRED FOR A COMPLETE AND OPERATING SYSTEM. SWITCHBOARD, TRANSFORMER, OR MOTOR C4NTROL CENTER I L FLUORESCENT LUMINARIES: + H � � XO00 I � CEILING/SURFACE MOUNTED LUMINAIRE MCC1100 �_ EQUIPMENT NUMBER (EXAMPLE) i CR-H CR-L INCANDESCENT LUMINARIES: ' R WALL MOUNTED / WALL-MOUNTED DISTRIBUTION ASSEMBLY, SUCH AS OOOX � PANELBOARD, MOTOR STARTER PANEL, OR TERMINAL CR-H EMERGENCY LIGHTING UNIT, SELF-CONTAINED PBD1200 CABINET ��- EQUIPMENT NUMBER (EXAMPLE) WIRING DEVICE SYMBOLS: EXHAUST FAN CONTRCJL POWER ~ SWITCHES GENERAL ABBREVIATIONS: GENERAL: EQUIPMENT DESCRIPTION ~ UNLESS OTHERWISE NOTED WIRING DEVICES SHALL BE WALL NOTES: , EF-1 EXHAUST FAN 1 MOUNTED. FOR MOUNTING HEIGHT SEE SPECS. 1. IN GENERAL, ABBREVIATIONS USED IN ELECTRICAL EF-2 EXHAUST FAN 2 � SINGLE POLE SWITCH. DRAWINGS ARE IN ACCORDANCE WITH ANSI Y1.1-1972. FROM � SWITCH SUBSCRIPT MODIFIER. UPPER CASE LETTER OR NUMBER: ABBREVIATIONS ON THIS SHEET ARE IN ADDITION, OR ARE L1 N � PANELBOARD 3 3 = THREE WAY AMENDMENTS TO ANSI Y1.1-1972 AND ABBREVIATIONS PB_� WP = WEATHER PROOF DEFINED ON OTHER DRAWINGS. IN CASE OF CONFLICT THESE ABBREVIATIONS SHALL TAKE PRECEDENCE. � TS-1 TR-H CR-H `� RECEPTACLES: 2. THE FOLLOWING ABBREVIATIONS ARE NOT TO BE CR—L � �g 20 AMP RECEPTACLE� SINGLE STROKE - SINGLE CONFUSED WITH EQUIPMENT NUMBERING PREFIXES. * GF RECEPTACLE MODIFIERS: A, AMP AMP(S), AMPERE(S) 75� 10 SECONDS 3 = CIRCUIT NUMBER C C�NDUIT , GF = GR�UND FAULT CIRCUIT INTERRUPTER DS DISCONNECT SWITCH EF EXHAUST FAN LT-SW C � EAST DOOR MOTOR AND EQUIPMENT SYMBOLS: GFI GROUND FAULT INTERRUPTER HTR HEATER • MOTOR LT LIGHT LT-SW-C � WEST DOOR � MTS MANUAL TRANSFER SWITCH O.C. ON CENTER � � � OR SIMILAR GROUP ASSEMBLY PB PANEL BOARD � � SW SWITCH TS-2 DISCONNECT, NON-FUSED. CONTRACTOR TO SIZE PER NEC SWBD SWITCH BOARD CR—H TS THERMOSTAT � FIELD INSTRUMENT TFR TRANSFORMER * UH UNIT HEATER $�� MTS—EF1 EQUIPMENT DESIGNATOR CR-H TS THERMOSTAT �r CONDUIT/RACEWAYS OFF DELAY TIMER � TR-H 1-30 SEC�ND RANGE �\_-- CONCEALED RACEWAY * -- EXPOSED RACEWAY r EXHAUST FAN C�NTROL RELAYS BOTH EXHAUST FANS SHALL BE CONTROLLED BY THE CONTRfJL • • LIGHTING FIXTURE SCHEDULE RELAYSABOVE . LAMP �k -LOCATED IN LCP-EF FURNISHED AND INSTALLED BY CONTRACTOR DESIG. DESCRIPTION MOUNTING TYPE ELECTRICAL MANUFACTURER c� N0. WATTS TYPE AND HEIGHT REQUIREMENTS AND CATALOG N0. � -TERMINAL POINT LOCATED IN LCP-EF q SELF CONTAINED 6 VOLT EMERGENCY LIGHT, WITH LEAD CALCIUM LITHONIA � -FIELD DEVICE _ MAINTENANCE FREE BATTERIES, SOLID STATE CHARGING AND SELF 2 8 HALOGEN WALL 120 VOLTS 8' AFF 6ELM2-SSB- DIAGNOSTICS CAPABILITES. H0806-TN-N � e 4' LENGTH, DUST/MOISTURE/CORROSION RESISTANT UL LISTED FOR 2 34 F40LW/RS/WM CEILING 120 VOLTS LITHONIA ,� — WET LOCATIONS. DMW240AR120ES1 BWLF °o N W HOUSING SHALL BE CONSTRUCTED OF RUGGED DIE-CAST ALUMINIUM WALL HUBBEL � c HOUSING, POLYESTER FINISH, AND BE WEATHER RESISTANT. LENS 1 100 INC MOUNT AS 120 VOLTS BOI-04 SERIES W — SHALL BE GLASS, GASKETED, PROVIDED WITH A CAST GUARD AND BE SHOWN W/ CAST GUARD �� � � SUITABLE FOR OUTDOOR APPLICATIONS. � � N � Y � J j , , , ' LINE IS 2 INCHES EXTERNAL REFERENCES � OQ�pFESS1Q��` REVISIONS SNOVIIMAKING PUMP VAULT E100 dwNg E �r � , � � AT FULL SIZE TB�K dwg �, �, ° � q ,: � pF NOT 2"-SCALE ACCORDINGLY) , w F2 ZONE REV DESCRIPTION BY DATE APP ��,��� � �� �(+;���"�y"�y� ����;�s�:�'C��'���'���!�<< , �,�s• {r ,�,�w,�.� � ��4ot4TM 't?YI�"r. �� ..f'"'�yt.+iti.bWJ25l � � � , ��� � ���r � , : �;,- i :r.k�����, BC PROJ25214 UMBER r y DENVER COLORADO � m �>°��J � ` r *� � � o � DESIGNED• RPT/DWM L � � � DAVtD A• �RS � �sl�,��;w�, �` � � �' '9M� ``w �� � i��'�'r � ° DRAWN RPT .�7Q4 � ,���„� ,�k ''a �� ,� , y���, CLIENTPROJECTNUMBER , � a .�v..��..,- � e o �i � l l�„I, SUBMITI'ED. DATE CHECKED RPT � G ����- DRAWING NUMBER Na PROJECTMANAGER ,. o SYMBOLS & A6BREVIATIONS, LIGHTING E-1�� �Q APPROVED DATE CHECKED DWM �rF OF �p�d�P� Glen L on Snow Cat Brid e Pro�eCt � � B R O W N A N D C A L D W E L L APPROVED DAM Y g � SCH EDU LE, AN D CON TROL DI AGRAM SHEET NUMBER a OF OF A B C D E F G H I J K L M N O P h q g C D E F G H I J K L M N O P a E � z � �� KEY NOTES: � �� 6 � \ 1 CONTRACTOR TO INSTALL FIVE 4" PVC CONDUITS FROM EACH o �, G F. O o � � m G _`_� TRANSFORMER LOCATION TO SERVICE PUMP VAULT. SEE TORRENT r- o -.._.� ._.__--- --'..-"_----- -� � 3 \ SHEETS E1 & E2 FOR DETAILS. _ ,� � _ -- ��_�..._- � �LECTRICAL VAULT FOR 5 --==--�r -- r P� ._--,-- P� ` P� � � G F� HCE PULL/SPLICE � 3 rr'"-'��_ PE � PE � � 2� INSTALL TWO 3/4" CONDUITS TO BRIDGE GATE VIA BRIDGE CONDUIT. ° PE PE PE pE � I PE 4 � I � ee SEE SHEET S-106 FOR DETAIL. INSTALL 2#12, 1#12G IN ONE CONDUIT. � PE — PE PE � � � � 1 � pF _ PE INSTALL PULL STRING AND CAP SPARE CONDUIT. � � � � �.J � G _.----- P S P�– PES PE l PES �� ,`� E � - o � I , � � � PES �,,,,_. pEg �--- PES £ ES EE O INSTALL TWO 4" PVC CONDUITS FOR PUMP VAULT TRANSFORMER `y = m � ► -- S PRIMARY SERVICE. PER HOLY CROSS ELECTRICAL STANDARDS -�-' ° O 2 I 6 I ` P�S 1 CONDUITS SHALL BE BURIED AT 48" DEEP BELOW GRADE. SEE ALPINE � rn / �--- PES --"__ pES '�a _...�-- F S —'.---- PES 6 / N . r� �----- PES � 3d o z �� � pES �� PES /,, ` � __ ____... ------ � O4 SWEEP CONDUITS UP TO RUN ACROSS TOP OF SNOWMAKING PUMP m . VAULT. ENCASE THE TWO 4 PVC CONDUITS ON TOP OF THE PUMP , T ` � ' ` G SNOWMAKING PUMP VAULT VAULT AND DOWN TO 48" BURIAL DEPTH IN FLOWFILL CONCRETE. , i` � %' �`� R7 i i _,_{' �% o � � , � � 5 VAULT, DIMENSIONS, PENETRATIONS, SEALING, GROUND RODS, ETC. "' � �' �r' � - '-"-� \� %� � SHALL COMPLY FULLY WITH HCE CONSTRUCTION SPECIFICATIONS. x � �� � �+� M r � � G SEE ALPINE DRAWINGS. � -''__ . : '�_ - �>� SNOWMAKING PUMP VAULT 00 � --" � SERVICE TRANSFORMERS °O _ �� _ _ ___-- '"� 6O PROVIDE #4/0 GROUND RING AND ELECTRODE GROUNDING s '� _ �r-°"- � CONDUCTORS TO SERVICE ENTRANCE EQUIPMENT. -a�``""� 7O INSTALL TWO 4" AND TWO 6" CONDUITS PER HCE REQUIREMENTS � o ACROSS BRIDGE. SEE SHEET S-106 ON THE BRIDGE CAT DESIGN o r a � DRAWINGS FOR INSTALLATION DETAILS. z , I� o � rn � 4 � 0 _ r� O m � a � 0 z m 0 c� o � a � � r r� ° FOR ALL CONDUIT ROUTING UNER THE � o � °' �' GLEN LYON SNOW CAT BRIDGE, REFER � 7 TO SHEET S-106 ON THE BRIDGE CAT . m DESIGN DRAWINGS FOR INSTALLATION " � � DETAILS. m a rn 2 0 � = u� rn _ a m rn _ rn z a �° � 0 r d' d' � � _" i a � 5 o / �S ES ` �' �� � r W �5 H s � a EP 5 � �PN -�� SNOWMAKING PUMP VAULT AND SNOW CAT BRIDGE m r `� �� _ SITE POWER PLAN M , // EP� ___ _ __ __- - ' ' BRIDGE GATE / �p r, , ___ -- 3/32" = 1'-0�� i y Q a __ � - -'- " rn � a o N � w � W z ELECTRICAL VAULT FOR O ��, �--HCE PULL/SPLICE � �� u � 3d '� � � O —`_ 3d � J n ¢ ,_ LINE IS 2 INCHES , EXTERNAL REFERENCES °"�' REVISIONS FILENAME � � � , , r � , r AT FULL SIZE �' snowcat-sha�lows dwa ��0 F SSI pPo ,;��:� � ,. , ,, . { SNOWMAKING PUMP VAULT E101 dwg � �, ,�,0 '�� ZONE REV DESCRIPTION N (IF NOT 2"-SCALE ACCORDINGLY) TBLK dwa �. BY DATE APP. � '�' '�#r����' ''� �"`�', �`�� � '��'�``'A ���� 'r' BC PROJECT NUMBER ►^n' BRIDGEdwq � �` '�G, , '�"�', 25214 � G " - L� ,x � Y ..I . � � D E N V E R, C O L O RA D O 9ate2-18 dwq � ��' '' ' u, DESIGNED � S ��a�#:>,�;.`��:�;� °�.".,,�� �:. �l:" RPT DWM � .,, r„ �v�'���.� "�"" :� ,� � "�, CLIENT PROJECT NUMBER �; � � AVID A. MY RS � � ������;�: �=� �` � DRAWN RPT � 97442 F��.� ,. � �� SUBMITfED. DATE: CHECKED• RPT DRAWING NUMBER No PROJECTMANAGER ���j ELECTRICAL SITE PLAN E-1�1 � CHECKED: DWM `f'T p � `�' a APPROVED DATE APPROVED DAM 9TF pF ���pRP� Glen Lyon Snow Cat Bi�idge Project SHEET NUMBER � V BROWN AND CALDWELL �...,e OF OF , p„ q g C D E F G H � I J K L M N O P l q g C D E F G H I J K L M N O P Q � A GENERAL N�TES: 0 � - A. ALL WIRE AND CONDUIT OUTSIDE PREFAB PUMP (TYP OF 3) SKID SHALL BE SUPPLIED AND INSTALLED BY o ° CONTRACTOR. � 3#12, #12G, 3/4"C DS-HTR-3 D;3-HTR-3 3#12, #12G, 3/4"C B. REFER TO TORRENT DRAWINGS FOR ADDITIONAL SWBD-1 20 10 �6 SWB�'2 INSTALLATION REQUIREMENTS. GFI N GFI � HTR-1 HTF;-3 � C• ALL HOME RUNS SHALL BE 2#12, #12G, 3/4"C UNLESS � � � OTHERWISE NOTED. � DS-HTR�1 DS-HTR-3 10b � 8a I 10b 8a 10b 8a � 10b KEY N OTE S. � rn P61-8,10 1 CONTRACTOR SHALL TERMINATE VENDOR (TYP) NEMA 12 MOTOR END AF�TER PUMP AND MOTOR RING AT B �2 G8I L_P_?_J i�_P=8_� INSTALLATION. SEE TORRENT DWG. E1 & E2. (TYP OF 19) ,- -----------------------�,__----- P4 P3 P� P� � P5 P6 ;� -�--'� �'��T�-^T T T_ !� O2 VENDOR SUPPLIED EQUIPMENT TO BE INSTALLED r----- ---'- -- ---- 3#12, #12G, � �^� � � � � � � c� �----- ------, �----- ------7 ; � � ; BY CONTRACTOR. SEE TORRENT SHEETS E1 & EZ. � � � � � � � � I � � � � � �� I 1 1 I I I 1 I I I 1 I � � � � (M 3#1�, #12G, 3/4"C 3/4 C � �I M � � O3 LINE VOLTAGE THERMOSTATS FOR VENTILATION i � i � i i i � i i i � i ,...� i i -•� i 00 11 MTS-EF-1 PB1-2,4,6 ' � � � � � � � � � � � � � � � � � , , � � ' ' ' ' P61-26 28 30 MT�-EF-2 � 11 � o� , , , , , M , , M , ( , , , , �� � � � � � �-co CONTROL. DAYTON MODEL 2E728 OR EQUAL. N� � „ , � , � � � M , � M � � , � , ��. � � (TYi� dF 6 MOTORS) � � � � � ; ; ; ; ��____________� L.--_____._____J 30°-110°F COOLING, 120VAC, 10ACONTACTS. , , , , , , , 3 TS-1 I � � � � � 6#12, #12C�, 3/4"C � ' ' ' � � --� � � � � � � � O INSTALL LIGHT SWITCH BELOW THE TOP RAIL OF 6#12, #12G, 3/4"C �------------, L'______..�_�_J �---------- 3 TS-2 M � 3#12 #12G, �____________, L____________J � MTS-EF-2 � METAL HANDRAIL AT LADDER. � � 3/4 C � E F-2 oMTS-EF-1 EF-1 10b 8a j LCP-EF 10b � $a Z � 5O EXTEND FIVE 4" CONDUITS TO SWBD-1 SERVICE , � z _ r _ _r �_ _ � _ T _ _,,.r_ _ � TS �___- _ _ T _ _� � _ �_ _� -_ � ENTRANCE PANEL. ------- � � I I I I I r 5 � I I TS � I � g � I I I I I 6� EXTEND FIVE 4" CONDUITS TO SWBD-2 SERVICE r•. 8a � O � � O � ENTRANCE PANEL. l- -� .-L- -L - � _1- _1 PB1-24 � -� _L ,� _ J- -1- - _ .� 4#1/0, 1-1/2"C --------------, a� � � PB1-1 �-�PB1-13 10 �PB1-15 1�-SWBD-2 6 �� 10 PB1-1 , P61-7 10 10 PB1-5 � SWBD-10 0 0 0 7 EXTEND TWO 3/4 C CONDUITS TO PANEL BOARD 7 � �� _ � LCP-EF 13 O SEE SHEET TFR-P,B1 PB� 9� 5 SEE SHEET PB�• � � E-101 FOR ( I HTR-2 � 10b � 8a 10b 8a � 10b 8a CONT NOUATION O OWNER FURNISHED BUBBLER PANEL LOCATION TO CONTINUATION U DS-HTR-2 2#10, #10G, 4#10, 2#12, CHTR-4 � BE VERIFIED BY CONSTRUCTI�N MANAGER PRIOR 2 PB� � 3/4"C #12G, 3/4"C TO INSTALLATION. CONTACT SHALL PROVIDE 3/4" 3#12, #12G, 3/4"C ; pg�_22 PB1-21, 23, C1S-HTR-4 _ � � r- SWBD-1 ; a c GFI 9 GFI �� c 3#12, #12G, 3/4"C CONDUIT TO PANEL LOCATION FROM PB-1. � 2 TFR PB SWBD-2_--� 25,27,2 � i co TRANS. SW. ` - - 3#4 #8G 1"C 3 20 16 3 3 g�/�/gp_2 9 PROVIDE A CONCRETE SLAB HEATING SYSTEM TO SWBD-1 ' ' PB1-20 PB1-16 O DS-HTR-4 COVER TWO STAIRWELL LANDING AREAS PER d- SHTR-1 SHTR-1 SHTR-1 N SPECIFICATIONS. I °-'�° 4 TRANSF. SW. d TS gHTR-1O 8 9 OSHTR-1 T e �'� I ' � � DS-SHTR-1 m 10 FURNISH AND INSTALL CIRCUITS FOR MOTOR PB1-14 PB1-12 4 � DS-HTR-2 2 � HEATERS TO PANEL PB-1. SEE TORRENT DRAWINGS � SN(�WMAKING PUMP VAULT E1 & E2. P WE R AN D LI G HTI N G P LAN 11 2-SPEED, SEPARATE WINDING, CONSTANT HP, NEMA � `n O SIZE 1, SQUARE D CLASS 8810, COMBINATION d PB1-14 P61-12 e DISCONNECT SWITCH TYPE MOTOR STARTER. 3/8" = 1'-0" 120VAC CONTROL COILS SHALL BE PR()VIDED V1/ITH C SLAB SLAB MOTOR STARTER AND HAND-OFF-LOW AUTO HEATER HEATER SELECTOR SWITCH, RUN LOW SPEED AMBER PILOT (TYP OF 4) ZONE 1 ZONE 2 LIGHT, AND RUN HIGH SPEED RED PILOT L1GHT. CONTRACTOR SHALL PROVIDE ALL CONNECTIONS 1'-0" BELQW PER CONTROL DIAGRAM ON SHEET E-100. TOP OF WALL �r 12 ONE DUPLEX 20A RECEPTACLE SHALL BE � DEDICATED FOR SUMP PUMPS. 13 FABRICATE, ASSEMBLE AND WIRE EXHAUST FAN CONTROL PANEL PER CONTROL DIAGRAM ON - SHEET E-100. � • M � 3 � N O � W v � W � � N L� � N � �c � J Q , LINE IS 2 INCHES _, EXTERNAL REFERENCES Q�pFESSIp� REVISIONS FILENAME > r - - � o q( �;�,,,;.._ � SNOWMAKING PUMP VAULT E�o2 dwg d. � � , + � � ' AT FULL SIZE TBLKdwg ,/�� ,< �,��,, ��,ak °�' �"^�`� .�= t �',• c<' ZONE REV DESCRIPTION BY DATE APP ���'�* >w��� `� ��� � #�'' ' " r (IF NOT 2"-SCALE ACCORDINGLY) S-PLAN-MAT dwq ` ` BC PR MBER �- , 2 ��,��.:��>�,�� £� ,�: L „"�� OJECT NU � S-PLAN-TOP dwg � � � � , �r `�R 25214 ;�+�' r � - < " �"�,, t �, � � � D E NVE R, C O LO RAD O DESIGNED ` � � �V , n��Y� , � �� ELECTRICAL RPT/DWM �' � DAlIID A. ERS � ����:�°"' � � '�� CLIENT PROJE'iET NUMBER (T'��.�.�� F � /�I('i.• � f. r�. m �"� 1744 ����' � �� . DRAWN RPT �� � '} , ��4�, 1 � '� -� RPT �� � 1 DRAWING NUMBER o � SUBMITI'ED DATE. CHECKED , � �� o P OWER AN D LI GH TI N G P LAN _ N Q PROJECT MANAGER D� �',9r oo E 102 M o C H E C K E D F OF �p4 a R P G l e n L y o n S n o w C a t B��i d g e P r o j e c t SHEETNUMBER � Q APPROVED DATE APPROVED DAM -..P-�-�- � V B R O W N A N D C A L D W E L L OF a q g C D E F G H I J K L M N O P , � , � D D D - D 0 0 9 . � D D D D D JOB N0. 5461-03 �EBR(�ARY 25� 20D4 � � � � o _ 54610�-M 1 PU�1P1�0�1 SE MECHANI��L �i�� �ENf��L A��4ANGEME�V T LA1��UT � 546���-P 1 PUf�PHO[��E PRflCESS �4�VD 11���RU�IEI�T D�A��AM � �4�10�-�� �'��I/JPHOUSE SI�IT�HBOA�4D � � ELECTRIC�� POWER O�IE-���V� �1�4��AM � 54�10�-�2 �°�MPHaUSE SWI T�HBOARD #2 ELE�TRI CAL P01�/ER ONE-LIN� �1�GRAM 546103-E3 PUMPHOUSE ELECTRICAL CONTROL BLDCK flIAGRAM PUMP VAULT _ _ � i — _—�— , F� ��❑� ;t" � ��� � I ,,.. � D D D � D {� O D ❑ , �._-_'�� �__.__..%�..____.___--- - - ' _ _� ._.__r._--�---_.- _� _�°�� U ../-' °,,,�-~°-v-- ._.____------���.____��.___..----�._._ �- � _--_�-__._� `�...."" ❑ . ..-�'"1--.°•.�..- �� __----"--_-�--�-- ° 8 0 9 0~ ____.___ �---� ��--'"�____--�—W —-__`_____-�...—`-----���^` �� -�- .�-._____ '----._._.._.._,__�..��-'-_.__~--� � �r --_-____._ ,�, =�;f,���;�'.�;��'-'��`'"��-- '- •�--�..� -- �.�._.__� -�- o ° � ° D 0 ° O �,��,,...---' �--__-��-- _�--�=�—��,.___:�.��__=�„,�_�=�;�--___-__- _a.� ----- —�`�-�-�- - _ � < -�-_.. ---.., �__.__�.�____��_ „�.�___..---- -,.:.�,���_�, _ a �E '��.._.-�a'���;d�'�?�' '� "~--:••=-'�"-=-�aw��- �"^�..,,�1 ,^ .�,-"' ._.-�--�'T"f _�---'`y''T�-°'°- .wc�v'�:�+"�„ ., ».��F�':��:'s...:.�'- /����"""�..�„� •e,�� �` ❑ � � ��„^.''' `--_ °°✓�,�=� ,� -�,fE-._.��,-��•��"�^-`�'''-w"'a�._.....�`_ �... f� `` �..:,� � � i ,/'� i.... ../"''° \�/ ""..--^-^' ,�^°�.�.�..�°,x'a.g-�.� `�'`.r �. r ,,,,..�--� �� """"`�_� '�.`�k5`"''y._ �.� �..___._ _.���.:_.�,�e .--____ 8oga - ,_-- ,,.-�•�...----- -� � f _---- _________--__.___.—__.__-______�____.. _� -_.- —�---_..._ --�- .�,__ ; -�''';:��� �=�`,.��. .:'"'\....,-..`�-i�,�--__._,..___."'-°---"'"'".�----'�`_.-�"` '__'" '^- ...Y ..._. __M1� ^�,� . 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BOX 270 MILFORD, 1N 48542 USA ��.��� � 1--�''� �o.��. r„�.�d��%�o S I TE L A YO U T �� Y_ 4 � �- � :� �; P hone: (5�4j-658-3200 Fax: (5�4j-658-3�29 SCALE: 1" = 20' - ".._.,�----��-J''- '�- ��°c� �: �� �,,��-�'�=��==��--- � ��`°� :� �� www.tor�entee.com y;'.�-"✓", t ������'e .... �••,� `� �S� ����•. .••°���Ci.� �;��`� o rti��-� . �- ��� �� ��3AR 3 0 2��4 _ _ , G❑RE C�EEK C�) 36" ❑D C35,25" ID) INTAKE FR�M GORE CREEK 2400 GPM S�RUCTURE . + } � ;'�; 4" SCH 40 PVC SLEEVE . ,'_, ,__, ,__, INTAKE STRUCTURE ; ; W/ PULL R❑PE F❑R BUBBLER (� `�� �� (� �Y� �a BUBBLER SYSTEM � � SYSTEM TUBING, � ��_ -'� � ��__-'� � � N❑ SHARP / 90 DEG BENDS , - � � � BY AQUA SIERRA � � � � ❑R EQUAL � � <90 DEG SWEEPS ARE �K) � � B � � � E A '' � � � � � „ � � 1 � " � � � � „ , ,� � � � � �'% I I I I ,.�'�i�/ � I I I I --- -I ��' I I I I FROM T❑ MAIN A AND i i i i TRANSF�RMERS —� i i i i C2) REQ'D MAIN B i i i i T❑P ENTRY i i �-I-r----------I------------------------------------------------------------------------------------- ----------i-�, 1500 KVA EA —� ► i ,,' i i � � `� � � � 'L----------' ------------------------------------------------ ---------�, �� B U B B L E R S Y S T E M � � � ,.� �------------------------------------� ---- ` � .T------------------------------------- �-----------�-►---,-�------------�--------------------------------�------------�------------------=----------------- �---I C❑N T R❑L P A N E L ^ —T� \ I ��_��______�_�_______�_�_______�__�___ _�_�-.^__�___�_���--�+�.{_G-_�_______�_�-_�_____�______��_��______�______r__�_________ lJ _____ \ ___ - ' � � � i � � � � -'"T_-- T�'� , a �� � i BY AQUA SIERRA �R EQUAL , � � , i i i i i i i i � � � .1--------1� � — i i i i GORE CREEK REPLACEMENT PUMPS ; i i i i i i i i ; `� �� LIONSHEAD REPLAC�MENT PUMPS i i i i • i i i i i i i i i i �-1 ��� i i i i HDUSE PANELB�ARD i i �-_____P8____ _____P7______ PC��ER � i ��RVIC�,i i �5 PL� � � i i P1 i S��V��E� i i i i ii ; VFD STARTER P6 DIST�I�UTI�N � ENTRY � � ; �FD coNT �� ; VFD ; ENTRY i P�W�R P� P3 P4 � � � � i i ; 300 HP 300 HP S3 OR HPR L�� �-MAIN_CB i� i3 OHP PAN� i � �-' 300HP �_ MAIN_CB_� DISTRIBUTIQN STARTER STARTER STARTER i i i i i i ; FUT� FUTURE i i i - - i 7 �- - i - -r— - - 300 HP 300 HP 300 HP i � i i TO NEW SN OW � � �.___-----___...._-- --------------- -�--r=---- =--�- �_----_ J � � � � H�U S E T R A N S F�R M E R ' � i i i i CAT BRIDGE � � ���IC����������. ��6�������:�� rl � �---°=='-a===°-- � ^ --�=='-a`==°--� � o � � � � � � _ � �`� x , v � � TRANSFER SWITCH NOTE 1� i i ` �' `� D c 0 � —► °1 � � T� VAIL MTN, FUTURE RESERV�IR i i , „ ,�, , i �_� --►� ��_� c�3 � ,_ i i I I ���^-�� i ' I / __` / '__ -� , ;\` i\\ %\` i\\ ' I 2,400 GPM @ 640 PSI i i ���-- � ��-�� . . . . = m il�f 6�-�° OR `_ N , , , , I �* f' � �\ I ; \ ; ; i i WEST SIDE SN�WMAKING 20 Q � ���---=--.�� �,====-�� � I �, ' ' ` � ' * � �_ _ _ � a ° e � e o � o e � o o � 8 i +/- 2,000 @ 700 PSI r!\`li� u �.�\\!S - --"t'� � //~\� � � �'—\\ � T__ \/ \ \/ \ \/ 1 \/ \ � i P6 i � � i P5 i � o C'-1--t •e �� , � � � � o � � � i i - r�i�- �,_� ,`� ;`�� ����\� � i � � i i � / � � P1 i � P2 i ' P3 i � P4 a i � _ � +, � , , � + , , I �� ��, / � �� �r.i� � I �� j �, j � ° A !i�� `��\ �. 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' 6, MAINTAIN PUMF VAULT IND❑❑R TEMPERATURE AT VAILMOUNTAIN C O DEG� F- �" 1O DEG� F D WG S CA L E . 3/S" �"' 1 ' PROPOSED UPPER EAGLE PUMPHOUSE No DATE REVISION BY RECCJMMENDED PIPING PAINT C❑LOR C�DES; 7, THE PREFABRICATED PUMP STATI�N IS C❑NSTRUCTED WITH AS MANY DRAWN BY ca� CHECKED MRM WEATHERPR[7❑F C�MP❑NENTS AS P❑SSIBLE, H❑WEVER, THERE ARE DATE 12-1-03 APPROVED 5 3-5-04 SHT4#17STUBOUT�SHT6NOTES M�M L❑W PRESSURE WATER — LIGHT BLUE SEVERAL ELECTRICAL C❑MP�NENTS THAT ARE NEMA 1 RATED, THEREF❑RE, THIS DRAWING AND THE INFORMATION SCALE 3/8"=1' 4 2-25-04 ADDED INTAKE BUBBLER/GENERAL MRM HIGH PRESSURE WATER — DARK BLUE IT IS MANDATORY THAT THE PUMPH�USE STRUCTURE BE A WEATHER—PR�O� SHOWN HEREON ISTHE EXCLUSIVE TO R R E NT En ineerin and E UIn ment FACILITY� PROPERTYOFTORRENTENGINEERING g g � r DRAWING NUMBER 3 1-30-04 ADDED INTAKE STRUCTURE&DETAILS MRM AND EQUIPMENT,LLC,AND SHALL 2 1-21-04 UPDATED/ADDED DETAILS MRM NOT BE REPRODUCED OR DISCLOSED 546103-M� TO ANY THIRD PqRN WITHOUT PRIOR P O. BOX��TO MILFORD, IN 46542 USA WRITTEN CONSENT FROM THE COMPANY Phone (57�)-658-3200 F8X (574)-65$-3229 www torrentee com REV 5 SHEET 1 OF 8 1 12-23-03 UPDATED PER SITE MEETINGS MRM • ` _ ' _ ' _ _ _ __ _ ' _ ' ' ' ' _ ��;4R�,� LC�� 20'-0° TYP, • �____9,_3N .`g,_1„ 9,_pY � �� , •a+ � f ���� � � . �� •� �i� � a , �� • � � 1 � i �d� , � ` y�' �^'�4� � � � •� . 1� ,�r� � � a' � �•e � r�'� ��••�'d� �'+� � . � � � � 11 ���.Te, dI �,t �. � " � �J•t� • 1�'� 1� �4 � S'k� "��� L . �,.,� � f � 4 . ,��•� °v �'••'' P• ; •,� ' r� ' I� ���a ��• ��a � • ��/ � .�i•, 5,��, ,�� ',� � � � � � ! �• : � �' ��� � , a 'j � 3� ��•7 ' 4 ,�y�� �i� � , �el �. •� �� ° � •" ,• i� , .a. 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PUMPS P � - P4 'i: �;�; ,_� �y PUMPS P7 - P8 �;. 1 114 8,065.0' F,L, , tl„ � � • , , �. , N ,�. . �, , ' r u�, '.�� �, �s � � ��, SECTION B - B PUMPS P5 - P6 D W G S CA L E : 3/8" = 1 ' �P�p REr/sP, ��� O •'' P����" �� . p� , r-Q� �d �`���''��, v ;'��' �': � �� scoo� ;; � �'� VAIL ASSOClATES, INC -�, : � : �:, „� � `•.^ c �:� r�rF VAIL MOUNTAIN • � : .a 1.� '`�E!`S;'°•. ,,,,,,..•'�C3�i� PROPOSED UPPER EAGLE PUMPHOUSE 5'/� f�� �- � r e `..� � DRAWN BY CAD CHECKED MRM NO QATE REVISION BY 5 3-5-04 SHT 4#17 STUBOUT�SHT 6 NOTES MRM DATE 12-1-03 APPROVED 4 2-25-04 ADDED INTAKE BUBBLER/GENERAL MRM THIS DRAWING AND THE INFORMATION SHOWN HEREON IS THE EXCLUSIVE SCALE 3/8"= 1' PROPERTY OF TORRENT ENGINEERING TQ R R E N T Engineering and Equipment DRAWING NUMBER 3 1-30-04 ADDED INTAKE STRUC7URE&DETAILS MRM AND EQUIPMEN7,LLC,AND SHALL 2 1-21-04 UPDATED/ADDED DETAILS MRM NOT BE REPRODUCED OR DISCLOSED 546103-M� TO ANY THIRD PARN WITHOUT PR�OR P O BOX Z7O MILFORD, (N 46542 USA 1 12-23-03 UPDATED PER SITE MEETINGS MRM WRITfEN CONSENT FROM THE COMPANY Phone (574)-658-3200 Fax (574)-658-3229 www torrentee com REV 5 SHEET 2 OF 8 �1�.R 3 0 2u_�� a` . � � . �+ � f � � �A� '• ' .� ,d� � � , a •� ,,,.� �' �� � ' � P' , �, 'a. . i � , r • `a. ,I�p• � ' ! 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NORMAL W�L� •i ,a f •�r I �wl I I � � I I � � �•,i e� r •�P , ,+�r '� , �V �'�r ,�� �' I I I I I I I I ;•+�� p�—Od ~� ( r I � � � � � � � � , � , I I I I 1 I I I ''' ',' �e'� I I I I I I I I I FLI�DR I�RAIN . . ' � �� i i i i i i i i PIPTNG, TYP, '• � i i i i i i i i . . , ' :� ��� ° �---� �---� � �---� �---� • 4. I ,; 4 ,,, w� � . � ,,.a e•, � ,� 'i S � � � ��, p �y .� �� ���� ECTI O N D - D � �� S .. 4 ^� . _ r:; y,�' d.• ` , , , + , ,4' SECTION E - E DWG SCALE : 3/8" = 1 ' , � ��� ��o ,�������,,� �O�1ly•t4i`•�;�°�,!r� ,�. . U Y�i' F�_'��: v ,'f i — ��4°� � �= ',; VAIL ASSOCIATES INC -v : �y, t� , � � � ``"'' VAIL MOUNTAIN ��:,.. .,: .,, f. �`6� `��S'���ti�'�'��`����" PROPOSED UPPER EAGLE PUMPHOUSE � �, ���" ` DRAWN BY CAD CHECKED MRM NO DATE REVISION BY � 5 3-5-04 SHT 4#17 STUBOUT&SHT 6 NOTES MRM DATE 12-1-03 APPROVED 4 2-25-04 ADDED INTAKE BUBBLER/GENERAL MRM THIS DRAWING AND THE INFORMATION SCALE 3/8"= 1' SHOWNHEREON ISTHE EXCLUSIVE TO R R E N T En ineerin and E ui ment PROPERN OF TORRENT ENGINEERING g g q p DRAWING NUMBER 3 1-30-04 ADDED INTAKE STRUCTURE&DETAILS MRM AND EQUIPMENT,LLC,AND SHALL 2 1-21-04 UPDATED/ADDED DETAILS MRM NOT BE REPRODUCED OR DISCLOSED 546103-M�I TO ANY THIRD PARTY WITHOUT PRIOR P O BOX Z7O M I LFORD, I N 46542 USA 1 12-23-03 UPDATED PER SITE MEETINGS MRM WRITTEN CONSENT FROM THE COMPANY Phone (574)-658-3200 Fax (574)-658-3229 www torrentee com REV 5 SHEET 3 OF 8 �'.;AR �� ZuJ� % • �� UNDER SLAB PIPING AND STUB-UPS WEST WALL PIPING STUB-OUTS ��-o�p REF" REF� �-- - - � __.,t�--t________r-�'l.--_ 1 12" STD WALL STEEL PIPE (A-53 / API-5L, GR B), 12 3/4" OD x 0.375" WALL THICKNESS 17 12" STD WALL STEEL PIPE (A-53 / API-5L, GR B), 12 3/4" OD x 0.500" WALL THICKNESS - STUB IN 2'-0" FROM INSIDE WALL -� -? � -� I I ❑ ❑ ALT - API-5L, GR X-42, 12 3/4" OD x 0.375° WALL THICKNESS � ' , i ' , �" � ' ' FINISH FLOOR LEVEL ' � FINISH FLOOR EVEL �2 12" x 8" STD WELD CONCENTRIC REDUCER, A-234 GR B, STEEL �'��r+ �•,,�,�. � � ,� ,�:', ' ,y,4'; ;�,• � ,,;�; '`' e � � � ".' ':; �,'° „�;;,;ti ,.' I 1 , , 30 8'� STD WELD 90 DEG. LR ELBOW, A-234 GR B, STEEL ' ' ' ' � i „ „ �, , „ i ; . 4 8 SCH 40 STEEL PIPE A-53 / API-5L, GR B), 8 5/8 OD x 0.322 WALL THICKNESS - STUB UP 2-6 FROM F.F. LEVEL ❑ ( ; ; � � �5 8° SCH 40 STEEL PIPE (A-53 / API-5L, GR B), 8 5/8" OD x 0.322�� WALL THICKNESS - STUB UP 2�-6" FROM F.F. LEVEL �° � � PUMP CAN, 16�� OD, � � 5'-10" PUMP CAN, 12 3/4 OD, ; ; 6�_g�� � � REF, 60 8" STD WELD 90 DEG. LR ELBOW, A-234 GR B, STEEL SUPPLIED WITH PUMP. � � �E� SUPPLIED WITH PUMP i j 7'-2° 7 8" SCH 40 STEEL PIPE (A-53 / API-5L, GR B), 8 5/8" OD x 0.322'� WALL THICKNESS ; ; 7'-�" ' ; ❑ I � 8Q 8" STD WELD CAP, A-234 GR B, STEEL j j ' ' L_..._____J PUT1P CAN SLEEVE, (4) PLACES TYP, � � PUMP CAN SLEEVE, t2) PLACES TYP, 90 3" SCH 40 STEEL PIPE (A-53 / API-5L, GR B), 3 1/2" OD x 0.216" WALL THICKNESS - STUB UP 2'-6" FROM F.F. LEVEL 24" �D x 0,375° WALL STEEL PIPE, � I �4tl OD x 0,375° WALL STEEL PIPE, EXTERNAL & INTERNAL C�ATED, WITH L—_---J EXTERNAL & INTERNAL C�ATED, WITH 10 36" STD WALL STEEL PIPE (A-53 / API-5L, GR B), 36" OD x 0.375" WALL THICKNESS 24" DIA, x 0.375" THICK STEEL END P�ATE, 24° DIA, x 0,375' THICK STEEL END PLATE, 11 3" SCH 40 STEEL PIPE (A-53 / API-5L, GR B), 3 1/2" OD x 0.216" WALL THICKNESS - STUB UP 2�-6" FROM F.F. LEVEL --1'-114" —1'-11�' �2,_�a 12 3 STD WELD 90 DEG. LR ELBOW, A-234 GR B, STEEL � _Q � �� , m 13 3" SCH 40 STEEL PIPE (A-53 / API-5L, GR B), 3 1/2" OD x 0.216" WALL THICKNESS ' 14 2" SCH 80 STEEL PIPE (A-106, GR B), 2 3/8" OD x 0.218" WALL THICKNESS - STUB UP 2'-6" FROM F.F. LEVEL S E C T I O N F � F S E C T I � N G � G 15 2" STD WELD 90 DEG. LR ELBOW, A-234 GR B, STEEL 16 2" SCH 80 STEEL PIPE (A-106, GR B), 2 3/8" OD x 0.218" WALL THICKNESS P U M P CAN S L E EVE D ETAI LS 15'-9" 4'-6° �,--�� ��--� �,--�� ��--� . . i �'--'i i �'-'' i i i i i i i i i 10 i i i i �,_3w i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i ❑ � 6 � � � 7 i i i i i � ---------� ./ � II �-f-r— I------------------------------------------------------------------------------------------------�-��\ 6 I I � I � I I FDi i � � --------� ----------------------------------------------------------------------�, �� � � i ,�rl-- �------------------------- � - /T_____�_______�__�____________�_______ �______�____��__���__ ___�__�_�_____�_�_____________________________________ l/ ________________________________�______ T\\ \ 1 ���������������_�_�������������_�������� � � ------------------------------------�---i-----------i-{--rt-i- -�------i---=_T---------�--�--------------------------- �D - ---�1 �--� F-� _ � � i i i i � � �i�� � � `�------ 6 i i i i 1--------1- � � I I � s � I � � 6 � � �� �` \ r p I I I I I I I I I 21 —6 I I I L F---� 18 —� I I I I . 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I I I � � i i i i u I I ' �Z 4�_�G 4/—�� ����� �"D i i i i I i 4,_4" 2,_11, I 13 i i i i 20'-0" 10'-6° v I i I 6'-0" 0'-10" � I �� i ' ----I- l���d i i FIl I i � 5 �- --2�_0�� P1 P2 P3 P4 � i _ i 17 i P6 �� i ��`` 9 2'-0" STUB-1N LENGTH ON IN51DE WALL � P8 P7 I i Z'-6" 0'-9" � I � � � -6 u BOTH 12" PIPES 8 � - - - - - � 4�-10" { { 1'-4" 14 9'_0" 9,_�° , d I 4 _oU - - - - - - - - �_- -I--I-----= PITYPP4 � � �-3 --- ------------------------- , d --- --- -------------------------- �-- � 12 -6 p�_6� � ' G 15 �5 1�-6N i i r< --- ---------------------------�- ii . _ � _ � _ _ � _ _ _ _ _ _ _ _ _ ______�.ai _ ___ �_____�_________�__�___� 8,_iH 16 _r,�-------- ---------------------- -------------------------- --------- ------------- i-o --- ------------------- -----, TYP, b'-10� _ , a /� P7 - P8 _ � /_ N %J____ �__ ______________�_______ __________________�_—�__�_ _____�_�_ ________________� ___ �_��_____________�_ ____..a� L� 4 6 0,_8„ 2 � ���4# 1 12" CLASS 52 DI. 4 D.i FLANGE � 12" - CLAS5 150 STEEL �LANGE PRECAST 1NET 1NELL 6'-0" x 12'-6" x 14'-0" DEEP PREFAB PUMP SKID #1 OUTLINE, � `�`��G"�,�..�� �` M 10-6 W x 18-0 L, ,�-�'a.���'.•�j�� . ;:r.���.,, INSIDE QIMENSIONS , '� ;;A`�,a 4 Q t � 20,000# EST BUILDOUT WEIGHT - a .•�, ,����'•.�� `�', WITH FLOOR & OPENEQ TOP : '• 6 -8" ��-�`a' �rc�"+ ctV3 ''y� d', � � s5o�� c�c .r =� : -��� PREFAB PUMP SKID #2 OUTLINE, ��:� . , j f> lz'-9" 10�-6" W x 21'-6'� L, °..,� ,.�` �= � ��JS' . 21,00�� EST BUILDOIJT WEIGHT ����`,r°'`���:`-'a�; 26'-0" ��� �� .' � VAIL ASSOCIATES, INC �'C / VAIL MOUNTAIN . � 30'-4r D WG S CA L E . 3/$" � 1 ' PROPOSED UPPER EAGLE PUMPHOUSE NO DATE REVISION BY ���_�� DRAWN BY CAD CHECKED MRM DATE 12-1-03 APPROVED 5 3-5-04 SHT 4#17 STUBOUT�SHT 6 NOTES MRM 4 2-25-04 ADDED INTAKE BUBBLER/GENERAL MRM THIS DRAWING AND THE INFORMATION SCALE 3/8"= 1' SHOWN HEREON IS THE EXCLUSIVE TO R R E N T En ineerin and E ui ment 3 1-30-04 ADDED INTAKE STRUCTURE&DETAILS MRM LT P I P I N G P E N ET RAT I O N S A N D W ET W E L L PROPERTY OF TORRENT ENGINEERING g g q p DRAWING NUMBER _ P U M P VA U AND EQUIPMENT,LLC,AND SHALL 2 1-21-04 UPDATED/ADDED DETAILS MRM NOT BE REPRODUCED OR DISCLOSED 546103 M1 TO ANY THIRD PARTY WITHOUT PRIOR P O BOX 27O MILFORD, IN 46542 USA WRITTEN CONSENT FROM THE COMPANY Phone (574)-658-3200 FBJC (574)-658-3229 www torrentee com REV 5 SHEET 4 OF 8 J 1 12-23-03 UPDATED PER SITE MEETINGS MRM ' �,��? 3� �.�� _ � , 6'-Oy _ I I I I , �--- - ----------- -1- ----- �------------- --- - -------- --- - -- - ------- - ------- ---- ---- -- - ---� - --- -- r- - --- T -� � ^ � � � � I I I ��_6� � � I I I I I I I 4'-0 p I -�- I � I I I � I I I � I I I � , � L--�-�-�J I I � � � EQUiPMENT ACCESS NATCN, � PUMP HATCH, 4'-0" �._ 4' x 4' IN51DE OPENING � 3' x 3' INSIDE OPENING � (8) PLACES j (1) PLACE I � I � � 3,_0� I I TYP, � I � r--___� r--- ---� I 1 r------� �---- ---� �------� �---� ---� I ° 20'-0" I � P6 � � P5 � I I I I I I I I I i I r- ----� r-----� I I I I _ p � P1 � � P2 � � P3 � � P4 � i i i i i � � i i -+- 3 o i i i -+- i � -}- i i -�- i I I P8 I I P� � � I I I T��' I + I I I I I I I � I I --�- � � I I I I I I I I I I I � I I I I I L-- -- J L__ __J L-- --J L-- —,—J L-- --J L—_ --J I I I I I I � I L_— __J L- - __ J i I � I � I � 9'-3" 9�_p" � S'-1" � � I � ' I � I � I � ` � I . I � I � L-- --- ---- --- - ------- - -- - - -- - -- ------ ---------------- -------- ----- - --- - -- - - -- - ------- -J 6'-8° 10,_8° 15,-Z" 19'-2" 30,_4a 34'-4° , 38'-4" 42`-4" 50'-0" PU M P VAU LT ROOF 4PEN I NGS D WG S CA L E : 3/8" = 1 ' . =�=�. �POO.���;�;E���E , �� :��i�t,+=,,•°' �`.�;;0.��� � .°�� r,.�j•.. �;� ' � ��' �?°• '� `t VAILASSOCIATES, INC t � '� �`'�"� g' � f; VAIL MOUNTAIN , � _� • el �3 � d ' ' �'' `` PROPOSED UPPER EAGLE PUMPHOUSE � `��''�y,�°°••....... •''�.�,�' �`�' NO DATE REVISION BY �y�� �°�'�'�� � ' DRAWN BY CAD CHECKED MRM 5 3-5-04 SHT 4#17 STUBOUT&SHT 6 NOTES MRM ���� DATE 12-1-03 APPROVED 4 2-25-04 ADDED INTAKE BUBBLER/GENERAL MRM THIS DRAWING AND THE INFORMATION SCALE 3/8"=1' SHOWN HEREON IS THE EXCLUSIVE TO R R E N T En ineerin and E ui ment 3 1-30-04 ADDED INTAKE STRUCTURE&DETAILS MRM PROPERTY OF TORRENT ENGINEERING g g q p DRAWING NUMBER AND EQUIPMENT,LLC,AND SHALL 2 1-21-04 UPDATED/ADDED DETAILS MRM NOT BE REPRODUCED OR DISCLOSED 546103-M� TO ANY THIRD PARTY WITHOUT PRIOR P O BOX 270 MILFORD, IN 46542 USA WRITTEN CONSENT FROM TME COMPANY Phone• (574)-658-3200 F8X (574)-658-3229 www torrentee.COt11 REV 5 SHEET 5 OF 8 1 12-23-03 UPDATED PER SITE MEETINGS MRM • �i,�R 3 � ��.w INSET ANGLE LIP FpR GRATING SUPP�RT Z'x2'x1/2' GA�VANIZED STEEL ANGLE, C2> ❑PENINGS, 42` x 48° CLEAR, 46" x 52' ❑UTSIDE OF ANGLE FRAME • T�P OF ANGLE EVEN W/ TOP f]F CqNCRETE .. � ♦ .'. .' 6--0. K 0'-9' ---- -- ------- � I i'-3' � i'-3' L — ---- ----- � � i I � INTAKE STRUCTURE i 1'-6• i 6' x 10' x 14' DEEP 5'-9. 3�-0� �� 4'-0� s�-a' �-� ��-o• 5'-9• CINSIDE DIMENSI�NS) � -� ��-�' 1 I II- a ---� � �= N�T�HC1WN C2> 36" DIA, � =II FCJR CLARITY INTAKE PTPES i��-o• i - t - � - ---------- � �------------- -� PUMP WET WELL � � I � 6' x 12'-6° x 14' DEEP � r�� _^ (INSIDE DIMENSIC7NS) , 3'-0' I Q+ 4'-4' 4'--0' �^�� 3'-0' —1� ---------- \ /\ ---------------^------ — ----------------- � �� i FLOW �� � i i� i FL�W . . � - ---------- —► i —► ��'� �" � �I �� i i i . . -- -------- � �__ � -----------� i �------------------------- — ----------------- - i 3'-6' ---------- ------------------------- — -----------^----- ��a10� �' �� -. � � H H FL�W �� �� � i\ � FLOW • • mo�-s• —� i i`� i'" —► THRU TOP ` � ; � ° <2) PLACES I� I --------- — -----------'------ F6R GATE STEM —1�� ---- ------ �/ �`^------------- I NTAKE STRUCTU RE DETAI L - TOP VI EW �- -------- ----� LEAF SCREEN �(- C27 REQ'D N�TE� SHOWN WITH�UT LEAF SCREENS, — GRATING, TRASH RACKS AND SLIDE GATES, _I� SEE DETAI� � L REM�VABI�E GRATING� CREEK FL❑W 1 1/2` x 3/16' BAR SIZE W/ 4� CRQSS BAR SPACING GATE OPERAT�RS MOUNT 24' WIDE, GALVANIZED STEEL PUMP VAULT t2) 24" x 44" L�NG PIECES PER OPENING DN PUMP SKID DECK � C2) ❑PENINGS 42° x 48" CLEAR EACH W/ INSET ANGL.E LIP, 2x2x1/� GAL STEEL SLIDE GATE SLIDE GATE C2) REQ'D (2) REQ'D q�_p• SEE DETAIL SEE DETAIL ,�, 8,082' r,, , I � �, i 4r' 0'-6' 1 I I I ,. I I �1 � I I I I i, ''�� � � �}' SPECIAL NDTES� , =� � � ��� PLAN VIEW OF INTAKE STRUCTURE AND PUMP VAULT 8,076 � 1, REFER T❑ PROJECT PRECAST C�NCRETE N�RMAL w,E, Y ❑VERALL ; Y. ❑NE NTAKE STRUCTUR� DDITI�NAL INFCIRMATION , SCREEN I � 12'-2` 8,074' � WIDTH ; _ 2, REFER T� BR❑WN & CALDWELL STRUCT A DRAWINGS F�R INTAKE STRUCTURE HOLD CREEK B�TTOM ;• p � •,t D�WN PAD� ��, f �a�=��x� — r�— _'="���i° ------ � __ -�_� -�� _ y y 'i.�.a.�;;____ _ ��.�r,____ _ �I . i ;;�,-'�'� _�'g_;y'' � �' �t ;�------- � ,�------- r� . �r, � �� ��� t r�«�7"ti 5� ���5 .," � :%-/ ,�,,q� i'-4' .� .j r�;• SECTION J � :� . •n•• • ,t�i, , ��.�e r:.�.I� •� ;y,.; ; ; � ., �k;,; ' ' �,M1' .t•'j��r';. +A �+�. 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T62F�SH RACK 4�`6� j SEE DETAIl� •,, a�-o• : /� ,: ,,A� 'f' ' - tv❑T SHOWN � EST, HIGH RUN-❑FF - 8,079' � � / , . ,� ,v , � , ,, � � ; " , . ,•� �,,�.,,.�••,'1,,I , F�3R CLARITY � .� +• ,,,., r ,,, „5.�,:+ 'a ., „ ;�, � +' ,, �' �,:,., 8,079,0 F,FL, �F VAUL7 4� / '} "��,,t�,•t''ti� �;�Y' � �1 '.ti�: :+� '��r :.If y�.f�� '/� ,�, t;!���L t y��'� ���� � � , g.{�77�rJ� ��u �/ . � ',, t., i � FL❑W— , I � / '+'�� �, 3'-0' � I 8,076' O 3'0� � -, r.• 8 076' � � ' � , I I � �`,, ,•�. � , N(JRMAL W,E, � � N❑RMAL W,E, e � A, ,.. ,� 6'-s• „�,; 8,076 ,; � NI7RMAL `� i i 8,074,5' ,r� '�. � ;, , � � 8,074' � '' CREEK B�TT�M CREEK BCITT❑M �'� ' ' •� " ia�-o• ' � i i i i : ia�-a• ;; 8,072,3' , ,e. � � �_ �— � I '^ ' � , 1 � i� _•� i� ��� � � +� �, I � / �� � �� � � ; � ' , FL❑W FL�W �..���.,, I I I 1 I ;� 3'-0' —�► _— �_ , I I I 3 � � �(� ��(�'F�,�"�, � I 1 � \ � I � � .�� ,� ., .. „ � .!, � � �\ / �\ / � � �. _ 8,069,3' ,r `J�,'.��`•�� �,y,-,P.p � � I `�__•i .�__�� � � , � � e� :.�c,,`�,. .9;`TA ; i i I ..� 1'-10" �� ''� 11, � � •t�` .%��J3 C'e� r.�eg� , � I i I 8,067 5' i•� �� �°�:� I �--------------------------J I �;;�,�1„ ,h, , ���; q,_4• ,• ��'•• ,����`�— �----------------------------a -� � ,c^��'°••e... . •''�c,`�`.�= VAIL ASSOCIATES, INC ,'. � �; •" �s�/fr;��1' . ��` VAIL MOUNTAIN � 8,065 0' F,L. �; �L�[v�;�,�-� ,�r,���,, � ,� � G PROPOSED UPPER EAGLE PUMPHOUSE SECTION I - I +/^ 28� DWG S CA L E: 1 /411 — � ' DRAWN BY CAD CHECKED MRM NO DATE REVISION BY DATE 12-1-03 APPROVED 5 3-5-04 SHT 4#17 STUBOUT 8�SHT 6 NOTES MRM 4 2-25-04 ADDED INTAKE BUBBLER/GENERAL MRM THIS DRAWING AND THE INFORMATION SCALE 1/4"= 1' SHOWN HEREON IS THE EXCLUSIVE TO R R E N T En ineerin and E ui ment 3 1-30-04 ADDED INTAKE STRUCTURE&DETAILS MRM S ECTI O N H � H PROPERTY OF TORRENT ENGINEERING g g q p DRAWING NUMBER AND EQUIPMENT,LLC,AND 2 1-21-04 UPDATED/ADDED DETAILS MRM NOT BE REPRODUCED OR DISCLOSED 546103-M 1 TO ANY THIRD PARTY WITHOUT PRIOR P C) BOX Z7O MILFORD, IN 46542 USA WRITTEN CONSENT FROM THE COMPANY Phone (574)-658-3200 F8X (574)-658-3229 www torrentee com REV 5 SHEET 6 OF 8 1 12-23-03 UPDATED PER SITE MEETINGS MRM � ira�n �� LC04� CHANNEL SCREEN GUIDE i�-�����-�� i����i�.-'� '�a LIFT ((( �r�' 4' PVC SLEEVE AND 1/2' HDPE � \���� � \���I � SCREERI SUPPC]RT FRAME TUBING T� PUMP VAULT i I I I ANGLE WALL M�UNTING BRACKET i i i i ° 38" x 38" ❑VERALL OPENING INSIDE �RAME, -- - ---- -----:--- � � I � ° a• PVC SLEEVE F�R � I I � o � q CENTER RACK CIPENING �N INTAKE > "�� UHMW R�LLER vz� HDPE TUBING I I I � o � 6 STRUCTURE 36 SQUARE pPENINGS� UHMW RUB PAD AT 8072' ELE, THRU I I I I M , � � , INTAKE STRUCTURE WALL � I I I 6 � °_ � -� � � � � � f � , CATCH SCREEN SUPP�RT FRAME I I I I � + — , 1" MESH SS CATCH SCREEN � r- 1-------1---1-------1---, C�'EEK BOTT❑M �, o � DS DIFFUSER MODULE � ;,'e o o � T 0 P V I E W 0,5' DIA, HDPE TUBING I MODEL #ADS-M-LWA3-20 Cl OF 2), I Cl OF 3 tINES) � � ° 3'-2p 3j�6" 0 I '•J ° e o I � � �� � � '� o I ,��'`d,��'� ��� � � � 3��� � � ��� � , � �.`�,.� �1 '!\�....ra' � �,, �� " G ' ����� ���� VERTICAL BARS ON 6 SPACIN , � ��.� �...� � „ „ � � 1/Z x 4 NDPE � � � � �� ° a H�RIZ�NTAL SPACERS ON 12" SPACTNG, o 0 —I I I��I I I � � TTACHED 'L' BRACKET Cl OF 3) TO CONCRETE INTAKE 1" D I A M E T E R H D P E j I o p�( �,,,,, _ L ____ J � STRUCTURE WITH ANCH�R BOLT SYSTEM, r��O`J[, —T--- T---T-------T-- ADS LWA-3 DIFFUSER \J UNBSTRUT�CHANNEL FOR �' STAINLESS STEEL RNGLE TRASH RACK �RAME PROTECTION AGAINST DAMAGE, ATTACH e � 1� MESH STAINLESS 1,5' PVC SLEEVE FOR UNISTRUT TO WALL , , 1/2' HDPE TUBING USING 12 GAUGE NISTRUT ATTACHED TO HEAVY GAUGE L BRACKET, STAINLESS STEEL ANGLE MDUNTING i STEEL SCREEN � AT 8075' ELE, THRU , ,, GL`L BRA KET,STEEL B R A C K E T S A N D H A R D W A R E INTAKE STRUCTURE WALL 9 -6 DS LWA-3 DIFFUSER TUBING FIXED TO INSIDE OF STRUT, L I F T I N G L U sj � 12'-2" I a, r�� T RAS H RAC K D ETA I L - 2 R E Q' D � ,-1'-,Y�������-�-� � � ._���� �r� � N❑TE� SPECIFIED IN HDPE MATERIALS � ���`�''��''�---------- '� i �_r- a' _���:' � DUE T❑ ICING AND FRAZIL ICE C❑NDITIDNS, � -��`*�LLi='=�_—_____--_ ' ��—�" 4��aH BY STRUCTURE GUARD INC, ME, 207-273-1699 ° i �'�r��----- --------- '; ❑PENING �RAME �R EQUAL, � _- ,� . a��. ~��Y4�, '�'w 0'-58'_ h— s: MAX �r °r.�;, _;�,,' �,+ SLIDE GATE GEAR ❑PERAT�R, C2) REQUIRED � ��. WATERMAN M�DEL 3EN-2d �N FABRICATED OFFSET PEDESTAL ❑R EQUAL, =T ;. !�'�' �� IND17C1R LIPERATIC7N, I ;••+� •�' NC7TE SPECIA� �FFSET PEDESTAL DTMENSICINS, .� '� �� r f,�� 4�_0. t�� „�'�,, '� , '',� `e 3 0'-6�' �,_6�. ��,:' '���� 8.079,0' F,L, 1 V • r ♦ wy' ' ' ' �' �• r '� r „��. � �], 'I.'�{ . �a�tlf ,t. �. 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C5)( PI PI C5) _ . � INTAKE I 6� 6� 6� 6� 10 t4) — 11 PT PT FUTURE FUTURE —. 02 03 3, LSL MIN. 8, i2, O1 I SUBMERGENCE I�`� 12' T� PLC 2' �5� T{l PLC — �TO PLC — TT TI l.T � 10' C5) O1 O1 10r V I I\�I 12� T❑ PLC 01 �S� 8' PI I(5) Td PLC (5> PT FM 12 O3 Ol PT �n/ET �n/ELL PI 8� i2' 12" TI TT r • 04 �5� T❑ PLC� 09 2 10" 0` 0� 10, 10' 12' I�I I�"I I�II�► ia• FM T❑ PLC 02 C5) ' �ROM D��/D, 200fl GPM @ +1- 140 PSI 3' � _ PT �5� T❑ PLC os 2400 GPM @ 3z0-350 PSI FI • 13 M❑DE A CPS-P6 ❑NLY), 2400 GPM @ 320-350 PSI 2400 GPM @ 640-700 PSI MODE B CP5-P8>, 2400 GPM @ 640-700 PSI PUMP RATING; P7 - P8 PUMP RATING; P5 - P6 PUMP RATING: P1 - P4 1200 GPM @ 740 FT. TI1H + 320 PSI SUCTIDN = 640 PSi DISCNARGE i200 GPM @ 740 fT. TDH = 320 PSI DI�CH7�RGE �OU � L Y��B FT, -TD}� * 1DTl PS� �UGTI01� = -855 PSi DISCHARG� 5 STAGE MODEL lOEMM OR EQUAL 5 STAGE M�DEL lOEGY/lOEMM OR EQUAL 9 STAGE MOD�L lOELL ❑R EQUAL ]0'-300# SUCTION / 8'-300# DISCHARGE 8'-300# DISCHARGE 8'-300# SUCTI❑N / 6'-600# DISCHARGE 16' DIA. x 82' L CAN ASSEMBLY WET WELL STYLE 12' DIA, x 96' L CAN ASSEMBLY 300 HP C330 FLA) RATED 3600 RPM VSS DRIVER 300 HP (330 FLA) RATED 3600 RPM VSS DRIVER 300 HP C330 FLA> RATED 3600 RPM VSS DRIVER TOTAL CAPACITY AT BUILD❑UT = C2) PUMPS, 2400 GPM T❑TAL CAPACITY AT BUILD�UT = C2) PUMPS, 2400 GPM TDTAL CAPACITY AT BUILD❑UT = C4) PUMPS, 2000 GPM PROCESS AND INSTRUMENT DIAGRAM ������ ' �Q�`����"�z�����`.���``', ;y ��:p�• ` ��j•. _,, .,� VAIL ASSOCIATES, INC ,.�'' �> �Gy � �.�°� J �f'ir � :�r v���J c,��. � €_6 VAIL MOUNTAIN .�� :. ; �,, PROPOSED UPPER EAGtE PUMPHOUSE C �. :" ��� 1 r� e••��0•0 .... ••f���• �'. '� h� A DRAWN BY- CAD CHECKED MRM „ ,� � �✓�� , � NO DATE REVISION BY '�� �~- DATE- 1-27-04 APPROVED THIS DRAWING AND THE INFORMATION SGALE- SHOWN HEREON IS THE EXCLUSIVE TO R R E N T �n ineerin and E u� ment PROPERTY OF TORRENT ENGINEERING g g � p DRAWING NUM$ER AND EQUIPMENT,tLC,AND SHALL NOT BE REPRODUCED OR DISCLOSED 546�03-P 1 TO ANY THIRD PARTY WITHOUT PRIOR P O $OX Z7O MILFORD, IN 46542 �SA , 1 2-25-04 UPDATED MRM WRITTEN CONSENT FROM THE COMPANY Phone. (574)-658-3200 Fax_ �574)-65$-3?29 www_torrentee.com REV- 1 SHEET: 1 OF 1 . ?�AR 3 U 20J4 • f UTILITY TRANSFORMER 1 -480 V/3 PH LOADS SWBD ID FLA NEC CB SIZE (LOAD) DESCRIPTION VOLTAGE PHASE HP (AMPS) (AMPS) (AMPS) P1 PUMP#1 480 3 300 330 413 500 P2 PUMP#2 480 3 300 330 330 500 ' P3 PUMP#3 480 3 300 330 330 500 P4 PUMP#4 480 3 300 330 33Q 500 5 - 4�� CONDUITS. XFMR1 BUILDING POWER-45 kVA TRANSFORMER 480 3 54 54 70 EAC�-t WITF� 3 - 6QQMC�, 250MCM GND HTR1 BUILDING HEATER#1, 10 KW 480 3 13 13 20 HTR2 BUILDING HEATER#2, 10 KW 480 3 13 13 20 - - - - - - - - MOTOR RTDs. MAIN SWITCHBOARD 1 RUN 3 - #16 AWG SHIELDED TRIPLEX SURGEARRESTOR aso s so 2000A MCB, TOP FEED ❑ FROM EACH MOTOR TO PLC. CUSTOMER USE 3 PHASE POWER aso 3 so so �oo 480Y/277V-3PH4W 60Hz, 65KAIC DENOTES WITHIN PREFAB PUMPSKID MOTOR 120V SPACE HEATERS. I RtJN 2 - #14 AWG FROM EACH STARTER TO MOTOR HEATER. TOTAL CONNECTED LOAD-AMPS 1,480 AMPS � MIN NEC SERVICE ENTRANCE RATING-AMPS 1,563 AMPS MAIN 1 SWITCHBOARD RATING-AMPS 2,000 AMPS STARTER P1 _ 500/3 ACS800 VFD � 300 HP �1 6 -#4/0 AWG, #2 G N D 6 -#4/0 AWG, #2 G N D, 2-#14 � � P 1 330 FLA PANELBOARD PB1 TRANSFORMER 1 MAXIMUM CONNECTED LOAD-KVA 1,230 KVA 3"C6NDUfT 3`r COIVDUIT 3560 RPM _ I 208Y/120V-3PH4W 60Hz RECOMMENDED MIN TRANSFORMER A SIZE-KVA 1,500 KVA POWER k MONtTOR STARTER P2 20/1 20/3 NOTE TRANSFORMER SIZING BY HOLY CROSS UTILITY CO 500/3 SOFT-START � 2 -#12, #12 Gnd �� 1 2 �-� fr-#4/0 AW�, #2 GND 6-#4/o-AWG, #2 �ND, 2 -#14 300 HP TO PUMP PLC PANEL 330 FLA 3" COND�JI� 3" CONDUIT P2 3560 RPM 2 -#12, #12 Gnd 2�� 3 4 3 -#12, #12 Gnd 300 HP PUMP MOTORS, �OQQK BRIDGE SOUTH GATE EF-1 EXHAUST FAN #1, 1/2HP NEMA START CODE"G" GF�, 12QV�T - 10/1 +/-gg% PF AT FULL LOAD 2 -#14, #14 Gnd �ti 5 6 +/-g4% EFF AT FULL LOAD STARTER P3 I STARTER P1, MOTOR SPACE HTR SOFT-START 10/1 20/1 500/3 1 300 HP 2 -#14, #14 Gnd �� 7 8 �� 2 -#12, #12 Gnd VFD STARTING INRUSH = 100% OF FLA t _ ��--� 6-#4/0 AWG,#2 GND 6 -#4/0 AWG,#2 GND, 2-#14 P3 STARTER P2, MOTOR SPACE HTR INTERIOR LIGHTING o 330 FLA SOFT-START STARTING INRUSH=400 /o OF FLA 3" CONDUIT 3" CONDUIT 10/1 20/1 3560 RPM 2 -#14, #14 Gnd �� 9 10 �� 2 -#12, #12 Gnd INTERIOR LIGHTING > STARTER P3, MOTOR SPACE HTR 10/1 20/1 STARTER P4 2 -#14, #14 Gnd �� 11 12 �--� 2 -#12, #12 Gnd EXTERIOR LIGHTING , STARTER P4, MOTOR SPACE HTR 500/3 SOFT-START � 10/1 20/1 �1 6-#4/0 AWG, #2 GND 6 -#4/0 AWG, #2 GND, 2 -#14 L'.1 300 HP STARTER P5, MOTOR SPACE HTR 2 -#14, #14 Gnd �� 13 14 �-� 2 -#12, #12 Gnd EXTERIOR LIGHTING � P4 330 FLA I 3" CONDUIT 3" CONDUIT 3560 RPM 10/1 20/1 2 -#1 4, #1 4 Gn d �� 1 5 1 6 �� 2 -#1 2, #1 2 Gn d �/ALL GFI DUPLEX RECEPTS I - STARTER P6, MOTOR SPACE HTR 0�� 10/1 20/1 � -#14, ��� Gr�� �-� 17 18 �� 2 -#12, #12 Gnd �/�/ALL GFI DUPLEX RECEPTS STARTER P7, h�GTC3R S('A�E HTR 0�� - - 10/1 20/1 2 -�14, �#14 Gnd �� 19 20 �� 2 -#12, #12 Gnd N/ALL GFI DUPLEX RECEPTS DS-HTR1 STARTER P8, 9�iC}TUR SP�C� HTR �00 20/3 30/2 30/1 � 3 -#12 AWG, #12 GND HTR-1 (10KV1� 21 22 �� 2 -#10, #10 Gnd SET AT 65 F BUBBLER CONTROL PANEL SNOW MELT ZONE#1 2 -#10, #10 Gnd 20/1 DS-HTR2 23 24 �� 2 -#12, #12 Gnd LCP-EF FAN CONTROL POWER � 20/3 SWBD-,� ��� 3-#12 AWG, #12 GND HTR-2 (10KW} 30/2 25 26 20/3 . S ET AT 60 F TQP FEED SNOW MELT ZONE#2 2 -#10, #10 Gnd 27 28 3 -#12, #12 Gnd 60/3 480V/30A/3P/NF EF-2 EXHAUST FAN#2, 1/2HP ' ��1 3-#6 AWG, #6 GND 20/1 JOSLYN 1456 2 -#12, #12 Gnd r� 29 30 TVSS-1 SNOW MELT CONTROL PANEL SLAP � 503 �� N Gnd xx � BOND Gnd & N BOND GND TO SKID �1 100/3 SPACE ON � � � ' � o LY 2 - #4/0 AWG ' �a TS1 TRANSFER SW TR1 70/3 45KVA 120/208V �1 3 -#4 AWG, #6 Gnd � 1" CONDUIT 0 l, 4-#1/0 AWG I ( 1 5" CONDUIT 'f 500 KVa UTfLITY XFMR 1 TO SWBD 2 SEE DWG E2 UPPER EAGLE PUMPHOUSE 480/277V PUMP SKID #1 Y p NOTES 1 TS1, TR1 AND PB1 OUTSIDE PREFAB P�IMPSKID ARE PROVIDED 5 - 4" CONDUfTS. BY TORRENT FOR INSTALLATI�N BY CON�RACTOR. ALL DEVICES EACH WITH 3 - 600MCM, 250MCM GND FED FROM PB1, EXCEPT PLC & MOTOR WINDING HEATERS, TO BE PROVIDED BY CONTRACTOR. 2. ALL WIRING AND CONDUIT OUTSIDE PREFAB PUMPSKID TO BE SUPPLIED . BY CONTRACTOR THIS INCLUDES 120V PLC POWER AND MOTOR WINDING �J�;�°-��-;..�� HEATER FEEDS TO INDIVIDUAL STARTERS ON SKID. ��'i,�� ���r�:�,��� ���'� • •�..�A.�.,.e'`�� ;,�� � Fvfi �Z ��^�y�5� ,�;��1�°e `��°`s 3 UTILITY TRANSFORMER PROVIDED BY HOLY CROSS UTILITY. �;� � ;�- <-��;'v ��; VAIL ASSOCIATES, irvc � ° ����'� ��; ,�- <``' VAIL MOUNTAIN CONTRACTOR TO PR4VIDE ELECTRICAL SERVICE CONNECTION. ��,`.. ;=a`�-°��' ELECTRICALPOWER DISTRIBUTION ��J-^, � T� ��, e ,�'••.e. ...•°•''�r�;`�.�;, 4. CONTRACTOR TO TERMINATE PREFAB SUPPLIED MOTOR LEAD ��.,�'��.�s���+ '�-°'-� -'' DRAWN BY RTR CHECKED MRM �'�� � WIRING AT MOTOR END AFTER PUMP & MOTOR INSTALLATION. � ' � DATE 03-10-04 APPROVED X NO DATE REVISION BY LIGHT GRAY DENOTES FUTURE THIS DRAWING AND THE INFORMATION SCALE NONE 3 0�-�o-oa HEATER DISCONNECTS,NOTES RTR 5. SEE BROWN AND CALDWELL DRAWINGS FOR ADDITIONAL DETAIL SHOWN HEREON IS THE EXCLUSIVE . . • ON OFF SKID WIRING. PROPERTY OF TORRENT ENGINEERING T RRE N T En ineerin and E ui ment DRAWING NUMBER 2 02-25-04 P61 BRANCH FEEDS RTR AND EQUIPMENT,LLC,AND SHALL g g � � 1 01-30-04 FOR CUSTOMER REVIEW MRM NOT BE REPRODUCED OR DISCLOSED 546103-E1 TO ANY THIRD PARTY WITHOUT PRIOR P O BOX Z7O MILFORD, IN 46542 USA � 0 01-18-04 FOR CUSTOMER REVIEW RTR WRITTEN CONSENT FROM THE COMPANY Phone (574)-658-3200 F8X (574)-658-3229 www torrentee com REV 3 SHEET 1 OF 1 ;��� � � �a�a UTILITY TRANSFORMER 2-480 V/3 PH LOADS SWBD ID FLA NEC CB SIZE (LOAD) DESCRIPTION VOLTAGE PHASE HP (AMPS) (AMPS) (AMPS) P5 PUMP#5 480 3 300 330 413 500 P6 PUMP#6 48Q 3 300 330 330 500 � P7 PUMP#7 (FUTURE) 480 3 300 330 330 50Q , P8 PUMP#8 (FUTURE) 480 3 300 330 330 500 5 - 4�� CONDUITS. XFMR1 BUILDING POWER-45 kVA TRANSFORMER 480 3 54 54 70 EACH WITH 3 - 600MCM, 250MCM GND HTR3 BUILDING HEATER#3, 10 KW(BACK-UP) 480 3 13 13 20 _ _ _ _ _ _ _ _ HTR4 BUILDING HEATER#4, 10 KW(BACK-UP) 480 3 13 13 20 MAIN SWITCHBOARD 2 SURGEARRESTOR 480 3 60 2OOOA MCB, TOP FEED CUSTOMER USE 3 PHASE POWER 480 3 80 80 100 4801F/277V-3PH4W 60Hz, 6514�41C DENO�ES WITHIN PREFAB PUMPSKID � TOTAL CONNECTED LOAD-AMPS 1,480 AMPS � MIN NEC SERVICE ENTRANCE RATING-AMPS 1,563 AMPS STARTER P5 MAIN 2 SWITCHBOARD RATING-AMPS 2,000 AMPS � 500/3 ACS800 VFD 0 300 HP �� 6-#4/Q AWG, #Z GNQ 6-#4/�aW�, #�GND, 2-#'t4 }-o c P5 330 FLA 3"CONDUIT 3"CONDUIT 3560 RPM I TRANSFORMER A MAXIMUM CONNECTED LOAD-KVA 1,230 KVA I P��R = RECOMMENDED MIN TRANSFORMER 2 SIZE-KVA 1,500 KVA MONITOR STARTER P6 500/3 SOFT-START �1 NOTE TRANSFORMER SIZING BY HOLY CROSS UTILITY CO ��—� 6-#4/4 AWG, #2 GND 6-#4/Q AW6, #2 GND, 2 -#14 P6 300 HP 330 FLA �QQOa 3" CONDUIT 3" CONDUIT 3560 RPM 300 HP PUMP MOTORS, — NEMA START CODE"G" GFP, 120V ST +/-gg% PF AT FULL LOAD STARTER P7 ( +/-94% EFF AT FULL LOAD 500/3 SOFT-START VFD STARTING INRUSH= 100% OF FLA � �1 6-#4/0 AWG, #2 GND 6 -#4/0 AWG, #2 GND, 2-#14 � 330 FLA SOFT-START STARTING INRUSH=400 % OF FLA � P7 3" CONDUIT 3" CONDUIT 3560 RPM STARTER P8 500/3 AeS800 VFC7 � 300 HP �1 6 -#4/0 AWG, #2 G N D 6-#4/0 AWG, #2 G N D, 2-#14 }-o c P8 330 FLA I 3" CONDUIT 3" CONDUIT 3560 RPM � - DS-HTR3 20/3 � 3-#12 AWG, #12 GND HTR-3 (10KV1n S ET AT 65 F I 20/3 DS-HTR4 ' � 3 -#12 AWG, #12 GND HTR-4 (10KV� SWB D-2 , S ET AT 60 F 60/3 480V/30a/3P/NF � ��� 3-#6 AWG, #6 GND JOSLYN 1456 TVSS-2 S LAP I XX � BOND GND TO SKID �0 100/3 SPACE ONLY ' < 2 - #4/0 AWG � 70/3 � 3-#4 AWG, #6 Gnd � TO TRANSFER SW SEE DWG E1 MOTOR RTDs 1" CONDUIT I RUN 3 - #16 AWG SHIELDED TRIPLEX FROM EACH MOTOR TO PLC. . ❑� ' MOTOR 120V SPACE HEATERS. RUN 2 - #14 AWG FROM EACH ' STARTER TO MOTOR HEATER 15Q0 �CVa UTILITY XFMR 2 480/277V UPPER EAGLE PUMPHOUSE � � o NOTES: PUMP SKID #2 1 TS1, TR1 AND P61 OUTSIDE PREFAB PUMPSkCID ARE PROVIDED 5 - 4" CONDUITS. BY TORRENT FOR INSTALLATION BY CONTRACTOR. ALL DEVICES EACH WITH 3 - 600MCM, 250MCM GND FED FROM PB1, EXCEPT PLC & MOTOR WINDING HEATERS, TO BE PROVIDED BY CONTRACTOR. 2. ALL WIRING AND CONDUIT OUTSIDE PREFAB PUMPSKID TO BE SUPPLIED . BY CONTRACTOR THIS INCLUDES 120V PLC POWER AND MOTOR WINDING ��,�,� HEATER FEEDS TO INDIVIDUAL STARTERS ON SKID. .�,�� ��:3�,`�;*� � :•�`f�=r�'°•� �:� ��, , r,�'.'�V ' .,�� c�.� ��� 3. UTILITY TRANSFORMER PROVfDED BY HOLY CROSS UTILITY � _� QA�; �,�,� �r� VAIL ASSOCIATES, INC ' CONTRACTOR TO PROVIDE ELECTRICAL SERVICE CONNECTION. R� -� ;� ����� ��; �:M;'a VAIL MOUNTAIN , �F��, �. ..°;�J����� ELECTRICAL POWER DISTRIBUTION z ,.� •�. , ,_. '�;1 f`� "'••.. ., .••''�'�;``„,u�° 4. CONTRACTOR TO TERMINATE PREFAB SUPPLIED MOTOR LEAD ��ss���-, ,5' �� � �..,.�,r w ,�,�i `"� -, DRAWN BY RTR CHECKED MRM WIRING AT MOTOR END RFTER PUMP & MOTOR INSTALLATION. � � ��- �` DATE 03-10-04 APPROVED X NO DATE REVISION BY THIS DRAWING AND THE INFORMATION LIGHT GRAY DENOTES FUTURE 5. SEE BROWN AND CALDWELL DRAWI NGS FOR ADDITIONAL DETAIL SHOWN HEREON IS THE EXCLUSIVE , , � SCALE NONE 3 03-1Q04 HEATER QtSC�NNECTS,NOTES RTR T RRE NT En ineenn and E ui ment ON OFF SKID WIRING. PROPERTY OF TORRENT ENGINEERING g g q p DRAWING NUMBER 2 02-25-04 SERVICE CQNDUCTORS RTR AND EQUIPMENT, LL�,AND SHALL 1 01-30-04 ADDED LOAD CHART MRM NOT BE REPRODUCED OR DISCLOSED 546103-E2 TO ANY THIRD PARTY WITHOUT PRIOR P O BOX Z7O MILFORD, IN 46542 USA : 0 01-18-04 FOR CUSTOMER REVIEW RTR WRITTEN CONSENT FROM THE COMPANY Phone (574)-658-3200 F8X (574)-658-3229 www torrentee com REV 3 SHEET 1 OF 1 • �A� � � �DO� � DOWD SUCTION PRESS pT 1 PAIR SHLD TSH-01 STATUS 2C P� 2C TSH TSH-05 STATUS 2C P5 2C 4-20mA=0-400 PSIG 01 A-B P U M P P LC Q� HIGH SEAL TEMP T05 HIGH SEAL TEMP ABB VFD ABB VFD ' P1-P4 SUCTION PRESS pT 1 PAIR SHLD PSL-01 STATUS 2C 2C pg� PT-04 0-600 PSIG 1 PAIR SHLD 1 PAIR SHLD pT P5-P6 DISCH,P7-P8 SUCTION PRESS 4-20mA=0-400 PSIG 02 01 LOW SUCTION PRESS 04 4-20mA=0-600 PSIG � P1-P4 DISCHARGE PRESS pT 1 PAIR SHLD RUN AUX 2C 3 TRIPLEX SHLD RTD MOTOR TEMP LSL-01 STATUS 2C 4-20mA=0-1,500 PSIG 03 01 3-RTDS ACTUAL SPEED 0-100% 1 PAIR SHLD 2C MHT MOTOR HEATER P6 START/STOP REQUEST 2C 3 TRIPLEX SHLD RTD MOTOR TEMP 01 120V-145VN 05 3-RTDS DOWD SUPPLY/P1-P4 FLOWMETER FM 1 PAIR SHLD START/STOP 2C 2C ACTUAL SPEED 0-100% 1 PAIR SHLD 2C MHT MOTOR HEATER 4-20mA=0-3,000 GPM 01 120V POWER FROM PANELBOARD 05 120V-145W GORE CREEK/P5-P8 FLOWMETER FM 1 PAIR SHLD SPEED REF 0-100% 1 PAIR SHLD AMP 1 PAIR SHLD MOTOR AMPS TO GE PLC START/STOP,MAN/AUTO 3C 2C 4-20mA=0-3,000 GPM 02 01 4-20mA=0-500A 120V POWER FROM PANELBOARD SETPOINT 0-600 PSIG 1 PAIR SHLD ,qMp 1 PAIR SHLD MOTOR AMPS TO GE PLC 05 4-20mA=0-500A P5-P6 WELL LEVEL LT 1 PAIR SHLD 4-20mA=0-2501NCH 01 PSL-02 S�ATUS 2C P2 2C PSL LSL-01 STATUS 2C P6 3 TRIPLEX SHLD RTD MOTOR TEMP LOW SUCTION PRESS � SOFT-START 02 SOFT-START os 3-RTDS P5-P6 LEVEL SWITCH LSL 2C RUN AUX 2C 3 TRIPLEX SHLD RTD MOTOR TEMP RUN AUX 2C 2C MHT MOTOR HEATER LOW WELL LEVEL 01 02 3-RTDS 06 120V-145W START/STOP 2C 2C MHT MOTOR HEATER START/STOP 2C 2C 120V POWER FROM PANELBOARD 02 120V-145W BLDG FLOOD SWITCH FSH 2C 2C AMP 1 PAIR SHLD MOTOR AMPS TO GE PLC HIGH WATER LEVEL 01 120V POWER FROM PANELBOARD 06 4-20mA=0-500A AMP 1 PAIR SHLD MOTOR AMPS TO GE PLC 02 4-20mA=0-500A PROCESS STOP BUTTON PSp 2C PSL-07 STATUS 2C P7 2C PSL STAGEQ PUNIP SHUTDOWN 01 (BY CUSTOMER IF REQUIRED) �� LOW SUC SOFT-START PSL-03 STATUS ZC P3 2C PSL RUN AUX 2C (FUTURE) 3 TRIPLEX SHLD RTD MOTOR TEMP 03 LOW SUCTION PRESS 07 3-RTDS SOFT-START ESD SHUNT-TRIP BUTTON ESD RUN AUX 2C 3 TRIPLEX SHLD RTD MOTOR TEMP START/STOP 2C 2C MHT MOTOR HEATER EMERGENCY STOP&MCB TRIP 01 03 3-RTDS 07 120V-145W (BY CUSTOMER IF REQUIRED) START/STOP 2C 2C MHT MOTOR HEATER 2C MCB 1 03 120V-145W 120V POWER FROM PANELBOARD SHUNT-TRIP 2� AMP 1 PAIR SHLD MOTOR AMPS TO GE PLC MCB 2 120V POWER FROM PANELBOARD 07 4-20mA=0-500A " SHUNT-TRIP AMP 1 PAIR SHLD MOTOR AMPS TO GE PLC 03 4-20mA=0-500A START HORN ��N ZC TSH-08 STATUS 2C P8 2C TSH 08 HIGH SEAL TEMP ABB VFD ^ PSL-04 STATUS 2C P4 2C p�� PSL-08 STATUS 2C (FUTURE) 2C P08� LOW SUCTION PRESS LOW SUCTION PRESS SOFT-START RUN AUX 2C 3 TRIPLEX SHLD RTD MOTOR TEMP PT-05 0-1,000 PSIG 1 PAIR SHLD 1 PAIR SHLD pT P7-P8 DISCHARGE PRESS 04 3-RTDS Ofi 4-20mA=0-1,000 PSIG START/STOP 2C 2C IvIHT MOTOR HEATER P7 START/STOP REQUEST 2C 3 TRIPLEX SHLD RTD MOTOR TEMP 04 120V-145W 08 3-RTDS ZC ACTUAL SPEED 0-100% 1 PAIR SHLD 2C 120V POWER FROM PANELBOARD MHT MOTOR HEATER 08 120V-145W AMP 1 PAIR SHLD MOTOR AMPS TO GE PLC START/STOP,MAN/AUTO 3C 2C 04 4-20mA=0-500A 120V POWER FROM PANELBOARD SETPOINT 0-1,000 PSIG 1 PAIR SHLD AMP 1 PAIR SHLD MOTOR AMPS TO GE PLC � 08 4-20mA=0-500A � NOTE SEE ADDRESS LIST FOR DETAILS BCD COMMUNICATIONS UP 24C 1 PAIR SHLD -R p1-P4 WATER TEMP - GE PLC 01 4-20mA=0-150F ' BCD COINMUNICATIONS DOWN 16C 1 PAIR SHLD � p�pg WATER TEMP 02 4-20mA=0-150F 1 PAIR SHLD -�-� ROOM AMBIENT TEMP 03 4-20mA=0-150F 3C K� 01 SWBD-1 KWH PULSE 3C K�..� 02 SWBD-2 KWH PULSE 8 PAIR SHLD MOTOR AMPS(ONE LEG)FROM EACH STARTER AMP-01 TO AMP-08(8 TOTAL) 4-20mA=0-500A NETWORK COMMUNICATIONS TO SNOW CENTRAL PUMPHOUSE • � •�a�¢a �� �''�j � {�1 L�0.,i y/� a`e'� a,"�` � � �o��' �"��.�'�Ae ,v a°�•�4�5��°, %s i ' ° ° � �%�°� `'`� VAIL ASSOCIATES, INC ° `� •'`� • ,� �, 9 -e� �� °`�'�`� c'"e ,`�,P�� VAIL M�UNTAIN 1 a,�`•, ',�`;�,���° INSTRUMENT BLOCK DIAGRAM t�.��••.,, .••'�r'.r �, .. .••�,�� ,•� �k��.�, �r�'��� �- ` A DRAWN BY RTR CHECKED MRM �- .�., DATE 02-25-04 APPROVED X NO DATE REVISION BY THIS DRAWING AND THE INFORMATION SCALE NONE SHOWN HEREON IS THE EXCLUSIVE TO RRE NT En ineerin and E ui ment A=ANALOG #18 AWG SHIELDED PAIR PROPERTY OF TORRENT ENGINEERING g g q p DRAWING NUMBER AND EQUIPMENT,LLC,AND SHALL C = CONDUCTOR #16 AWG NOT BE REPRODUCED OR DISCLOSED 54610�-E3 1 03-0&04 UPDATED LT 01 LABEL RTR TO ANY THIRD PARTY WITHOUT PRIOR P O BOX Z7O M I LFORD, I N 46542 USA � . 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EXPOSED PORTION OF (SEE DETAIL SHEET 5) PROPOSED FINISHED PROPOSED PUMP VAULT � Y W GRADE OF CURB AND FINISH TO BE TEXTURED TOP BACK OF CURB (TBC) � — J GUTTER FLOWLINE (TYPICAL) TO MATCH EXISTING & TOP OF WALL (TOW) O Q W VJ WWTP/PROPSED BRIDGE � � � W � Q � - - . ---._ -.`..�`�; __....�...�. . . _ a .�.. _ - . _ _ _ ] � —� � , �_ - . , _ ....._._._� _ � _ . _ ,�' ��, -�• ,�,. � -" : �, " ; _ ° � � - ° � , � ;_ > '- - �- � � . , - , ` - -...,.__- , � Z - r . , - .. ` , , � ' .- �. r ,. - -� i - __ ( y . , ; z -- " J�� � - �, + , 1�1 VJ � Q �, .�� :�f - . � _ _ r , � . . _ _ - - . ' . , � , . . : � �; ,�, EL 8090 0 � � PROPOSED VAULT `�' �` '�' � tt� ' ,` _ ' � � � , " ". F � _ '_ ` � . � � , � � � � � � �� �v= � y TOP OF VAULT � i�u ; � _ _ _ � __ { a�i i . �. Z � : . _ LADDER `.� � ��� ��N �� � � ".. �, , ��� . l, - '. - - ,_ ,. .- � � - - � � �'� p�� � � �� I"' Q 4�, ,�, � � q———�,..� .$, '� _ . _ - ; � � ��_ - . - . - �y> �——.�-� � ay, ,�. ,�, � � � . .w, ,.�1 � u ,� ,� �—�— � � , . �. _ _ , , , - � - - _ `I � ——�., ,� � j „ .�,- „ EL 8084 5 ��/� Z �/� 42"x 42�� LOUVERED � � II I � � I � � I I �� � �42 x 42 LOUVERED FINISHED GRADE LANDSCAPING VJ 11- EXH AUS T "� �., � �.p W �;.� ..��- + � �,,,F .� � � ;� �.- w.� �=� ��� � ,�i � y�� � .- -.� n � �� EXt�AU ST � � .�r .si ; �� ��� .� ��. �� � .�� ; �,. �� ��. �, �, � ��. .Y� ��. ; � � ���. ��:� .�. u�� ; .�.� .h� EL 808, �� � o �� j � j I I � � � n � I 100 YEAR FLOOD ELEVATION AT CENTER OF INTAKES � _ I 1� Y� ,4- �.� I ��..� � ��• ��� �-�: �� -� �� �.� � �- I :a• .� a I �.1 BELOW GRADE � � �� � � � � � � � � u � � EL 80�9 0' —� VAULT ACCESS BAY `i '-d—�=---�_1�__��- � ;�. �� .� � �,�� �_ ,u L�—�---�--------� i � � — J �_______________� �_ ___________� TOP OF INTAKE STRUCTURE Q — � ~�P � � `ts � � � � }#' •�' � � � �yF � :� ,; EL 8076 0' � � � � � � � � � � � � � � � � NORMAL WATER ELEVATION � PROPOSED BOULDER �' � E� 8074,o' WING WALLS � � ` ` X ` � � " � � � � x . � � � .�: R-F ��� � '3 n FINISHED GRADE `° � 0 � m ? 3-4' DIAMETER BOULDERS � KEYED INTO SUBSTRATE PROPOSED INTAKE STRUCTURE a WITH 36" SQUARE SLIDE GATES ¢ 8" MINIMUM THICKNESS CONCRETE M WITH 6" ANGULAR RIP RAP EMBEDDED � � � 0 N � � � c0 � � Z � . � � � c �,,J � � C9 O J � w a � 'z o O � Q U O � J Z W � . V, Z Y � O O � � Y N Q Z � Y � �. � � � V U m � � � � � C� 00 � � " L�iJ C' Z � O � . �i U Z W � SCALE. w � = o Q � HORIZ: 1 " = 5' � � " �' � � > VERT: 1 " = 5' � � � � = W SH � -,,3a 1 0 1 � 0 0 N p - - �l � i - � - - - � -_ �' _ � F._ � A B C D E F G H I J K L M N O P � a � � � i � KEY NOTES ; o , > 1 � O LADDER, SEE DETAIL E/S-101. � (� S-105 � 52'-0" O CONNECTION PLATE, SEE DETAIL D/S-105 FOR --- DETAI LS. O 1'-0" 50'-0" ��-��� O3 PRECAST PANEL JOINT. � 9'-8" 8'-6" g'-g" �^ 9'-8" 13'-6" O4 3'-0" SQ. OPENING, TYP. (8) LOCATIONS. 'J EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. � � O5 4'-0" SQ OPENING. � V O6 RETAINING WALL, SEE S-107. � � � � , , ; o O7 GUARD RAIL, SEE DETAIL C/S-105. �- �.1------ — T-------�— T------- T------ -----T T------ -T f-------T —f------ T------T--T------T �— -----�, �8 TERMINAL FLARED END SECTION. I 1 1 1 1 1 1 —� r— 1 � 1 1 1 1 I 1 1 1 1 1 1 1 J L_J L _ _J 1.�J L�J L� �J L�J L _ �J L�J L� �J L�J L_� � � � O9 SLOPE TOP OF WALL DOWN, SEE SECTION 1/S-105. I � � � 2 TYP � � 10 PAINTED STEEL HANDRAIL, SEE DETAIL B/S-101. 00 I � � i 11 CURB AND GUTTER BY OTHERS. I _ � I ' ' � � � 00 � 12 WEATHERING STEEL "W° GUARDRAIL W/TERMINAL I � FLARED END SECTIONS (GUARDRAIL SHOWN I 3 3 3 3 4 � � PARTIAL FOR CLARITI�. i REMOVABLE � HANDLE, TYP. � � � � I S-104 13 BILCO J-4AL H20 HATCH, TYP. (8) LOCATIONS. � � INSTALL PER MANUFACTURER'S � I �� �� �� �� �� � � � � i � i \\� i�/ \\� i�/ - � RECOMMENDATIONS. ~ I � i � i � i� \� 13 �� � i � i � i � i � � - i � i � i � r � i � i � i � i � i � � � i � i I 14 BILCO JD-2AL H20 HATCH, INSTALL PER � I \� I �/ \� I �/ \� I �/ \� I �/ 15 � � � � � MANUFACTURER'S RECOMMENDATIONS. , N i � i � i � � �� i� ��I i� � I I � I I � ( �L ___ __IL ____ _JL__ _ _JL _ _ __ __________ ___ ___ ________ _�L ___ _,JL_________�_ _= 15 1%"Q1 SCHEDULE 40 HATCH DRAIN PIPE (SLOPE %" / � �r ' �— FT.) & TIE TO STORM INLET ST-6 (SEE ALPINE I 7'_g" � �� 4' 0" � 4'-0" � 4'-0" � 11'-2" 4' 0" 4'-6" � 4' 0" � 6'_g�� � ENGINEERING SHEET 4) I � I 6�'��� I� I � 16 SLOPE CONCRETE %4" / FT. C° � 5 �I I � ' �I I 17 METAL DOORS AS SHOWN IN SPEC 08110, WITH 2 I �I � PANIC BAR EXIT. Q � � 2 I S-105 � � , i �I I S-105 SIM � �� �� �I � � I � I� I 7 8 6 !� �� \� 14 �/ �I � � 8 11 7 �n 2-6 �� i� �I 2'-6" � � 12 N �\ �� I� 12 12 � I ' � � L-- — — ---- —�------ ---------------------------- — ----- --------- — --------------- ------r— --- — -- --� O -'--� --�- � � �._ �� � � -- 3 II � � � �g � I � 16 � I S-105 O W6x20 O I ° 3 � ' I I � 17 8 EQ. SPA. 5'-10%2" = 47'-0" 17 1 I I � � o CURB � _ d- S-105 I � � � EL. 8085.0 � ) @ EL. 8085.0 0 I � � � � � � � I � — - - � 1 T.O.W. T.O.W. � ( � � o Zfl � �— ---1 SLOPE 1 I-- - — �� I - 27%2" ' I -- � r--- i -- - - 9 (�/a'� / FT TYP) -- - - 10 2�� $�2�� � EL 8093.6 g EL. 8092.0 T O.C. �� T.O.C. � 10" � 0 � � �3 �� 3/8 3/4" x 2%2' " POST BOLT SLOT EL. 8089.5 EL 8089.5 FOUR 29�32�X ��g�� SLOTS, MUST M T.O.W. T O.W. MATCH 4 OUTER RAIL g%4" SPLICE SLOTS. 3'-6" 1'-0" 10'-0" 1'-0" 28'-0" 1'-0" 10'-0" 1'-0" 3'-6" � _ � ,� �-12 GAGE 12 j4�� � _ �/ /�� � (.104") 14" � TOP SLAB PLAN 6�8' RECE� VED N O ����� �" s ..,�� =' 3/8" = 1'-0" TERMINAL SECTION (FLARED) : � � �.� -- _� D ETAI L �R j NO SCALE j � ' LINE IS 2 INCHES EXTERNAL REFERENCES � Q¢OFESS/p�Q F REVISIONS � , � • � � ' AT FULL SIZE TBLKdwg � o � ��-����,_�._._ , i- -_-.��.�� .- _ _ n,�� SNOWMAKING PUMP VAULT S1 31L�EWNAME c� (IF NOT 2"-SCALE ACCORDINGLY) S-PLAN-TOP dwg Q a � _` �1 °- ,,�,,t --,_�. ,��.,,�� . - ZONE REV DESCRIPTION BY DATE APP E � f,�' �"�°"���`�'"� ��;=���-,;°'6'''`�`"'��"'`�"" ` ' � � D E NVE R, C O LO RAD O �� � FOR CONSTRUCTION DAM 6/04 �= � °� �_ - ' �� � ,,� � y _ BC PR0252�4 UMBER � DESIGNED WGR ' � tr� __ _ � DAy�Q j�. �RS x��� �k�;-���,� __���+��;�,�����,;��I�' CLIENTPROJECTNUMBER r- v°� t � x . - ,__ _ r °' DRAWN KRK T/a��/)/� - . , ,� � ��M �,5, , �„, � �+`M^r,(�� f _._�k ,� i.�� � 1 _ �,Y , �r �� � l '/' DRAWING NUMBER 00 o SUBMITfED DATE CHECKED S� �� ��� /�G�� Q TOP SLAB PLAN _ N � PROJECT MANAGER �� CHECKED DAM � 1 3 � v APPROVED DATE APPROVED RTF QF C01.�P� Glen Lyon Snow Cat Bridge Project SHEET NUMBER � a BROWN AND CALDWELL OF A B C D E F G H I J K L M N O P ' , � ` s �T � "„ _n..�q,,- '�w�v .e ' i � .«'" ,o...r..�""°°" � �. ...w � .�_' ' +°r"�` 'r-iT'§ C:, �...✓` ✓� ...."'""�m.,"' �. �,�y.4, �AY CENTERLINE � PROFILE " � Kr � � � �� �� y �� `� "�°`�� - � � � � � - SNOWCAT DRIVE , ; � �,Y-�. �.��� .� .=� _ _ ��?�x= �,` ��-�� °� ��� _ �� �.���.s � �.....�--���� a. � h*{ � � V �.- r-:,� �} � ��;�.���,, ;, � , � °" �,.. r. �,� � �� ��l �� ..�--'''- �"+ �.. -�,�'�'R ""`" �p "�.,� + �'�: � ; � � �-- � �i � - �� :�, ` . �" . _ g�� g� ��� ,` - ... �� ,�'���� �����,��� � W����I�������������������II z X � i , ; .�,.,�°� �v..,.M=.,,�,�.,�• _,,., �,o•.i"'�'� y� d' �� _ A;v�" ��'> � 0� ° SAWGU�``�EMO'VE qyAr.�S �F � Yr..F... � �� � o . � .,.b �„�.^ .,� .-,,' J �..,: ��,�/ y' ��`�,�y�y�y �y �y -�, x "�� L � t�p p j N C) � t , � � .w.,,.�•:�^°"":R.»»-a.�..,.,a�„�""°`�" � ,,..y.,. "�~~ .�- ��,,,� e���Y '3.;�fi y� � , �" �' � k .f� N`I�` .�, ,,aM°'M'"�,,,.,.,;�y�I�T E.A�.����`!..f�.�p�,&�rt'1'I1��Ur T� �1,��"''� •t°,;,�".s�.,i�y�;,,��,t u�,�.���'� / � mN� � ' ,,,,,, ,.� �''' . _ �= u�p� i �"�kr.;^ M� 1 � ""� �'" +�' °�� I �- ...�. `�� � r.. �� ;�1 ��_� .�-°'""..-�-� ,��1�� -,�4� x � '�=�` O _� I_____ �°• `� _ _._._-._ __.._ .�L _.__.__�._._��_ _--,--_ � �.._ �� �� ,,,,�, ���,i;, ,,�' , j _ �, .�`r � � .� '�DGE,..O��HE�'LXIS��ROA�►�,.�.�.h�� .�. � � �, df°N 8120 `' __--__-.______.�... _ad_._ --cv- -�-- , `�', -"�' � -'"''`�f "� .,.:a :` Q K•m�.�`�` i,�...-- _;�` ...�` ,��r� ,,,,. ��,,,�'„�.=, �' � ��ar�,_«F �' "�o ; ° n o� ' c I �« �"' ,.,,..,....� i � .:� , . _ a-,` .�.--°"�. ��.�e��n i:t.,-- _...r�� �. .- t. � .� - ao � wn � + ew-n � j , ,.,,,,��^^" __ �-� `� -.-1`1*�-" � 'C`a`'�� £�. H� ' :y 4 �'= s4s r-"'2�,1' � r-s.y ..r`"'''r+"'_,i..,°�� ,..�j"�'J n�� �,;,�}.r...P ,>���.s:'��,'.*Y�" uGT // �rx"r.°=. + ��3�" /A • � o � w O �y � ' ? 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PRIOR TO N,Q�I��'°r •/' -�.-=4'�"r� x x �;�•-f�� ..�'r+, ��� `��ti, �:_.� u,� ��" F'' ,: G,i n ,,� �``.r ,�.°',s�",�� M _.--------- ---____-___ ___._____�_ -- ----------- ----------�-- -- -FlNISH--GRADE- --------�-- -- ---._..___._._�___.__..___ ' - - ---____ _____...._. ___ _ _ , _ V - � r ��"„�1: .� �'f r�`�� ",$�,��...�,,� ,� X,;'�:.�,�,� v�� ' _ ��g �=,,�r%�� s uf � �^ .✓°`w�1\�YY ����� 1 °.ar _ - x4ry';}.� J- f ;,1 Z :.[ � `i� o`" ; M TO PIi,OCEED ISS,IJ�D'°�1f CDOT R;,...-.� y,�, a�:�> ��:;r::��-. x ,,,�,� �`�' ��'`��3E,r�-�-�,. � .� W o,., "'° ^--° -Z.00°� � ' M co M � ' � .�fi" - ....... .,W� /...--' f�: � . .. ����"',w�4,`i+',tii�rj4,�+^,sx`'�;.,�.'��'��c�x��z�;:.,�.��._ K.���� �..�' �`a IIIIIIII IIII �� , °y. � 0 ^ � � � t ,11 r'" RI�T O�iNAY � @ eN`-eH,.,.�l�"'I , yd �" y"'i _��. , "'`.'� � �'K�'.tr�y,.+�'�.�� � n �'s��a,�.,tA'�7,,�,.{ ���� � ��� � _� � O �� � f0 °-..,,, I E � � � LOW POINT ELEV = 8096. 4 •- rn r..-,_ ...^ N�• ,...--�;'.�" ./� o S� ' � i*'.�3.�?c . �,�"�' .��-�F;�;�:�t�.�'�"�=;, r'�,.^;�r�R� �%_�- �„�'�`°'" � `� �� m3cr � t 0 � �`" - k A_ . ��:�t"� A :.:..�;r�'. '�';��, _ N ...,, � _ � + W ,..,. PR6I�OSEQ HWY 6 ROAQ �;w ,,t �n '�;�s- `W��i .r ;:��; k,�,+,�� 1 �_�a.��,��, �`.�.'��"{,�h�: �� � `� � / � � � nl .$i ' ` � rt��„t `iF,�� .:� ?Lr.i'���..•''" �''' 1`' m"* � � � Low PaNT sTA �+ss.�13 m � J �w4F" � ...�a.---� ,� :..� �. �i� . �� ;�#�,."`n� `�,,,%�,`�;,,�4�,;,,�'s,w,;,,,��WP` � "' � ' • EXISTING ���T �II � �o °-- -..��., i o y���fi: i�'�' t. w�;.,;� ,�'�. III o � �- � • "` 4 ,t ,.,�a ..�...u. ,�• �,� .� ( --'� y W� TM� .�EN��^'LVI`I�� tk � ,�,p..1�.i,� � -""` �k5�1. K. .� O�( Ar,°.� �E @'t J" ,.°«"'m > � 1� -`°° PVI STA = 1+85.37 -°"' _-�~-'°`r r � - ,�. r �?w �a�-:,�=,�' � , - _ �- „ , BOULDER WALL �, r�' � ' '� ir:,,;�.s.s4,.�m.._ r'"� z a ��„'�,._ ..,,,. ..�.. i '9•9p� � v cW.� - 095.13 � � � � U. �„� �" , ...P�A�VE'�MENT SEC,�TQN�� �.y'',� �,;a,-- � �� '4 �. ,�:����� �*`�� g R�G�►�i��;;,, �:� � ""„�'� . ��+ ( o �'vr �.aN o °°�' -�,. � > > _ PVI ELEV - 8 � > � _ r �., .�-�-- v_r ^��;�J,�; f�.�� �.�t ��l � .-��n - _ � W � , E D TAI L ��IE�� ..`r :� � �- ����- � ,; ,� _,..,»__� (I I W . �.. i ?�, W �...-�-�SE� E ;�� , _ , ,.. .. i------m --._____._.� .�- ---___---_ _��_� __� .... ,_ ' r,�..�-t �-� �� �,o �:- " ��,sk�s„�;:�,,i�'-�rv�' ,.iv o,��*r .,,Y. " :�-.. r" �.�` _ _�.� F ,fi�` m � - •``''• "`,, _ ______----_� �_� ---- AD - ]7,9(L - - ,�;° ,��" 8100 - -----------�____ __-________-_ -�.�----..s... .-.�. ..o.. ...�....v.,�..,. � �i • 1KE�� �' ..e `�-�� ..�--° � ..�° �-�^ ��,._ ...�= :.�'. , ,..��'�'°���' �w-A°''' � ;;� -- ,� ..- .,�,. ,� _- ____--- --- -_-._____-- _ __ ---- ^--•-� _.a,......_ ---F ; ___- - . ` ..a^""--�' �., a '= }:.� ` �,a.� �., �.�t�..�-- �. ,..!" '.��`� ��` O EXISTING �„ ""' �--- K = 2.79 , . - - 7 .��"^`��+ G 12.8-�'r .r--µ°`"�� s:`;'� ,,. .���`� j• `��''�^�;,� ���_ °rt_ ���'� ,_�'w:_�: �;�== ..� _ �� � ,,,. . y,�T LANDSCAPING ��_ �;� � .r..�.._.. T... ,,,,,, " � � , , . � �� � � �,,,.�-"°" ��A$��' y�`±'� ,-_...-�-'„�� N =°`"` '� ,.:r. �x ��x,,- a�.� ,,�--W �••-" ;h.� ri;a. PVI STA = 0+57.62 `.� ,• . �n� ,. ' `� ��x � ' .'' �'`� ��" ...��� ��� ,�I�iITS OF ��3° �; � ,,,..- � �,,�,,,r--- w�=., K,� ti� ,, `r r �,,�r., �,u. ,.`.-~ � °�r .iA' r V = 107.78 � I W �,�...-°''� �r-`,� ����,.�•, P � ;,��---`"'�_ 4�� b, R20.0'�y � �, yt�!Ys :.-;�.�. Y;,� ��.¢,,,�:""���. � ,�-.."� DISTURBANCE '��� �#�5�� �� ... , o P� .D. _ -7.90 EXISTING GROUND � ; W �..-.�---� p���•, ,.,°`�- `•€X`S,r�1G EO.""' �' : INSTALL CONCRETEktF�►�ME�tT"" °.�' _�}� -# � ��;� _ o> ';, . (TYPICAL)., t.,�..,.�,.,F�. �`'�,. ,� °•� �+ W , . � U� ,�,.....--•'` � `�,,�°° = SEC110�1.Tt7'HYIIY �''�R.O. �°��: � - ��j ,�d "�s. '�,, �°- J `?�� >, ,.a. �;:�� ��"`" � • ° • f� ---____.._ ------------- �_ K = 3.50 -------_._�..___�.�____ __._..�__�_.______�__-_---____��__.� ------ ------�._._________�.___ ___�.'` --------_._�___��--�-----_- .r *���; -`""�� ,, -�-°`�`� � 5 .,...� �S�E DETAIL E SI��ET 5)�"+^'`• ` �'� '`� REMOVE�AND DISPOSE OF.��'"` ,y . � `�. �;� ° � ,�' /�� �`" 's�`.°c� -�;.�- _ -� ; .-- �..��� �_ F.���.- 4� ._,� � .:�y ���� ��� 7�:�:w , .�_ ...� �� SEE SH EET 4 F4R ��� �;�. M �;.�� sc � i .,� ° k�tOC 'FE GUY ANCHOR t�'� ~ , ' ;• EXISTING ASPfiAL'T PAYEMENT,. O� _ `, �� . a•� + ...T�;�,�,.W ....�;`� ,�,,,r � i �'"��,�` n s ` �c l �!�y �•,� �. W�- + ; -��..� � _�� ,.,�/�TNAY FROM RIVEWAY ENTRY R��r��v�} ��� -��� � ,.y .� T� DETAILED GRADING OF ����� a i� �,� �O O � , �""`� '. ...v. ='� i+,y-�,�x w w^'`"� 'Fr':''� �� :�� �� ✓'r ..�'" �..�"".. �°.,s�: ��,� } �tD � �`''`�ts a a � ' -��° °�. --- �..-~' '" _ COORDINA� w�TM coMCnsT �i� .� �` �� �. �� ., .A � � ��.° ��° �- _ .-�°° ,��� BRIDGE & PUMP VAULT ' � �,'��.�' . ,�` � � �, �� ,` - _ � f.j- _... � . � �� �� �' � . !- ; t T,,,i%�"� ."��':" ".,r^, i ' r�� r f ��x. >`�"° ,..�°' ����z '�� '' a =V~l N � � � �� ' .i%� n .. � � E�� R'«ss�r�► W � � ``� APPROX � �`�' ,�''� �� =�" ` � ,� .�:.:,:-°'" ��.F t:� } � 8080 -_____-__ N _--______�_. __�____.-_._______._- _______ __.______ _----- �---- ____.._.� ---------�_.._____.._ __ ^ _�__.._ �-�_�Tb l �....- v�"�' ,`�i � �� �-�. � �,�`_ � � �� a�"INSTALL STOP SIGN (R1-1)..�' ���� ��'�,� •�--��� � -� �.' / �� � . , .w �,�r.,,..��� ON POS-L0� POST x �� �. .�� { STABIUZE U7ILITY POLE -P � � �� � ,� �� �, � � � "_:t'� A� k'� �'� s �1,� 6 �� v� SEE`DETAIL A. SHEET 5, , . - �;� o ,,.'� �` �_-�� � DURING UTiUTY CONSTRUCTION. , , =� yA:: _r O a w .`'---..�......' 1 � ' COORDINATE W/ HOLY CROSS ENERGY �` ' f -,��yi�y.:;T;;': ° ',s ,�i�� O ""'^ ` �., �..... �,..._.__ �._ -..�__���� `,��,�r, � �� r;;�'>`,�;cv� ,2.,FJ.r.,�:_ � - � }�..._` M� �, � e� _; •.��ix'�I�, 1 %,.< � _� ..�.� �. � c� /� � �� �,..�,°r.'�-,� ��'� �.°,,,. ' � {i�EVEGETATE-•DIS7URBED AREAS . . , Y p,�'.�F � DA?'l1Y Sl.a'Ir �'' SEE ROAD CENTERUNE F'� ;, ' ' `'`�,,� ". 'L,°�' �".�`" ° , . ,r �''��� / � �o t .�'`yj,, .; .(�w�"�. �� PE�LANDSCAPE PLAN a�� PROPOSED INLET dt PIPING � � ��yy�y) PROFlLE ACCESS DRIVE � � T � WIUf.W / �rr > iyF Fr�;�,t;l.,yj°>� a ' ' . � ..,.,�-K..>. -.., .... ... � '"�, j �s � O ;� '� (PLAN SEE SHEET 3) �-� � �cG p�� �� M� M M , � � 4 # '� ~.�` '� •{1'_-; � � �' �o y � . .� - . �'�n �=�t�?;rx���, ao u� � y;;'�I: j� ���`^``.`�` � � � � . , `' ^' ,�; DETAILS SEE SHEET 5 .�_"�"`. � �,� ✓.r x�~i � � t0 In 4�� F'}"�gg''.r ' ' - �w`. OO^ �M �� �� � ��•�y� �"~..'�� �`O y'� , �� �.,,..r �„�'-" J , - �,. '��.. � O ��'r�.�����'`�' � .-o 0 0 o rn o 0 0� ��` ;��;'-{�: '.t'�.°'�"� �,� 1' GR��IEL SHOULDER � p �� °� Q ' � � � � �s .t�^�� r��'���yf` °° °0 °° °° OD °° � r�;�_ � �,`� - ' FUTURE A�I'HALT _ x��� � � � ' �,i � r�?�' � '� _ PARKIIVG��`�� CONTRACTOR SHALL VERIFY THE UMITS OF U { '�'�' �° EXISTING ASPHALT AND ASPHALT/CONCRETE ; ='o-`,�-.,,. . r���;�.•• �, t'�,� � 1+00 2+OQ � � �� - ��a,� s,i` -' ' `.�• " � " _-.'' : t.�; A �R � r, 0+00 =� ,, _ . � :� • �{� �� - �,.. _� - . „ �EDGE OF ASPHALT : � �� ���� REMOVAL LIMITS. THE LIMITS OF EXISTING s j� .E".� ! .,°f''t R f 5�$ � � , �.�� _ ;.''�;,,; ,t`�r�:,r"�: � s(S'�E DETAIL N.�SF�EET 5),�_..- ,� ASPHALT ARE UNCLEAR DUE TO DEMOLITION � � � ( � ' Y�`f ' -.�,;r'.a r,� ':�x;l=F,;�' �`:.� ; , _ - ` ^ - - �j _� OF THE EXISTING BUILDING AND SNOW COVER. � SNOWCAT BRiDG� C�NTERLINE PROFILE 3= �4��}� ��'�`:f:��-��r:F � ' � : -- ._�..Yw- �: �.�._:��� w � ,T_ ,� r, f� �, ,� , �r � U �o r ix• °�: ':,�:,,i"' ,{ . , ��; � i 1' GRAVEL SHOULDER `=��� �t+f ,`-`� r;�:�' � , , PROPOSED 50.�20 �'� � f � ,,,,,,, �? ;i;.' _' - `%`t'_� d' CONTRACTOR SHALL,.L+`RADE SNQWMAICING�PU�i�iP VAULT '.r� :���:��95 9O �� � ��� �� --j�:�r��-�t?►�,r�° :%�� ` � = }' BAqC FROM 1HE-PAVING UMIT :�a��.::��� �s�;�..,s � i i I ' _.�__ �:,�,�;..��„���, � .�,,; � , �R�:��S'TRUCTURAL) ..- �•��b;�_.� ��.�_{v - -_�__���.._____��________ ___._�_ _�..�_.._.___.�^_______ _____� __ �� s,� r�rf ;y�� �"- r , TO PROV19E ACCESS TO TH�� �`� :\ ����_ ,�aK�;-�`�-�� .f � ��.��Y-- ��,,, a !^ �� � � ^i �,��-�^�' �.� �� � �;� i 43'�`°`?� '�". ,�; FlJ1URE°PARKING/LAY DnWN y � °` �'t ���� �,�.,r;.�=�;� �� ��`" Z V � . ` � ` -���`x' � � �r�a �.,,,��Y�`�"" ,�'',p.r: :.�; = AR�A AS REQUIRED. . . PROPOSED ASPI�AI.tiT,�.� _-- - �,; \. •�������,. ,�t, ;;�:r=:�'�. �,,� h� � �i�. � ' -�" .` ,=Y w.. � � �*�,.. � � _ ,� � � i ( .����-���' ��' ,� �� � �' . F`je•' :k�:%�:"�_%,�.r;,�J�-,n r - �,,, .. PAVING a ; . , _ - _.� \ '�-��';��i�tr���1� `t ,,v� :�� �� W Z � M • � .e��° � � ���`"- _ _ �' . � : __ � 9A,'(!�Y*"��` � � �;.�_� '� ��.' � Q ` H��� 1 s 2� � I 50.00� VC ,�� �� �� . ,�''� �( 'r.:�,,-'"` � ! �` "� Mt'��OF PAVING �'' ' ' zs,<��-��µ` �`"� �� i ''F'F} 78 v , } t � � ' s;►` � u �` „ V LT x3..- =_�fr�., _ �3,5 - `:;�� ,. � �� ;� � ' JY r� 3. � � • • I � $`" . � �,- _ :;,;°;�a • LINE OF Al! �� - �,,,r�;�,�„ , � I . s j � n i ao ^ �, t ' �,� , i��_ k`J� .„.�y''��THIS CONTRACT)_ _ 'sa + .4�.;:��;. . . �',q3 .,: -� ��.r��,�' /� �I ERT. � �O .- , �r � �:, -�; y ��v oa'` � ; .��` BELOW GRA�E _ �- '�_"� .r�- , - ,�.,�'�''' �'`.i2EMt?VEt�XISTI G 1.1.. . i ; M � � �; WA N �� � g-r �.„ ��r`��=��F:�,�,�, ��.� .� .�..�, - . _ A - � _ �� _ , ��s , ,_r �' Q � , N � LL o. 5 � � � ��. .�{��;�.� ��:..�� ��_ �,t , ;3=� ��_t�,��. _ ____�___�__ --------_ _�._ __ o_---__�._______��_ __ _�� _ � , -,1, , -��-��=c�,���,�� ^ _ _ - - _ � - _ :.�:�' ��:t_s_° ��,�� �, �� ��,�..{,_ 1� =; .-�_'' ;- , �� ° + �`` ��t' ��`- ,F=''' �'} �� °�- �:. �'' �` ��. _ -- � � ��� M 00 j 00 � �f� .1 �+}�„" ` a-.� � - 3�.¢�F�':;�. - �`r'��f�, ��� '`�r- �i�'`� '1�-' ° �i'' �s�,'` , , ;f,;+;i S � � PVI STA - 3+48 48 "� � } - - - ` ' ' - � 1 � . .�` .fl � =,,• .,�j � ,.,..a.•r �,qzr;�-;f;�, �:' s� �,�.£r� _`�4•` � `r� � ��: � � s.r� - � „ _ "� �.�r:,,.;�w.. .�a _ ;'` , `�`:,. --> - `r` ; y f - • ��"+ rn i - '�'`_ :;r.-� - _'`_r'�f`� - :.it'. •-�k, � laJ lal � � �a ,�,� . -�,a=:,. --- r. -'�' - - !`�r - V I iri � CONSTRUCT NON MSE - :r�'� . r, ,., -�,i - :•' .. - � i I 1 17 Gi � a� - �� - - .F��; PVI ELEV 8 08. ,� 3,'a, `r�--�' -r T . � c.� c.� - - _'';, t�� 2' � ° GENERAL NO ES '_ �-'�` I V 'G '{� _ � ..a�-t_r `:s/,� a�' ' e.h�. ,��� �y`��...,�"' 1 C� 2fl- ��3' _ - . .. n] " _r . 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J� I i J�f i 'ff�- �1��'�•.' �,`a�.j�)e.,v. 7 _ s^�`/ A inCU - - '$� O �'°�r:'(1�1y t._-�� ,/+� �,��,,� �6£A SEE GOLDER ASS CIATES ,r �' `� �i � I N H A R PM NT. � 3� , ��:y IAT F R TH E D EDEVELO E A ES 0 E L 0 S ��`A ��3�_ SSOC � { { �'� F � Fr •,�•�' .�" ��rf -��„" � u�• !y`. .�:y2h'„`�u• .. f " .4 � .. ��., <�T� ,:�;r 1,,�`' � - /� Ar �� - �� � , � � ! :c� 'a' t '�}�f r �:�.. V `ri �i� �,+ ,`r- � "���� � /�'� :�" � _ _ . 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THE 100 YEAR FLOODPLAIN SHOWN ON THIS PLAN WAS BASED 0 �� _ � p ,,�- �� �r,r. ;• �;:' _ _� � - =,2� � ` �b - �'r � _ "� i�;�,�'F�il �;SH�E'[`;'S - �,.r � �� , � _ i U -,tr` ".;,�,,-�,•t�'` _ '�;' _ 3 �K� �,-� ,.,,. . - 1 THE TOWN OF VAIL S 1983 FLOODPLAIN STUDY. , f �" � �.o-{ �-` �rr;;��'� _ ;�' .; ',, _ �-- � :�.3 �-� ....,.� � i � �:�-��j �„.F�" - .':, - ���� `=�'or�:.�.z.�,°` ',,�,, �-EN��URBFdc,�GkJ� � ' o tWi i �r EXISTING GROUND � CONCRETE BRIDGE WINGWALL-�` ' p• °�i`<' "�� �"�. •::4.�;=�=° �'�""�,- _ ... •�� .�" z = �=`�.�'- MATCk� �SED GUTTER �/� I z s�,�:�'"`"'� =yr: . -°.`�}`=i�.-� �, _ � "` ,� _{`��u_�, w�-�.b� .��, _ ��(�". Z Q .� R TR RA �'=-„` ;�` :� '�;`a� �"'�y>:,;�� �,� _� _.....,, a..t� ,.� �'�r �°----, µ a, ,.���,.��.,.>�,P' � � E�!STING CONGRETE �►J GRADING NOTES: ` _ �,.,. - N., �� � � �n � � E: S UCTU L) �,„K ;�,.r �;,,,�=" �.. ��� ,� �- �„�-�. s� �4 �,�µ, ��,� � N i �:�„„� ,..� ` �d,��t R , �'�,.->„� ,�;,;�;,� � w., r,�..�-�_~ w..���- `-- ,�N�.:, �IDE-VI�AL�:�,�'Ak?�Rw�" � Ws k � �a'w-72s:��z�h,...�.a•i.� r �� �..... y .,..+�r.r+.w+�''� �ty ""�p�`'�.�., ;,;`�'y�''^.t,- �,,,,,,� ., � ( ./�� � .>'y"��,✓^ fi �'3" ��� �� f.�F^. 14 n� � ti'� ,�^, ; �� ; ,� SEE SHEET 3 FOR � �. ,,� Y� , �.�� ,;��,.,, a�,��� �� ,� ,��:�.�.���K�:K � ' .� M... .�, � � , M:,�• ���j�'�"� �°����._ M -�Rnc�a. �u��yoot�"�,u����p �y . 1. REVEGETATE ALL DISTURBED AREAS AFTER CONSTRUCTION IN W � e,... -; � C�� �; T_ ':,��� :,��-��: - �-�.��:� ,,� :;� - �� �.������ ��- �`• - � <�;�. . �"� O _i-�-_-- ------------�____..__._.._._� -��-___T _.__._.,�- ---------.___�_.- -----------------_�__ ,O ,�,.�„ 1 ��,��;�_. - W,.��µ�'.1 �� � .�,, ..�_,�.�a�y °'� M� .,�- ry ■�.°; C.H END SOF PAN.•��.,, {L 4Tf}MAT ; , r1E 3' `.aa 9;,� z`� �"��',�� `�',�"'�w�` ,,,,?M'!S',� �i,ne �,nM�� p'� ia S'`-�"��T�`"� � �.�. ^!J�_,.IR.. !1.-., v� ,,- � � ,,,,� ,,,wc•r COMPLIANCE WITH THE SWMP BMP FOR THIS PROJECT. � , � � OETAILED GRADING OF V `mµ�� - Y ,� �" e / Q'� 'i ��.-;ti e-'ri� ����r� H�;.'�s-�g'�.. �,�t���''.:�4 �"��...�:��a,�v-�'„M y �i ��*-r Ir�� < ��.`7 I i ° ' P ��� i p* d�� ~� ^�_ _a3,�7�±r�i,_ c�.�„����n,� �� ��.t � � ■ ■ � �.,c -�■ ■'33<,_�,"„ _ w��"�.a....�., Yn �_,r� V�,.�,.,�-" s_�`,:.� "'r,,._■ � � pP�» 1 a,y r^"����, '�r,,,-:��,-<"� ,F '� ��' : ■ m "r_.,_ � `,,�:' 4 r. .,,, '�� ' :.�� ;5��n�r 41NSTALL 2" 'WID�. 6 VEE3�1C�'Ct `� � ! 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REFER TO THE GEOTECHNICAL STUDY PREPARED BY GOLDER _ ��p6��____A __ _ ` �tD _�__ ______..�.V.__�___�_ � � _r � 4� __ , _ _- _ � �' END RETAINING WALL °�� � '"" `��� _.;_ _,._ - .r�_._ _o_..� f „� _ ` �f�STA�I:�OR�=°�E�' AIL ■. � Q ,�-°"°° � . `� �vF�.=��;,,' �'"�•" BACK FACE OF ABU7MENT AT EDGE OF VAULT °� �� - / ■ '� � � N� '"° � • �` """� � � "'- Y CENTERLINE OF BRIDGE _;�...��°~ SBEHIND CURB. INSTALL FL.A�t�" ASSOCIATES DATED 12 15 03. i � ; ; �,-� � �, .� �' (PROFlLE STA 0+42.50) "��. / / > � � , u �' 10 WIDE CONCRETE • �. 1 ;,,;r±*r', . ; TYPE TERMINAL END SEC110N. --' � STA 2+14.89 - � �- �°--°'� / ,� r --�-...�.,.�., ,..... ,_... ..�.�`'F� � a a� .� "'.�"�F RE• BRIDGEP L.ANSB ;� ■'� ` �,:-'`z <t_,= �� : ,' F.G. ELEV.=8097.49' �.� � ..�.-..--.° `� ,` SEE DETAILS SHEET 5 �� ���`"j'"°� / `t ( . ■ �1 : . _ �- `, �.,-.�-°'�' °-�""'"°PRt�I'�OSED CONCRETE } �■.�+� ■ / "�,-,,,,�� f Q N . .� �.■� f ..:5`�_` -�- ,�, 1 SAWCUT. 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EXISTING CONTOURS ..�.,�. ...�.._ ........ � ...._... , ? ....- � i; ��'�3- _,�.� _-- _ _ _- - - - ._ - ;' SAWCUT. REMOVE dt DISPOSE „f � _ _. ,� ■ ���-' r>; - �_,�.,_ m�.,�.. w�.r. ..,__. ..�� �� r ° �Y_ ,r..' . .�.- r ■ � „- -� ' . t ��� , • ,�,,. � . .�,.,�..�-T°.�.."`- �',-'+C,� � ' - � ->-, 1 OF DQSI'ING PA7H ASPHALT. . � x.�._� , _ ,.� ,.. � '�� ��. �� .._ .., -� ° ' - ,�' . Y�,:.__ - � • .�I PROPOSED CONTOURS -- -� ��,�,,,�,.--;°,.°- !- -_ � �_ - .- ` _`_ - _ -_ REPLACE W/ EXISI'ING ■ ■ , �"" v,.. ,� `� � �� . ■ -w".�-..` ,�, 2 r.� .'° ` T ' � _ . °� � '�; �.,� . _ .�'"" _°- �� ��_ --_ ` _ �_ j ` _" ..-- -; , � PAVEMENT SEC110N. II m -- _..�- '."`.,`,�� . • ' �,��.w j�- � r, ��,;� - ��' � , ' ' � ' . _� Q � LIMITS OF DISTRUBANCE ,-, , , -, , . � x � , , � �'° °'}"� - INSTALL RIPRAP PR01ECTION }r = -� _ _ ` __ _ - __ _ 1'� . ■ ' ,� - �-- • ' _ - ,..�"} ,�_,_ �r y BEt�N PROFlLE FOR �ypNG ASPNALT REC. �'�� , ■ .. ` _.. � ~"� pA'iH / Q 4.5' x 4.5' 'IYPE =L.. 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C� - `�°, y.�, �.�, ��;;, =�,,_ ��• APPROXIMAIE LOCA710N � �_����"`'.�.� � � � � _.,�W� .. � _. �_�_w __ ._....,. __..__. .e._ ._ �._.._ w,. _. . ,� � .._. .�. , >- REPAIR AND REPLACE ASPHALT� `f Iw"j �-�{,�� _- �;. �: • . �- �. � " . 86.i �-p kf _t,. ... �. _.. ww.�.� __.�..... ..._..,_.�- .. � __ RECREAl10N PATH Y `. ` ° �w`�'.°�,� _- �. `""` _ .� ���;;��. �+��:.; ���;�;:; _ _OF EXIS't1NG 6 _DRAtN ��.., �.��=av.,... � - : _, � / - ._, _ �._.. M� _.., �.w �.,_.,... .,�,�._Y �.�_ �W. , _,.. _.w� m AS NECESSHR ; a t °� _ _ -- �.�, _ ■ -- _�a- �,y-f°'` :�`° W b SEE SHEET 6 FOR uPaN .:��. �� � � _ - - _ - ti,- -_ . - P�PE �ro eE-�ovEU - -- ° �� 'B0 ' - A. r�. « __ ^ _ _ � COMPLE110N QF BRIDGE dt � , �: : <<��t�=�. ! . �-� _:� X-� _ r" a ``� Q� .�,,� ..._,�� ���,., ..w.�... �,_.�_,� �, - � �°..�, ���� _� � ��,.�° DUSTING TRANSFORMER __= r 86• � . y� . ;''°"�;�t,� �� ; _ f-� ,.,.�- Y ,�;�-- /y-y� . ( \ O INFRAS7RU(:iURE CO�ISTRU�710N. 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A °� r_ . � � � . ,il�-- _;�=��� .����z�„ �a�- .��� _�, � _ �� �,:�-�- --ro . _ w � 6ASED ON THE ORIGINAL BUII.DING PLANS. � .. - � � ~ g _� � � - � �- ,G,.,_� AN e�...�.� .� n�,M�., -=u _ a tn �r . _ - . ,3' _ _, � - - _ � ��� ���°�..-. - ����a . ��.F. _ �� 81 � . � .,�� . �� f�-; .� � �_ . ���-�; �.., �. �� �.� � �_ s . . ��� ,����-_- _ ,. �. o o Z � . . = -�° _ � ,,���...�.��,-_,_� .;�. � �...,.... e �`r- �=_,,y ��# r.�..� CONTRACTOR SHOU�D 6E AWARE THAT a .- � • '- ,.;:~ " '� _ _ � ;� - _°""""`� �.��= "� �'+�*.,.. �„�'°+� � �'s s _•-- � - . � ..�a. _r ,U. _. _._.�.. ..�,.,._ � .,.,- t;r - . ,��`v:� ��°.r.-_ -�a�� r;� ��.-�4.�¢ =�� S��a .�s ,,� � .,.� - G RAiL ROAD ��'� _��. ,��. � _ ��v �.�� .� ���_ .__Na_ ° d � , . - _. v i- . „ �,=.,«� �_ _ _ __ ., ,�:��., y,����ti4�= _ - ,5 .�-�.� Y . �N nE R��NU��-w�- �,=.>: _ �.-� �. POTENIIAL CONFUCTS BETWEEN E)CISTING � o , _ _ , _ '` �. . - � � _ � ��� � �..� _ ` � .�, _�__� t .�� z N � , .�� � _ � �� � , � . _� . _ ��� . - �� �r��-_ ` �� - � L;�°j � _� - - ___� _T_..z_- -_rr. � � u��4 .���.�. � _ __..._� �.�.� �«L._� .� ,.a_ _.zv_�.. AND PROPOSEO PIPES MAY E)pST. o � � �" � , • , (�INE.T MSE SIRCJCTURAL -•k�.,k-- ''£ .... � #� : a �, �` ' �. g4.0 � ; - �_ .._ ,� ��l �,�.r. .v.�.� � � � � , � �`� ABUTMEVT W�4LL TO END OF -p'�� ` ,�.�,� k °" �.�,.� � -__ z�� �... ��--= �`=_ ` ---� A __ ��J �.�° - - ,�_ ..�..�, � . �µ .. ._,�wn ..4..� _�,..�,. _�, Z � � ,. - .- BRIDGE ABUTMENT" ^�,,� �.���"'� ,�, �`?�=�� ` ,� - ";�i`�;� ,-�-'� � "b '� � �� .----."'�'� � ` "��v �` � ° w.�. _ -___ �„_ �,_��. -�"`°� Y - � o z � ,�_ � r�` -_ ��a � _ - !'=�__ j..r""=" ��`,'� - , Y�3 _ a._ . ..,..,«__ _H��_ �......._.,. R.,.,.... _.� m w REMOVE AND DISPOSE C�VSTRUCT MSE.. . ---�;'` �-.r_ , , _ - `a�-„�;�x;�_ _ ��.__�� �,.�.,� � '_�y� �� 4 t<< �� ` EXlST1NG µ _ `'� °` �-° , .��_� _�_a._ j � � OF EXISTING"_RAIL ROAD RETAlNING WAtL -�°��' _ _ �-.�--� 4- _ . -r - -=^°,� _ ,,.�:-�*�: -�b,�,�p ,�. _ �~' "�°;;..�°- a � � �- �-� R ,�,-- , - _ .�uw��� �,.� � � r,.�� mu���,�. w � o � .��w��._: ,; w �� ,.. � e y� �� , g � F�u� o � � 11E RETAINING WALL SEE PROFlLE SHEET 4 . �,�'` �r�-'"� �'� , , -__ _ _�„=�;,�,��„��-�,�, 0 i,� '� _ '"�.�.r.�"`�~`Ra � ;�', '�,�,,,. .•=�-."` _,r p � �„ .,x 1 O .,.t.__ __,__� _,. �' - Q W _ . � -- - �- ,--���r �� � �� �- _ -; �-� � � _ . -_- _ . .. w�_.�_ �.� STORM SEWER SCHEDULE ; �- 86.�-• � �� � 'i�� .��° ��...� ,�.,�- .� �;��,.�,�=-� , -- r � t �'° �c.. � ..--�' a _ ..,,.. ' ia.,._ / �.. _ ' , '_ �,�" c`>��_�,�._ �,,.- _ �.�' - `�' �l �--..'' l, •.,� � _., a..-__ _,_...., �w._- �,. . � ., �y _..„_._ ... _. �_...�. ,. ....� .,r,� � � � _� �� / - '��- - ^.,�,-� � � -. '�. ; a` � =t �. % t � „��.,. "°�� .-�."" LABEL RIM INVERT INVERT SUMP o O z _fi.� �-_ ,�-° �.�<.. _±�� � ���-�^ ��M ` .TOW '� r � _ ' �.,... _�,�-�-� � _ � PROPOSED _ _ .,.,.-� �__. , -� ,.e...,�: w�-._. �,�.,.,.. ��..� �_.�, _,____ _��. ELEV. IN OUT FLOOR STRUCTURE p o F� B� ��;��r`'..,. _ - r`°' ±" 1 '� �'� .�..�^ ,� v t '1 ` .�r� ^ �d, ` N c ,. - :�f ,--°- -_- ___ ' Og,, _t �--°"`- � _ - � ' ... - �' : _.,..-.-�-''� .�--��` - t-� n GRADING'AT 2:1 _ _ - . . . . , '�-� cv � � LJMITS OF --- �- .�" °�'''° � ; � �, -...' .----'�'-° _-.-- ,.�"" r,. _ - F�'°vt ����`° _--�`' , � __ __ ��,.�_ _,� .m ST5 92.2 87.3 87.1 85.6 4 DIAME7ER MANHOLE � � x ��*i� � T�y,.���°�= . c�:ti'�oW . �,�;��z �.. � �� - �,�.-_� � °� �c -,�,�y - �,�� �~�� __ _� _._w�_ r_,� a � o0 w DISTURBANCE - - - - '`;...-~- " _ _ r A -�`:.�="�+` x' �. 00.2 f� 1 s �; t --�'"" o.. � �-° - �• ,. _ - -_ .. - s°��"- � ST6 91.4' N A 87.5' 8fi.0' 2'x3' AREA INLET � �- n1 (� TVp/►� �i_"- .- ��' _- _ ,�, /� _ --;,a" � i � l ,,,t= -_"" �w ,,,,,,,�..� , -- _ - _ � a_..,. ....,..LL � C 1 1 r�Vnl, - ..r� �-- }�' ,;.� V�r.,....� __ , - t c .�-�f- R� ,.... .�"'"' ` < ` , _ g - .- ,.-.._._.�, .��.-y-. ,�.�-.. �_�_. . . r -�d r�-.�s"�j�.a �_�,�.� � ; ...� y f�--�� ..,,�..�'`�` �_ �' _ __ ST7 92.7 84.0 18 83.8 18 81.6 4 DIAMETER MANHOLE �n �n p�p ` �.=�' .>^"'•-„' _`'i - ,\+yF a -"'� r- '-",' - `=" _ `°5' - ;�w` �' -=-ti=�° t t�'r,�,....--�^�.p--�" -� a,,, ..vs��'" �` � ..�.,...,. �- ' � � � w � � , y .a� ` - - ' O� - w�s Y-"" t..", ,'�,_ �,,. "^` ,r^"'_ �.�" _ - a N . �,, w� ,s_,wa.-w 89.2 8 83.� 8 - f--°' - f` � , . . -� �.�,�-��;;���, �:105.6 �, .� � � � ..�. �- - ='�,'r��' _ _ �. �y��, .�- � . . .��' -- � 3 /�� ,�.� - ^.��-`��-- �;,,";,- - � r .,...� �.,,,,�•-�"`-' - - _ m.� r�� :.�-' _ � -•� ,� . � � 2 ST8 N A 30QQ GALLON SAND OIL INTERCEPTOR � rs _.,�;� � _� t ��' - - ��•- . � �.r•-�"'" � .. .� -i°� _ „ _ . r,.�n•< O 92.5 83.0 87.7' � ��ti - ..�'`�` _ /''' _.�-'rQ�!-",Y�,�. - _ .: ,rt -_ ' �.6 ..F= _ �,,xe_.�� �.r,,.- �.� �4 ST�'RM � _ _ : � � - � - _,�.M __�.. o c `��` --„' 3� � _ - ,r.: "k, -- � �� ,- - _ 'i�4k�^".a .-�"" � �M-�' _ � ' _ � '- _.. � - � _ - _� _ ,.- .� j � �r�s.��"�µ , _ _ _ _ � _ r''�� 3 =L., _�`- _ ,50 - . �.� �'' _., z �, �` - �/,- �..._ ...�{ } �, � -., _ __ ., EXISIING CONCR - .v°` -_- - - .- - y- . _ �_ c� s`Y `/ �-- -,. �. - , - 'I�,,�F..�,�=µ , --- r.=�"�_ � - - �` yyET'°VYEi� w �. __..�, IN�INa83.1B �_ � <� � � `��� P A� _ �- _ p'r -� � - -= _ _. � .�.�y ...� - � INV OUT�82.9B• x,��.�_ �}.� , -- - .. � ` �f -�°"" - .� ° .� �EC• ,.�- - - -- _/-�8� _ TOW ;'� - , -� . y .�,,_..,�= F , -_ _ , � . .,� � _ - �` . _ A1. �,.,r`�""' _ - ,��' °"" --- - _:ot+ , _ = _ ° _ --�� ?�.,,�:.�.:-, yr 26.82r kF OF_ _ SUi�P FF 81.46-�;��� � EXISIING COMCR�'tE _- - _ - - - _« ,_ � '� - , - 90. „ - �_ao.. .e,,__ _ � _ . .����;� _ ;�;;�,r _ _- � - _- �3-�° - - w, � _ , :_. ,.� , � o � NG ..-- �--- ':-.. - � rti , >� ..-»� �,� j �.- gp _ '1� RCP O 42.9�� "° - ��:.� z.>:a..�.�'� �,t RETAINING WA#1: � - , o � Sr � : === _ % _„�° .� �.,-- , -= - y_ �..�-�°�~ � s 4.9� -��-.k-3s�`�'n- `_• �- � - _���.- _ PUMP STATION DEMOLITION NOTES Y o � �' S�' - = __ - _- ;=� T row _- '� ` ° µ.�- - ��.� _ o .�t/o� , .F_ .:. -- -r .�-�� _ �- , _ . �. - _ � � a o N a ' t� .te - > - �.•--"��- �8. = .� �y� '`� +y`f�_�..,.:--,.�«-„�':��^^' '�'�3 .�. �3 Y _ !v�� # _ '.,,.�^.*.;t �``- ti�� .,...,, ,._ +„�.;r>,.. ,....�_� ">..Px" '"'"_":� „�''.^ ..✓" ` ,�„ � 3' "°" ` . 7 7 Y � $ - �;� �1 E.- _ " �. -, -- w .• ; _ . _ •~" , � __ �� 105.6 � f� > _ �� ��� {,� _ °� ��- " � - 1. CONTRACTOR SHALL DEMOLISH, REMOVE. AND DISPOSE OF THE � � �� �, �os 2 � , _ �- � _ _ " '° � _ = '"-`� __ - ' , _ _- - r , �°' -- � -' + � ``� �- � - i __ � --- � N_ r ,�,�- , - �,.� ' �° - ` � -s r-� �_ , EXISTING CONCRETE RETAINING WALLS, CONCRETE BUILDING WALLS, PUMP � � °�° � � c7 -;�-- "� '=�=�� oH ry. - - - � _ �. ,.�.-,, - ..,..., .�..,-.. , _ _ Y = y�� -�,_ � ` x - /�� ` j��= . _ � ' - � �� - - - "� -„ - ` _ •, HOUSE BUILDING AND PUMPHOUSE CONCRETE SLAB FLOORING. � � � � o ��;�,.�.,_ ��°`: � ^��.. - � ~l.� �� .� °"' _. } w_ .w w <� � � ° � ° � � � '�. �J� ,,�.,�y ��" ' "T . - _ �""F _r� �- --~ ` � ° d „- ' " �� °���4 ° ��.-n- ,�--� '- .�� CONSTRUCT'"MSE.°SLOGG-�WING°'"WALL ,.�'` �- '- -- - " �-F �"""° 4 �� 2. CONTRACTOR SHALL COORDINATE REMOVAL OF THE PUMP STATION � W O � �,•� w _ _ 88.0- '`�_ --}y _,,.�.� - TOW � - �:�9 _ " f--- _. ��d , �` "�" �---{��PROFlLE ON SHEET 5) , • -y "`� " _ � , ,�,�-� " `m g MECHANICAL EQUIPMENT WITH THE OWNER. � Z Y z Z �.�-°�"'- . °_ .,�.,° rt ^'� CANSTRUCT-MSE�BLOqC WING WALL _ ,�� - t- 0¢0' _ -_ .-� s ",_". ' ' °°_ �a� �y � _ - . ' . � _ ' c!� Q � . ,- _ " - � . - � � TYPE : �� w .. ,...�. ,��°" � � M-- � �� w � = p Q �J : _ 34 130 � ., __ _ {SEE VlfAkl �2 PRQFILE_�ON SHEET��4) _ �� � � "� INSTALL WRP►P -_ �� D�NLET"�Wj� _ _...., .,- . _ ,_ m -�•�. � ,�� -Gt1ARDRAIL TERAAINAC � , �� -�" - . 3. CONTRACTOR SHALL EXCAVATE. EXPOSE, REMOVE AND DISPOSE OF o n c� � o > ,� `-� ~�: _ - �-''� _,y�_._ .,�Y�, .__. _ �_�; ° BACK FACE OF ABUTMENT`' �� � END SEC110N r(SEE "'_�,.��' HWY GRA�E � ,�`..._ . .,_,. 4 M j. � , _ _` , - _ �`n' sp�,gp� "` ���� �'" "� THE EXISTING 12� INTAKE PIPE FOR IT'S ENTIRE LENGTH UP TO THE WET m r �- _ - " _ " �-� : ` � _ � CEMTEFtLINE�OF BRiD�E ��� _ 'j`Y� SHEET-S�FOR„DETI�iC��� INV.=8�,60'� � �' �-r �.� ���1 � - � ' � � � �T U�1P I�ATTE_D WELL CONTRACTOR SHALL ALSO REMOVE AND DISPOSE OF THE EXISTING �" ~ - - - _� � � �p ; m STA 3+24.56 � " _ - � _ � �' ��_ ' r�';},� � SIyMP FF=93�.1D' M `� °� r-_ �,.�=�- � � �``°� '" �"'- � ` � - ° 6„ DRAIN PIPE. ' _' ' s -- - x � �.�._�� �TM,,.r�. :_�sY �,. � �----- F.� .ELEV.'8106.26' _ �".�.. . -�� ��� �� ,.�,...�.... 5l � _ � � � �. � ,w. _ }�.,s _ ._ _�_ ___�... .� �.� _ ; �. r l E ,��AT� A T-: , .�-�- . �_ �� _ �� _ -� _ _ �. � ��0 WN ��Q F�y V�.I.]L m _ - - - -Y ` ���,� =-- . � �f s'� '� ��npp� pF g�pg� --�-°� }�� �,�r 4. THE CONTRACTOR SHALL FILL THE EXISTING WET WELLS WITH APPROVED m ' � --�-` `- - _° _, =-�`� ` .,_w, . .,�t_ 1 2�9' ; ` - , - . ; .� _1 � =, � . - _�� �R , .x ��"` „ � �- � � �, _n._a , � �r Y Tow � , � � �"' �_. FILL AND FLOWFILL CONCRETE UP TO THE GRADE OF THE EXISTING TOP SH EET w ' -- - " ; .� ° �10�0'm� ' =: �° ' ' � � .. _ ; w,K�.. s �" _ _ ..,, „�,.= - - _ - ., ^„ - OF lA►ET WELL. � r ��= : �_ � _ ___r_ �. _z - r _ -g-- - r .f � . _ � �.. �. -� � _ � : _� � . _ _ _ _ 3 � - P - _ ` . . s ` rY. ���` �~- -- � r°� �° -�° 5. CONTRACTOR SHALL COORDINATE REMOVAL OF ELECTRIC VAULT AND � � � � +'''~ "�'�� � � TRANSFORMER WITH HOLY CROSS ENERGY. o F__ . _`_ � � _ • - .�s..�. _ _ _-_`_ --- ' µ ,.' �°'. ' ,� .. . �� �- W -'""r ' �_�`� _ - , � ° �,_ ` � -- =_ ' __ , , �-,�v;�_ Y y° , _- , �,, " r w,- `W ` �. F ----.. � _ = _ ' . . O � ..-..---_ °-�'- " f _,-�,� ° y - r _ ,�_,y rt`„ ""' �, , ` �, � > ��.�'`"' »,,- `-. ~ �� o �s • y _ , = rwv .--a «x__, _- ��j'' ��y� ,��� -�; �,,` .,�r. �,�,� �,r �� �»�'`� �- �-'� a - -- - �- .�- r - � �1 _ 18" RCP STORM PROFILE . WALL #3: MSE SOUTH A6UTMENT PROFILE H�,Z ,. — 20• GENERAL� NOTES U X � WIIIIIIIIIIIIIIIIIIIIIIIIIIz � v�T , — ,o _ m � A U G N: S T�M�W W T P�� - 1. T H I S P L A N R E P R E S E N T S T H E N A V 8 8 D A T U M U S E D B Y V A I L A S S O C I A T E S F O R T H E L I O N S H E A D � � _�.._� ___.�________._.____�__.__.___�___._._�.___�_�___i____�..._._�.__._�...�...___..� _ 8��0 �-______,�.._�___________.__.__..______�__ .�...._.__._.�__.___ __._..__._ �...�___ , ___.___._.__._._, 8110 REDEVELOPMENT. a�N - t � o� � \ � N a �N o _ � < TOP OF DECKING ; , ' 2. WALL PROFILES SHOWN 1N�RE BASED ON A FIELD TOPOGRAPHIC MAP PROVIDED BY PEAK O � � �$a ``�o° 'O z o"�°D ��� - � � _ � ; LAND CONSULTANTS. ACTUAL GROUND PROFILES � � Z z� o z�o'O ac a �°0 n o i,.i'n � ` � PROVIDE MIN: 2' �' SEPARAT101� ' �I �°. o- � N� .r f- ,r� cv � � , NEED TO �BE PREPARED AND THE WALL PLANS SHALL BE MODIFIED AS REQUIRED PRIOR 70 L +c�� + o,Z � +�-ao � ; I BETIMEEN pRDERS dt I�tSE WALL � � � � W �'�M c o a o a,�- � � ' CONSTRUCTION. ou � u 8100 � --._ ___._____._._ __�___---____ __ _._ __ __�__�_._.__.__ O1TOM GIRDERS _. _____M_.._._...____!.�.._._._. ���? N� �? ? a�z : ,_ - -__ -� :__.a T_:�w --_ �..�_._._,_�osm ra�oF_` ______ ___.__._.� a,oo — � IIIIIIII III)�J �°� �nv�_ � PROPOSED FlLL W� , , _LL`A }__'� �,R_" ; �,.'�_,w„ �. �^.���„'',_,",M� 4. , MSE FlLL WALL 3. THE EXISTING TOPOGRAPHY SHOWN WAS CREATED BY AND OBTAINED FROM PEAK LAND z ��� _ __ ___�... _� _ a ' ` EXPOSED AREA = t 639 SF = �__„_ _ _.,. _�,.�:_�.' �. �_ -., _ .T_�_ h ; (TYP�CaL) CONSULTANTS. — °D3 ; , � . _ . �_ _ ._._�a ,. _.� .� u _E .:.�.. r4.na_,��� _ ._ � ; ; - o Ma jor Road III C� o°o , � i , � ,� � _, �_.a_.�.__ _�_n___ , _�_�_r�. . �._. __�,_�;,_ _�..___,.__ �___ , __ IIIII � „ ���� 4, REFER TO GOLDER DETAILED WALL PLANS FOR ALL WALL CONSTRUCTtON. II Z 3 °f t.�__.00�________._____.._ ____- - --- , ; �yl -.�-�-r �.., _��.��_: � �:"� �."_ _�.�,..[�:�e,`-- - �,'_,,YV.� �wu�r.__ w._ _,__.._ ,__n.. �,._.. _ ,_.._n.�_ ; �-. �.����..�o,.....e�_._,�,.m._��.v....��.,�.,.e�... I c , �� � 3 _�_.. F . __.._�a_ � � � _ �,� _ __ � r�.�, _�,_ �WY��R�,�_ � _. _ �. - -- �' ,--�.�u_�._ __ __,�_-.�a_.� .rb � �� __ _ I W W . +Q 8090 ___.__._�__._.__ -- _� .___ _ _ __ _ . x_ w� _�,- .. -- ,: v ---_-_-_. .._, _.-�.�-. _.�. _..,- • ---Y--�--�---- - - -_ - - - , 8090 �_ n Edge of Shoulder . 03 4 , __ u _�u=_ __ _.�_. F,_ __�._- . - ._ _��._.� _ -_ �_�Y�_.�1�=_ -�� _._�,_ _ _s_v_ �._ ._��� s___� - _ _ r..a, �--� _ ���_ __�__.___z_ 2 6 s-roP ; a W FlNISH EXISIING GR DE � s , _._ , '-_ ., � -- -- ._. .��_ _�,�_ �_ ,..._ -;-��_ . � __�_ _ .�1_rPS--- -FT_. _ , _� , ,.�.. _ �___�.,_�,r- �- _ --�- a�.,rj �._..�£ �i F��.��. , �N GRADE TYPICAL , - ,-�. �� k. . 3 _ . � _i.. _�x . . -� ,- ,. _._ .. ,. , _ _ .__ - - - - -- -_' _ ....._- . _ -- �....._ . - �___y �.^;' , _.,� ��' � � ! ! ___� __._ . . _ . ___ , i:.. 1_, , . _.�_ _ __... .., �>_..�., f f� � U . I 1 - - ° -` 1. ` _ , - t � "^.`"'�. � �� ` i ° � ! j ' , � EXPOSED BOTTOM � � �', � ••• •••����0 `9 , � , � ` � 81 0 '�� _ e____ ,''-,�._ _�_�__..ry j ' � ' - OF MSE FlLL WALL i • " •� ..� �. �Q � � s � � rn,l� � Type R1-1 Sign Shown r.� ' � sZ;�, 0 3 8080 ______________ _�__,..,_ ,____ _.____._,�____ ______ �_ _�.._}_ _..._;__�_..______�____�._r _._.! 8080 .v► .�,� R �. + , f___._.__._--------- � � __.__.._._..___________._____. .._ � `� ' 4 �+~ ~ EXPOSEDV ; ~ EXPOSED s - __�_w___ i � ��� �, ' 0.S�, �-.q N� , , � � BOTTOM OF WALL � TOP OF WALI. � { a.;� .� .�I� , �ss �,� , , , (TYPICAL) � � � (nrP�cu.) � � DA� � � MINOR CROSSROAD ��� '° 4' `�' �R�� A� � 807b.OD ��,'•.,,.�, - - $090 -- ?g$�-----.� - --; M g �,N �� M m �g - ,�,�,� �,LL, P LACEM EN T TABLES � � � � � �,n �c a; �i N od a; � �. ,� ' , o� o� o� o$ o� � �� �� Lateral Placement SCALE: °�,� i � � � �°D � Ail Gasses of 0.0 L.F. � � ��, �� Key Streets and Highways HORI2: 1" = 20' 2.0� , VERT• 1 = 0 1+98.93 1+50 1+00 0+50 0+00 Minimum Normal '�, 8080 -------__.�._._______�____._.___.�_ ________"' A 2'-0" & 12'-0" plus Curb or � Note No. 4 Shoulder wdth � + 6. ' CLEA . . 30'-0" or more ��- B Note No. 4 Curbdor Shoulder Z !— � 6'-0" plus Curb or Q DATIA/BLaV �+uWi ��qp � � � NoterNo. 4 Shoulder Width Q Q v� ���, ar if none 12'-0" a U � o� N W�: a �� X���-����i � a o rn o a �' �'�''`��;�,�t �%�'���,�':',�'`��`�`°4 �"' � �o �, ,� .r�, . �. ���'�����✓'�� V! �er; �., � � � ' r t.,"'�F., � � `�'~ ��,�,'��,C� ��,`'�' d.dFf d�. �y` � t ' �3*«i 8-�f��`+�'a `�',.�'"i- d � �i � -'-�a �.f�a+r� ```�a°�. ��' ���� 7 AL.L.SK.�IJ14NCfI0Fi�Y8'TEM3 {.� 0+00 � � 4 — To��Z-�����►. � PUMP VAULT PROFILE HORIZ•� ,- a 2a• . � Z � � . . �RT: ,• � ,o• WALL ��-. MSE V111NG WALL WALL �5: �ETAINING �IALL w Z � , �.__�______ , _�__�_____.__;_____ __��.______�..__.._.___..Y..�_�___ _. SOUTHEAST A6UTMENT NORTHWEST OF BRIDGE � Y — 3.5' OPENING IN GUARDRAL , , ; � , � v�u.T uo� �ss ! , � SCALE: SCALE: Q � .ro�o�c,���T ' ' ; ws�� � �'� c�-�+ 1 HORtZ; 1" = 10' HORI2: Y = 10' � C W � �..� C � O rop oa w�u. (row� ,w� i a,�a� w/wooa aosrs VERT: 1 = 10 VERT: 1" = 10' N.T.S. � , � � , roP e�►ac oF ame (�ec) 4 o a'-3 0.C. (DETAIL P SFfET 5) ; W � FLOMUNE OF ' ? 1 } , � �'� ' ' � � � �,� � � - A � C 3[GN PLACEMENT > p Q I— sioo __�__ �� _� T _ , --��=-s-c�=��------------�--- -- � a oarnNC c� � �s� o�Nr. sr�s> � �T F� oF w�u. � , � � _____- - -_-__ __._._._; 81�0 -__ __._.___ .�_____..._____,._ .___�_ _- ------_____.� , �,1•� Z __ : ; � � � B,� � �� ; , � PROPOSED MSE FlLL WALL= . P U M P VAU LT ELE V�Ti�iV �,�: � � � `�- �``` � ; DCPOSED AREA � 64SF � PROPOSED FlNISHED � HORIZ: 1" = 10' � �"''"� "'� ? -.. �� - — —���; ' ' ' - , , — �'y}��� i i ; --- �� ----- '----- - -, , ° . .�Y _--�, �GRADE AT TOP OF WALL EX OSED DAREA� 9� ` , vERT: ,� ,o• � Z Z 8090 .---___.�_ _ _._._.._,_��.�.. ; ii _.._.._._._.._...._ ;._..__-----__.__._ _ _`__.4yr �,_�. __ �,_. � f ( � 3 5' WIDE OPENING INSTALL GUARDRNL TERMINAL � � ` VAULT ACCESS � � � _� Y,,:``� j �,� �°`" � IN GUARDRAIL END SECTION (FLARED) �IST 30 LF OF ORE—lEN /y ! -__..�_______ .---, 8100 8100 �----.-----____�_....��___�___ ___ � .�.___�_�_=.� � {.L— �I uoo� (r�.) , I� .�"� -- �_ �_ ___ ; _ _ s� oETa� o s►a� 5 W RAIL W/ Posn Q � � `'�.___�_,;,.r,, , STE0. CORE 7EN WARDRAII � � q�,,,._�.._„�j,.rF.._„_,a.,..T ._._- _��.. .. O 6'-3' O.C. (DETAIL P SHEET 5) )OMAlE FOOlER ' I� �I cu ���rr� ..�``� ;PROPOSED FlNISHED � _x.�,.,�_>>_ _; _....____= __ _ � aosTS s•-s' oN-cErira�. ExPOSEO aoRnoN oF O (SEE DETAIL SHEET 5) PROPOSED FlNISHED PROPOSED PUMP VAULT ' ; . � � � GRADE OF CURB AND FINISH TO BE TEXTURED TOP BACK OF CURB (76C) � GRADE AT BOTTOM - � (t�: srnuciuwa.) � � I I I I ' (I I MATCH WALL TO � . ,pF wALL � EXISTiNG PROPOSED FlNISHED GUTfER ROWLINE (TYPICAL) TO NATCH EXISTING a� roP oF wa.i (TOw) � Z Q END RETAINING WALL �I I� �� ��,� ; BRIDGE ABUT�tENT r ' � GRApE GRADE AT BOTTOM , WW7P/PROPSED BRIpGE ' • ' � SO80 .�.__�._._._._.�._--S7A�k4Z30 .__._°��— ��— — — — j — —}�_�_ J � _,_.PUlO�M�tAKINS�-.___._._.�_�.�._.w.__ � i , , ^-'—r — ; (SEE PUW VlEi� r D(ISTING OF WALL � 6.e.� ` � , �E-ene.o' i ; GRADE � DATU,i� ELEV DATU.i! ELEV ` - ' ° ""'�` ---.. � � /y O � �' � ' 8090 OD 8090.00 ' " � —`^ L.L - DA7'l/M ELEV � i � ro � �n "' �' - -_ - ` � _ I . , _r _ - . � . �' EL� soso o' � ` BD�S.00 � A � � , , � ' ' , r � ' , . _ . �- TOP OF VAULT N p op� � Cp� � O PROPOSED VAULT . - �a�D �a�—D rn a0 O� LADDER � �J ; ,- , - ' _ ' . -� i �- � M N d� �t - p � � Y p � tl �_.�a�_. . ` � ' � � , , ..' , , , _ ' - , - "a'--- � � cv o0 3 ao 3 ao �0 3 _ - - ; . . . � ,. , � � � ,r _ � a �E�L 8084 5' 1 � 0�0 0�0 a�0 42'x 42' LWVERED J w � � � � � � � � � � . � . . � � � � � � � � FIN`✓ ISHED GRADE LANDSCAPING 0+20.19 0+00 0+00 0+42,13 ExHAUST � � � 60'x 60' LWVEREO b � EXHAUSr LouvEFtED > Q INTAKE , 0+00 0+50 1+00 1+44.61 .����� ��� ������� SEE BROWN AN� CALOWtELL PUMP VAULT PLANS � ��:� �, .� �. . .�� � Y�•�a`�1�^ "�a}=-PF� �°T�� 'Yx��a����'�_ "' .. .� _. �i.4� �.y+��/� WALL #2: SN O WCAT P ATH FI LL WALL P R OFI LE ; �� P U M P VAU LT SECTI ON A—A S�A�: �� ����.��������,.��� s�. ����.�.�� � �����. H�RQ: �r = 1�� � �"` �' `�` � �; VERT: 1" = 10' ��k=�4�'�.�.���� m � � -�' �z� � ,...� �.. � .._..�,.. ;-- - - - --�----- - ----- ----,--. � � � ' � � ��`-� � � � s�oo �-----�-----___-__.._ __.._ -- - — - - - -�-� a�oo "� z � t ` PROP06ED - , , .� p � � � CONCRElE , , �� U � PR�OSED PAVING EXPOSED FACE OF .__._._._._._______.�.a _ _.�._._ _m__._...__ _._._._._._...______ � ..M..�__.� ______ __.__ _.� ___ _ ., �� � ; ��..u.�.��..��..>�e�>.x�.,,,�,,,�..,�..,.a � a I- ---�-___.-IPETAKE--�-__.. _ PROPOSED MS'E FlLL WALL � , STRUCTURE , � � EXPOSED AREA � 220 SF , DOST. GROUND ! TOP EIEV � 79 0 PROP0.SED '� � � (KEYSTONE BLOdC FAdNG) � �a � ___ _ _ (F1ELD VERIFlED) _ _ t NISHED GRADE�''`�� » Proposed Concrete � � � � �a Intake Structure � , } � , 6 Nominal Rip-Rap �----- � U O � �--�- � ---� 8120 ' � pR�p� : ,� , Embedded in Conuete � ' � � � � ' ` � �. ""`�~,� ��,.�:. --- FlNISHED GRADE � �`� -� I � � � � N � � N ' � �'� i �`' PROPOSED ; WS Normat)=76.0' � ' � o z g ' � f � � ��- ------ VYS�Q'lQ0�8'1.7 ------- ...— --- _ ' 6 > ; �' PUMP VAULT �— 51ide Gate � � � N j w � $ � , MATCH WALL TO � ----- --- _---.-- ------ _ _-. .._._ � _ � ''�`� .�_ w �__ a _ ' 8' Minimum Thickness � � � � Q ; � soso ------�---.- -.-� �'� _--___ + � � BRIDGE `" ; �f'F�-79:0'- �'� Class B Concrete � � PROPOSm ________v_�..____._____ ______...__.�___._.a ABUTMENT � ., , �, �. , �, p�-� �.�• � '„- - �{. FlNISH GRADE � � (SEE PLAN VIEVI� � �`°�„ _ W5 (NORWIAL� 76.0 ; '' �'��=��Y4 •-��� 3' I � Existing Ground � � � F, � � ._., ....... ...� �"`e>�a�.�x7ww...wm-s_ �.e R.�� .. ..��_-.-te"r— ._.�.�.� _ �" mk N I Q 0 W1 ' ,,..�.,�,,.,�...,.w. i��. w ! ` � '.�,.�.,, ��'° ��. �,-., t' �- � � �iJ N N (rJ •�� _ T_ ' . .eY �.- . .� ,. � � ..._.. . � M ; t...ER. YI -9'�� e�`•3*:����a•$ � Q \ W W �""`'�.� `�' , � GROUTED 60UL�ERS 23.61 LF 2 36 QD. STEEL RAW �" k���'s � � " � o�'� �L � � p � o _ � . � � `_�`r '�� � � ��o --- - --- ------ 24'--NOMIt�Flh�:RIP-R�1P --- � #�-��INTAIEE�S-1N�/�69.3' ---- -- � ��0 3-4' Diometer Boulders Y3 "��� ����� i i �i a _ _.._._______ _.,. .....�__ - ._...�.� 8100 � FF=67.5 � Key Boulders Into ���_���'�' ' � � � o 0 �' �� _._�_.�..�.._r_�._..�___._.._,w____._._..�.._ _ _._.________ __...,_.� - - -.w._____ ...._._.____ ._.,.�_ ..�___ ! Native Substrote. v w, ' FF�65 0' � �',�, ,° i � � � � � � .''�,h � � PROPOSED t L_- ��� z � ; � I c�5 EXISIING ; ���. i �� n,���sv WET WELL W ��E q � 1 �� �� 3-4' Dicmeter � p �saso Boutder Wingwall � __���.._..��..s.���..��v f R y4 � O o �y����µ�^ ���� � SEC110N AT INTAKE 60X �A � � Y N � BOTTOM OF E�CPOSED ,� � � � Q � FACE OF PR�OSED � �� �►� �+� SECTION EAST OF INTAKE 60X � Y �; � � MSE FlLL WALL/PROPOSED � � � ' � FlNISH' GRADE � N.T.S. � U U m v �.c� n � �` SEE BROWN & CALDWELL PLANS FOR VAULT STRUCTURAL � �p .�' � � � 00 � Y ; DATU�f F.LE'V � SEF TORRENT ENGINEERING PLANS FOR VAULT MECHANICAL 8 Rlr—RAP DETAIL C BOULDER WINGWALL DETAIL � o p � W O ,� Z Z Y Z B � � U w ' � 80B0.00 � � N N tA � u.� � ,��' � � LiJ 1— tn �m,�'»rkx��'�k�x�q�.� w�,s"�SS�-�+,s+�°=�a�"'�_�,.�`�a+ar.m�""_ .�r�. s+C°����`�`�,�3� �'•��''� -�a,a��''(�, . � ��,� ,a.��, ,r,._ ,,,.��a� �ia�.sa�,�-,. ,:��e�'s;.��,w,1%'` (n Q Q7 F— O O 00 � � �4o-�«�" �s '� a�-�''�F" e� a.. � ^¢ ��:�-'>`�,��`�'�������+�'r' �a��- � ,�.�, �=� �� � �°: � W 0..' 2 Q � �.4�" ��oe�� - �,a-emFp�',�r3'��TM�.�,�..�"�"`�y.ge;'bYw�Yya��• aYk'�`�rr� m���"','.- ��s+�+T„-cv��r'�;;ae� 'g �S�,�"'�aC°s'"'�.�`���w ���y� �.v� Z t A t n � �_ _.��'' x-�u��c a s. � �- a.�;�. � � � �: � � � �����°_ � � � U 7 � � 00 a0 0�0 , ��'� > � t m � 0+50 0+00 m � � � �� SH EET � HoRiz: �~ = z�• � '4' NERT: 1" = 10' � , , � � U " ' IIIIII�IIIIIIIIIIIIIIIIIII� m ►� Z M M Oip m � � •�Q az �a� ��� ��� � ��� , � � � ZO M � �������� ���)z m3� . � (IIII r^ N h III V OW Of HOLY CROSS ENERGY CON8TRUCTION HOTES ��IIW W . A. TRENCH AND CONDUIT ' 1. The developer or contractor will contact Holy Cross Energy before conduit and vault installation begins to schedule a pre-construction meeting with the project Inspector. 2. Changes in power facility construction from that shown on the project plans will not � , be make without prior approval from the Inspector. 3. Holy Cross Energy material shall not be moved from the project to which it was assigned �' f �,/ �,,, to complete another pro ject without prior approval from the inspector and the completion of '`� -j necessary paperwork. Holy Cross Energy material will not be used to install other utilities. \ � � p � � 4. All roads will be built to subgrade and atl drainages will be constructed to grade before any p j � p ° % vaults or conduits are installed. � `� �' a ° � LIONSHEAD r/� 5. All trenches will be excavated deep enough to ensure the top of installed power facilities will � °°.-° V, � be 48" below final grade. Special care must be taken to insure that the top of conduits will be aC�° 48" below the bottom of drainage ditches and all other low areas. ° ,,-` ' °° � � q,. 'y ,> ; r,�,.�'' � 6. Trenches will be as straight as possible between vaults and shall hove a smooth bottom free � '',�-%�� � / � /� J � of rocks. The trench bottom will be graded so that the conduit is continuously in contact with _ . IN A� Ii 7 the trench bottom in the entire span prior to covering. A minimum of 4" of soil will be placed ,1- � l � over any rocks left on the trench bottom prior to conduit installation. Any soil placed in the trench �/ t r ,� A�; ' � to cover rocks or smooth out low places wil) be compacted prior to conduit installation and the i� _ � / �/ � �/� � trench bottom regarded. SCALE' 1 - �00 0 � 1 ,�"�` '` / f EMPL E � VJ , J� r P ING � � �. , 7. Power facilities to be placed parallel to deeper utilities will have a horizontal separation from the o- � � �°�'� ,;��, ""� ,o� �PS p ���J�:,� � _,� � d deeper utility greater than the depth of such utility below final grade less four feet. � '�_.----'' , ,...-� �- When crossing a deeper utility is unavoidable, the crossing will be made as close to perpendicular as possible. � '�� g o 1,�, ' ���� _��_ -:�"f � ,J �;, � ; %�{,�° - � � k�' ° ` i _��� - .. i' �;� �:�-'"'l - �%% � i G ,, � `��, ^�. , \ � �-- .�i'''�� _",:�=--,�- '� �� • ' f �10 - ��----�'a _' 8. Power line conduits will be installed with a minimum separation of 12 from all other new or existing �`` p o �' " �, `--�-�`� �,��==������ � � i underground utility lines. Wherever possible, this separation will be horizontal. The power line separation ,� � �' ��=� W /� � , from plastic gas lines will be greater than this minimum wherever practicable. Power line conduit will be Q, ° '� ,�' �� �.��, � �� ERW&SD - �'�'� W ,^ located deeper in the treneh than the facilities of all other utilities unless the Inspector grants a waiver o � ,,�-'/ � � � ,,. •, .�' ;��«, 0: �-�' .�---: , prior to the start of construction. � ,..�, ' GE R� `�"'� ��,. � ° �'AF -f--.-"'��'"�'�� W u, , - � �,� � - s�- .� �- o ,1 J�� ' a� ��,�;�;;y�v�.�_�;"'-- �,;a:'`-'` - T ! ,.' ..-a,_ - ,��'"-` - .�,�-,� / � ■ ,d�� _-:'f��-.- '�rr�"` -,/'" � �' - f + O 9. Backfill and compaction will be performed as required by the governmental entity or other party � L ,r - �,�;-�',�.. _�„Y,,,'-, �� - ,-- having jurisdiction ,� ,-�� ���` '� -��=F ��ORE ' _x-� _�--__ ���,�- � �' ;y�--y..���, F ,,,l.;r,r.- �.-��:�-._--�,,,����_.�-___,=.��-�` - � � N �,,; ,�-= xt _ .� __ m:� �.��� . ___--��--_� �- � J � ���_�� -� `�--.�;_ _�°_ r%- . %--- --------,-= .s:k4.�,;;,«���T�.*-,��.. .-. .,.� 10. Conduit bell ends will not be allowed in the vaults. Conduit shall be driven com letel into the bell � --' -�� ���,'��{ � =�-�_ `��-��"'` j� � � �---�='�`=�_���°�4�"�="==�---� -�. ��`� /y P Y . �...,. ., Sfi, ,�=��w:�;_��__ - - -r%==-� _ ._.- -.��-�-,:_--�=.-��.-�=-=�Y��;;�--__- � ::�� .�== - '� '-=�y,�-"��,,::�"'�°�i..-�.;�,u�.�=��=�•!: ��r�-_-_-^�-�- =��:�- --��`.--- � end when luin 'oints. Hol Cross Ener will su I factor cou lers, 90', 45', and 221 2 elbows as �- ;-�= � ,�,������ ��- ,�-/ -�� - _�l�--�;---��;��-�--�-._., � LL 9 9 J Y 9 Y P P Y Y P � ,,�---:-...� -"�'``._.�. •;,,.-�- ���' ==-�. _� � �f-!��:.�'�f,______ ------- ,.� �'"` _�- ,,,- y ,,e�,y�� w�=�; s�-`-��- , _ =���''_,"`�yl `,___=.---_ • .��,� y - .•,;i`x'.�=�.._. '^z;���=A'�;'_;�_.�... ,!y�;.Y���-- ' ",r,-_, � - � „/��✓ �r„ yv,f,,r�+.nR.,--�:._�� U-xr,Y i' - - - / / �__::_�r:=.--- -��`..�:=,:."'_�.'�^�.�._�r--�./'"-_„�\ needed for the 'ob. Non factor bends and heated bends will not be alfowed. No more than two 90 ,-r. -„ k, - - ���s���„�, ;��t���=--��_�:�:,��.., =�c-, _�i . _ __��.,�-- _� J Y ,,- ,f� �,� ..,,�. ��,,,��,�,��v�M�:?v�=� _:a�r�.-- - ��-!-�,7!�`'�f ==- ��.��--�: _.:..v.� O � ;%� � ,.,r.r�. � -.�_==�-=� �;'S - ���,���'������ _-�-�'s'�\� _._----------.. - � ^'�r�� - �,:,-.�r--- _ _»� - -` - ��-'�--- r-- �`-� /'�'-�' '�� - �P'"�€s�;..rk"3��`^. -7�-�=*�==rx*�"M�:e:a ,:.'�'�'''T�rt _ _�%`� _-=-_-"__._ �_ �:�u;=-a'-��`'� elbows will be allowed in a conduit run of 500 feet. The conduit shall run straight between factory bends. �. �.-� .�. �--' �;,� .,{n,���;,%-�-- _��� _ _ ��:��� � _ ���,,,;�_--,T`��=�._ ______-__�--n� � _� r' .-���i±��f�;�-��.,�..-%'�_-^-- - ��.���._-- ;._-==--�-�''Y�� - .�-----__--�....--�_--'-==_�. �_���"���.._,_,. � � '�-''- '�� --%--- - --�---- Z 1 - �'' .� ,:��.,-_ / !.�9,e- <; f4�,��'-��.���` _ - ' --�.�s.�=�=-� i^.�,_,____•..--- .�. .1`�`'`'�'-���- Allowed bends mu t be fur er than 5 from a va It. n c nn t .- � .►---� ./�� � ���r.�;��:�' ��...:--.>- - _---=-=° --- _ _:�r�=�_ -- -�;_�,:=._--�---=��-=-� � s th u Be ds a o be cut to make a lesser bend. Bells /. %� ,,�--' _ ��-n,x,,����� �.-%_-- --��=-��-=�-�-_.�_i_����-�-- ------�--�- ��- °=v-°=v.:�-���_ ' � -/�� '/,r '�/,.�w,��f-��,-'� r _.,,..- _ �- ��.m' `�-�-�--=-�-.-'_' wilt not be cut off conduit sticks to use as cou lers. Hol Cross Ener elbows and i e will be used onl � / �-� ��'`'� � -' �' �y���-. �-1%�--���� ===-=-~ �-====---�1� _`'�� `'�_��'`_�---� � � for the ower facilit installation. p y 9Y p p y � - �f _ � � �.� � �� � i � ;� '�f,i�,�',u,,q�..���.,i- _� ..-�S.E.==.�.�- ,,� _`-��--==�- O � � �,�'� ;���,�.'�t*�r,����/"'� ��_ -----""' ...,,__._" P Y } ,' ,,,. --- _ __._...,--��, ;j l,,-�;�� �.°;�,��/ ��� ° r� %� ,- - �};5,�:,-t�,r,`:,.�;f� „---�,•� �,,.._.--..,.-� ' ` LJ ,�.' i,/ ' f �'�s _..-•'�_. ^'' .er"'" � ,,_...." � � �'>����'. � % �',�>.,, �' i V ,c _ r ��,, 4;�„% r�- -_______.._.._.-"�--._ ��,._ -�v d.�}! 4`•�S„�y�/. "/� � 11. Conduit shall be bedded with at least 12" of rock-free soil or sand prior to backfill. Large ocks shall '` ��� ��� _..-�-- "�'�� - '���'`'��"���'� � �� _ � .��,,� /`=- ,.��- r�-�-�-=� -�1',= � � ,�.f,��;�� ,�., ��� � �, r %:�� ;" ./- ,;.��ryr�,�./% `, , not be pushed in directly on top of this 12 bedding. Care must be taken to avoid damage to conduits � , � ,�'=;�� r�r`;.�-_�'`�` ��r��c�'�,.;�y;��`%`��./�'~ � during back�ll and compaction. ,r ,���,� .s,��'� ���� ';�:��;��'����� � ����, �" � .� �,�,Y �,. �fi��°� .�-a....�.✓��'' � PROJECT � �- ,r� �`; ,�:;��`�.v�,'�r,� O :%� j ,. , ;�-����° �,' -' LOCATION ° 12. Holy Cross Energy must inspect alf conduit installation before the conduit is bedded and again after ��� { ���, ,,�x��,v� �,,�,��` ,w_���....__.,_�_ a its bedded, but prior to backfill. -` /� ,���,-� ' ,� �`'�'" �� � � � ;�;�s ' m� l�r���". �;��� � � 13. Individual conduits shall enter each vault at a consistent location. There is to be no crossing of ,ff� /� Y� �° L conduits in the trench. %�- ,-�� �' �� �"�� 1�' / � � � �� } � � � � � V/ 14. Both ends of the conduit run shall be securely plugged at the time of installation with Holy Cross � / f ;'�` , ;,� '� j . ° �� VICINITY MAP � Energy supplied material. Conduit ending outside a vault shall be marked with a 4"x4" post or other r • •� .• t� ��f.� ;i � .�°�`%� approved method. � %� � � 15. Red trench marking tape will be supplied by Holy Cross Energy and shall be installed 18" to 24" � O above the conduit during backfill. CQNSULTANT CONTACTS > �'- 16. At completion of the job, the inspector will do a final inspection. If the job daes not meet with GENERAL,NOTES SHALLOW UTILITY NOTES Holy Cross Energy'S specifications Or the approval of inspector, service wlll not be provided until �, The Contractor shall conform to all Town of Vail rules, regulations and stipulations while 1. All 90' Bends in conduit shall have a minimum of a 3' radius. All 90bends in Fiber Optic SpecifiCations are met. occessing through or working in the Town. conduit shall have a minimum of a 8' radius. A. Vail Resorts (pwner) / Bill Kennedy (970) 845-2564 >' U U B. Golder Associates (Geotechnical) / Frank Harrison (303) 980-0540 °° � � 2. Alpine Engineering Inc.. Town of Vail Engineering and the Owner's representative are to be 2. All trenches shalt be back filled and compacted to 95� standard proctor soil free of topsod, C. AI ine En ineerin InC. Gar Brooks 970 926-3373 B. VAULTS notified by the Contractor at least 48 hours prior to any construction organic material, frozen material and all non-stnactural unsuitable material. P 9 9 � Y � � D. Town of Vail Public Works / Greg Hall (970) 479-2158 3. Alpine Engineering, Inc., assumes no responsibility for utility locations. It is the 3. When four (4) or more conduits are required in the same trench, Contractor to provide 1. VaUItS shall be installed as followS: Contractor's responsibility to �eld verify the location of all utilities prior to commencement of minimum 6" separation betwee� CAN / Telephone conduits and Electric conduits. Refer to � any construction. detail sheet. m A. Splice vaults shall be installed with the top of the lid slightly above final grade of the surrounding area. � 4. The Contractor shall take all appropriate precautions to significantly reduce any potential 4. Select fill denotes native material with no rocks larger than 2" in diameter and approved by H pollution caused by his activities, including vehicle fueling, storage of fertilizers or chemicals. etc. the Engineer. If no select fill exists on site Contractor to use 3/4° road base. uTILITY COiVT���� � B. SpIICe vC]ults located In roads O� oth8t' SIOPed areas Will be installed so that the concrete base and The Contractor shall have identified procedures for handling potential pollutants and have Q (ld are at the 51ope Of the surrounding a�ea. VaU{ts placed i� roads Will not be located ifl areas normally identified spill prevention and response procedures prior to any activities 5. Provide 2' of select back fill above conduits and lay warning tape as required by the Utility � traversed by vehicle wheels. The inspector must approve all vaults installed at a slope. companies. A. Water & Sewer System (Eagle River Water & Sanitation District) � `- 5. The Contractor shall minimize atl off site sod tracking. All soil tracked off site shall be � ° C. Transformer vaults and switchgear vaults will be installed with the bottom of the lid at final grade. immediately cleaned up to tne satisfaction of cDOT, the Owner and the Town ot vai�. . . Fred Haslee / (970) 476-7480 � 6. Provide t0 clear area for electric transformer doors and 5 back and sides. The lid will be level. u, B. Electric (Holy Cross Energy, Inc.) / Jeff Vroom (970) 947-5425 0 6. All excavating for roadway, retaining walls and drainage facilities and other trenches shall cn o meet OSHA requirements. 7. It is the Contractors responsibility to coordinate construction with all Shallow Utility z N D. Where transformer and switchgear vaults are set into hillsides or sloped cuts, the downhill side of Companies and to have a�� work done by the Controctor approved and accepted by each C. Telephone (Qwest) / Scott Carrington (970) 468-6860 0 � respective Shallow Utd�ty Company. � N the vault will be graded according to C above. The slope behind the vault will be laid back sufficiently 7. The Owner s representative will designate staging areas. D. Gas (Excel Energy) / Jim 0'neil (970) 262-4003 W "' to rohibit soil or rocks from slou hin into the vault. If the slo e cannot be laid back far enou h, a P 9 9 P g 8. The Contractor shall conform to all conditions in the CDOT Access Permit, Construction 8. The Contractor shall instQfl all conduits, vaults, pads, pull boxes and pull strings. The gas � � retaining wall shall be constructed behind the vault at the direction of the Inspector. �ines, transformers, switch qears and o�� other to be installed by the respective Utility Company. E. CATV (Comcast) / Jose Ramos (970) 949-1224 � Dewatering Permit, and Storm Water Discharge Permit. w E. VaUlt lids will be laced on the vaults at tFte time of installation unlesS otherwise re uested b 9. The Contractor shaft kee a set of contract drawin s marked u to full indicate asbuilt 9• me Contractor shall install conduits for the electric line as shown on the plans. Also conduits F. Snowmaking (VAl)/ Dave Tucholke (970) 479-4027 � P q y P 9 P y for phone and conduits for cable N os shown on the plans. p Holy Cross Energy. wo��kitions. The drawings shall be provided to Alpine Engineering, Inc. upon completion of this � 10. All work shall comply to the indrviduaf Shallow Utility Companies rules and regulations. Q UF. Large vault pieces shall be jOinted Wlth a tar tyPe sealant provided by Holy Cross Energy, with the �0. Safety is the responsibility of the Contractor. The Engineer is not responsible for safety in, �1. The Contractor shall verify location and elevation of all existing utilities, culverts, and � � exception of the vault lid, at the direction of the Inspector. on or about Project Site, nor for comptiance by the appropriate party with any regulations underdrains prior to construction. ` N0. DATE REVISIONS BY p relating thereto. � 2. Holes knocked in vaults for conduit installation shall be a5 small as possible and sholl b� grouted 12. The Contractor shall repair and / or replace existing underdrains disturbed by construction p Of foamed CIOSed Ot1 the OutSide of the vault prior t0 backfill. 11. Observations of the work in progress and on-site v�sits are not to be construed as a to the satisfaction of the Engineer. Z W guarantee or warranty by the Engineer of the Contractor s contractual obligations. � 3. Conduit Shalf enter v(]ults perpendicular to the vault w(711, a� least 2�� from any ad jacent WC111S and 12. If any groundwater is encountered the Contractor shall contact Alpine Engineering, Inc., and � at least 2 " above the vault base. There shall be a minimum separation of 1" between conduits. the project geotechnical engineer immediately. a See vault drawings. �3. The contractor shall place, construct and install all signage and roadway striping in Y p V conformance with the USDOT Manual on Uniform Traffic Control Devices, CDOT specifications and , ���€;��/�� ���s «» Q � �� the Town of Vail Roadway Design Specifications. ���/� Q� ���L�, '" ' 1 �'��o Y � � Z 4. Conduit will extend 4 into the vault (measured from the inside wall of the vault) after backfilling DE�'���� REVIE� ' ? �� ��a1�. c� c.� m N `� � iS complete. 14. The Contractor shall maintain traffic at all times to the satisfaction of CDOT. the Ow�er - . ..tfi_` � � � � O � and the Town of Vail. The Controctor shall minimize traffic disruptions and provide adequate � � ' ' ���P�DUA� � F ��� ��.-: �-�ai��� � 5. Ground rods in vaults for underground cable installation shall be laid in the trench with the conduits. safety precautions and signage to ensure public safety. ��Zt1y��rµ y ` yi ����1�� ���y����+������� o 0 0 > The end of the rod shall extend a raximatel 6 into the vault throu h the conduit knockout. The rod / z z Y W pp y 9 15. The Contractor shall protect and preserve all trees, bushes, shrubs, and ground cover m a ���t ��f� Q,r' � � U Z w � will have a 45' bend located approximately 3 from the vault end, with the bend going away from the manner acceptable to The Owner. °"�'�-"y � Q ,,, m i-- � f f� �;�►�W. . � .�.� r? w � = p �C N �, conduits. The bent end of the rod must be far enough from the vault wall to allow crimping the grounding ��H��'•-�--_�� -- _ `��` �� pS ��s SHEET INDEX ° ° � � o � conductor onto the rod. The rod must be at least 2 from the conduit at its entrance into the vault. 16. The Contractor shall attend a mandatory pre-construction meeting with the Owner and - --�-----�... g ^ Alpine Engineering, lnc., prior to the start of construction. ����jq�+�,��� � , See vault drawings. • � 17. The Contractor shall maintain existing drainage channels, culverts, and appurtenances during COVER SHEET SHEET C001 � 6. After the vault has been set, pipes extended in and grouted or foamed, and the ground rod is in place, construction as necessary to protect roads and property. � vaults shall be swept out removing all dirt or rocks. Cleanup shall be completed to the satisfaction of the SNOWCAT TRAIL PLAN AND PROFILE SHEET C002 W inspector prior to cable installation being scheduled. WALL PROFILES AND DETAILS SHEET SHEET C003 � 7. Vault openings shall be securely covered with weighted boards or like material to protect the public and wildlife. PRELIMINARY PL.AN �oo� � M AY 2005 ER0510N AND SEDIMENT CONTROL SHEET C004 0 8. Pedestals for other utilities shall not be located closer than 10' to a vau{t on sides where transformers NOT FOR CONSTRUC'i70N 0 or switchgear will have access doors. Pedestals shall not be located closer than 5' to a vault on sides where � the pad-mounted equipment wifl not have access doors. r ,., , �"n� �' � i} y �r� yir'r� ��.� �°�'^�`����S �� 1° '�■� •+�.r ���.,� ��i. ■ \ �0.' µi��'3�,.���' sM°''� �� y'� +�.�`�'� .....���.. '�a�an�� � �'�..� 1'. �'� 1=,�� � n � �•e,,,,-� wS Mi`�'���!� u� r� ,�� --'�i�������T ���-M►`�°o+ � � � U O� �� '�k, m y'ro ■• �l■ A ■ �������������������������� M � rt`..'.r-.Yty s,!ir"d`�i?,,.:.`r' ■ � ,,,`�y / � XO p ,�,,. .�'- a' '>� ;M _/A� -_ r --.'_'�- ``` / ■��+��■ ■�■ � mN M � ����4,���s�;p,. 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THtS PLAN REPRESENTS THE NAV$8 DATUM USED BY VAIL i Q � / i �.----� ,,;;�,� '�'-- ��/� / ,s,w_. �. ���,� �� _.._ _. � �' _,.-�-a,"' � ���, ��__... .,,_.�� ,.._������ r,,i ��/��.-,.� ,,,•���' -' ` ----~--�- = „-, � �:='" ..�,'',•'���`,,... - -�-� ,,:�;� '" .---�Y �---'-",_,,.- - `�;`%',�_.. .--�,,.�°'�-�'�-'' .--;"� ASSOCfATES FOR THE L►ONSHEAD REDEVELOPMENT. � � ;,.,5,. '/ / I��.�'�-�'�` ��':;'� ",;,'""�-�..``Y �.� f �:=��f,/ �--- .-,-f"""•..�` ,� 'r„a� �-^`�� .�„r..:,��/r �,,r.-- J� ,�. ���`��,,,�,...�. �,i J,r��,/ „�- ;,�/ / // I r-�.._ "� �"��`"'--... � / t�,,.'�;f 1 �r / .r _ .4 .^..---- '^� .r.-"^'-"' .�.--^" -" � ,�' ° � � �'' � � - ��° �'°"�y� � �� ''� �'' ' �"'"' ��"r`�--" ----' � '-��` 2. RETAINING WALL PROFILES SHOWN WERE BASED ON A FIELD .'" „' �- `� �/ ��/,. O '�,:�.. p � ��- � � � �� ��� �� � � �� � � � ''' �+?; i' a.;� ..� � f / = r-- / tc�fj� �,✓ � f.�...,� �.....�-_„_„� ./� / A ` . �F'; - : � �l / �f � .i" r:'r"�',"''r' � "'�" r I i i =,,fi=' --- .- `-er3� -- �. _,,.r-� � �'l ,� � r � .� � �.- ;y;.....- - ,.- TOPOGRAPHIC MAP PROVIDED BY PEAK LAND CONSULTANTS. M � �'"=''`.,�'� ,� �- ..,._ .,.� t �,_._. / .� / O ::~„:....' " S GT'�$�IYlD� _,.� .�-�,��,..�'-�=a:�-! ,,.�" ,,,,-' -..._ ---• r ,,.-�' e-'��'..� .�„�,� �,,, - � , - � 1� .� ..�-�---' :.---;�� �,���:"`� ACTUAL GROUND PROFILES NEED TO BE PREPARED AND THE WALL W i � - �,f,�;.�;� -� ,,� � --- =„„w. � `�'�"��,,.--"�--'.-- -�r,�=t,.:�'�' �' f'� -�' --"' -�- `'� � `� .-'' /'/%�/ !�'i ,,,�, -� ��°"`T --'�' G�-8N6WCAT- ----'�-_-"�'--�_:...' - _'`� PLANS SHALL BE MODIFIED AS REQUIRED PRIOR TO CONSTRUCTION. �:E .•- .� ,r ��,�" ''� .,' .,'° �-'' `� � `� ``°'��' �'°'//�-''�-� _ `-`� ,""'.� "'�„ /'.� �, _... .►".d .gCGE �RO ►1�`�D�,,._ -� � •,'�''_ _---, ..._- YJ � ,.- ..•� �� _,_, �� ._.- � �: � ,:..-.. / -� r ,r--^' t .,a �„/ �' � -,..�:- .►- ti'' .:-':�- ./' ,� �,,�, ! \ ���,�4x,",,,A .� / / � / a""�° -� ,e" ,�.�... �- ,�" ••%`•, �, -- �'`����'�'�� `'� ' "`��=- -"°� �' ' --����� ��" �• `' �"" "' � � '` '� - '�- -�'- "� ' '`� '� �- ` 3. THE EXISTING TOPOGRAPHY SHOWN WAS CREATED BY AND Q .�, �- '- �,:_ r-_.et�- _..-,;:ia..y- �,/ �,r �;;J� i=:fi�,T L�:� � � -_...._.,.... ,� ,� „S�, :'='~'-�-a�� _ � t--� �- �''`1gQ,, I /-- �...r- - a.► ;�-� ;�i1✓ -;�=-'�' ���,.;,. ��i�,_ �-��. .i - � '��^i°,° ,,� � / � . . - _....-•-- --- '' --a _�`�'% _ - _ _ O ,��"'/'r'��1.� � sf;�✓�`�' � Y_...-� .i�',�' �''/ �'� �..`~` `\ \v`�- -o.�.�.�••--�°„ �//`f/ ,�9' / "t`.�° .�"f�re'••,�✓'�:, ��� �.�„,/- - -^' I ..�-"'.� �`'//� '1�`-'^ `�...r � � / � OBTAINED FROM PEAK LAND CONSULTANTS. J O / "� I ,:+"�.' /i=�' 4 -^ / 'A - -- s '� / `° ..- p�r'/�"''��,."�r" �_,,,� �.... -�� 'I' ` ` � •�,� .���...� r - - � ���. � /� �- � �a`"�.- � � �'�f �` � �/ ` ..,�±' „�2 � '� �."' _../'� � .+� � .� +� �/ I� � �%�f Pti�'`✓ r��,��"�.-'"��-�----- `� '/ 814 �"�' � A / �!' �''� ��' '�...�.,,,�o.,/' •� -� / / I .,� ....- :- ��,� --......�� � `�e � ,. �,� � ��� �� �. _ � _�.__� -'� �, �.- ~- 4. REFER TO GOLDER DETA(LED WALL PLANS FOR ALL WALL U Q, N i"'r- e- �,,;r --- �, �,. ... �✓ .,.-. •.. -r � * ,., 'y _s .e .s r r- �_..- ;;;y�' ' .✓ ! �1. �..�°'° ..�^ .d ,. _ ,..., .-'^ ./ � , . �.�- .,•�''=,.:�;�- ..- �:.�--'',...; --��_....�^.�,--=�--" .-�, '~°,� � '`�..�-- .--�-- ,r r s».�: ,, , _�, ,� -_ y� ` ._._ ._^_ �_,,.-.- �.. �,g17 .� ,,. ,,.._ _ CONSTRUCTION. � ,ti'y#,t � �r�,.i,'��,.. � 1 ..�^ �,- .•_•_ _:��- --� r.. �"�.� `� .�-r'" r'r� / ` / ,';���- �.rr,� -° ,•�' �,�,1- � ..,,,•.-� I �, �r �.i /�:;�r��'/� ��;,,r-J, �� ,�'� --� ..-, ••- �5,. -� •� � �'.. �,..r° _•--"'� y, ° .-�: .A°.- �/ � � .+!.//°' �.�r ��;;"t�,.�%�: ,..� ,��;�a%' I '"'""- / _..---" "?'-`^',w.';='�,.' 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REVEGETATE ALL DISTURBED AREAS AFTER CONSTRUCTION IN � � � �_'��� �'�,�/ / �,+� �,� ��+' /�.n.-"'^_"�^�=^;�;,tiy,,,,.,_„_ ` �� '+„� •ti,.� `j ..�-'^-'1� ...-..r^' �:.R+, ..- _ _,.�^ �,�e�,/ � / �- ��, � -- �- s - .�- -- ..- .-----..�;�... = -_ �. ,�. �� ' COMPLIANCE WITH THE SWMP/BMP FOR THIS PROJECT. � =�`'` �'' ;! ♦ �'� -" .,,.r�-'',�.tir,*, ,,.�' ._._ __,_ _;,��`�'°"""''--8160•.� ``, �` ~ �' �....-- „�;!.�_,,,y�'w ,:�•�'` �' "'r �jU@�801L NAIL ��il f'%'�w;- ..- ✓t;,br i- �'' ..- �- �-.�"'',�. --�" , -.. .._. � --- �'- °' ' �,�',!\` .r__ .�„�- -- .�=-�-;-,�..--� ,_ _...._. .__, 'r- '� � �, ,,,,,�,._ _°,�,_� - �- .�IIi/�,4d.-#NITH KEYSTONE :_� -�'-1;..�.,, .- %"�_�' .,i��u -- �' �� --i- -----_._. .,,_`� .�►� '�._..art,.��-- .._. .,�...:.. _ ✓-, _,,, �. ,i , ;;,,�; �"'��^ .� .=��`.��' --'" .--�'`�'%�'�� �,�' c� � �- ,..�-� "T � � -��� .. � -- ' �Y_BLOCK WALL 2. 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REFER TO THE GEOTECHNICAL STUDY PREPARED BY GOLDER Q .�. .A-K �- � --� --- � ` �-'�--�,�- ��-,--�,���,---:,...i-'" � � .,.,,�'�`-�,.nQ -_ _ ,,.��,�, �....�. - � �:_ ;.e.�: - � _�` .�►.- _ _.--.� ,,...�,,� S C A L E: 1 = 3 O � ----"------� --�" -' ASSOCIATES DATED 12/15/03. r, � �-�i_-'-'-,'aa;✓�-------'' �.-� --' �'" _ . ^�-�..� �-- � �:�=�- z'.--�`'"' .�- / �„�� '. ..�.-'r „r-� ,,,,,,.+�.w. , "�.e,�; ��� ,....��,.,,,.,. �„k �„ .,,���,•��� �- ,�• ..+' .+,,..0� '���� �J:�_--� � �"�.-.-�' �r,'�'`,i, !.'"r �.'w`"'�8� �=�4 '.:.. - ��- _ ' �_-^--�" -^' �'����,...-�",�„�..�� ^''.�'� � � �� �;�_=-,�.� ,.� __ _ _ __�.J � s�o �. �`T.� = �..-= �- _- _ � __ _ PRELIMINARY PLAN � ��! ��/i��.;.�.,r��,,,=.�/�,,,,_...- ""_ .r.+...� �.�^"'"!!'�„ ,�.'.°"* ,:.�.+ ':"x�„�,., �.,,,"" -.,.»w.,, w+,m`. ,„,,.,+�' �.,f �„���,�°-, =�,,,�-�'�'..,` + � %�� -.,.,- ,(/ .,..�- _... �.�.... :r=, � �" r ..:... � r� ti �� ��,- -- _..- .�--�. 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ELEi� �IATE:_. �o%SIOS `- � � �' 00 �0 N I� N N N N N N N � d. � O BO�S.00 � ��� �� ��i€ C:. _ .�i//1J/GS -- -- O� � � 1� `- (pN p) � I� � 1� � p� (� � (� � 1� � 1� N M � M � Mr lnr I� N CD � I� � � � SHEET Cl � f+jcQ d' � d' t� � � llj �" dj � P�j � tfj � I� � aj � � �' Prj � lfj � I� � Qjrj (�j �''� (p �' Ot- t1j � ��RFF: �� � ,�� t� � � �' M N N� �- N `- O� a0 00 T I� I� c0 � �Y M N � •- � ��¢3g��j�1�S�i: NN NN N NN NN ON � � � � 00 � I� � (O � (Dr, ln � d' � M � Nr N� 'r'� � �' � � CO�Z (�0 � pp � pp � pp� op � p�p °p 00 00 00 � 00 � 00 °0 0�0 °0 00� O�p� 00 � 0�0 � 00 � 00°0 00� 00� 00 � 9+00 8+00 7+00 6+00 5+00 4+00 3+00 2+00 1+00 0+00 PATH FI LL WALL PROFI LE PATH CU T WALL PROF'I LE W ` z o � s f sI I I I I I I I I I I I I I I I I I I I I I I I I I m H'� HORIZONTAL SCALE: 1 =50 — VERTI CAL SCALE• 1 "=20' H OR I ZON TAL SCAL E: 1 "=5 0' o M�j • VERTICAL SCALE: 1 "=20' a�� C.� • _ � �oa a _ �Q� ��� ��� � ��� � � � W zo� IIIIIIII IIII z m3� ' N �. ,� 8200 8200 IIIII �r ow� (II � Q ��^, TOP OF ROPOSED MSE �III W °w . FlLL WA - REPRESEN A 3:1 S OPE FROM ED '� OF CA ALK TO THE '�" �- T OF SOIL NA1 CUT LL REPRESEN PATH ?lON) EXPO FACE OF PR OSED "�" �='� K TONE BLOCK FAqNG ' MSE Fl WALL � � D DpSTING GR ND. EXP AREA = 4�6 S'F S11NG de FlNIS GRADE (KEYST E BLOCK FACI G) ( TYPICAL RO D SECTION) � .�, � 8160 8160 � - �.,.. �r EXPOSED F CE OF KE1(STON J BOTTOM 0 EXPOSED �s�� BLOCK FACI G ON PROPO Q BOTTOM OF DCPOSED sj � SOIL NAIL T WALL twi� FACE � ROPOSED ON SOIL NAILC T WALL � (KEYSTOME E OCK FAqN) v MSE FlLL WALL (TYPICAL) pqSTING dc FlNI GRADE .� ,A � --.�.. V� MATCH W TO - °� BRIDGE ABU ENT Z WIN WALL (SEE PLAN VIEHI) Q 8120 - 8120 a �1 � _ � � - - � J � - .�� _ END WA � � S7A 0+05. �/� � BQ OM QF TOP V l EXPO WALL EXPO WALL TOP F WALL BOTT OF WALL ( ICAL) (TYPIC L) ��� ( ICAL) (TYPIC L) ���v � W B09�Ot BOSD.aD � � O M OD 00 00 N t� r� � � 00 oD O �A OD O� � 00 M M �tn �t O� GO M � � O � O c0 N O d- 1� f� c0 O � /� M � �O ��AM �t0 �p �cD�O `rtD pp �O N �M `-M {� T� V � 1_ �O �00 �� �1� O O +� �`1 t0 .- � O 1� 1� � c0 O � Q M Oi I� Qi Oi st c0 N d' !M� v� tD � 00 (V N N � �I �1� b" rM� cD O� CO , O N N U tM M �� l� �1� V O M tT• cC � O t� N �t tn tD N ��j � Oi� �Qj � 00 0�. �-i,j W �^ p� '-N M c0� r-O� ` n O� r OD • �I� �I� • �<O • `t'� �; �'d' 1+� ,. N M � '-N • O� (°► O , p��N p�� d. pp� v: pp� � 1� M cp � � o t� M N N • O �� M 00� � O�D�` tA 0�0`.' Q. QO~ � 0�0'-' {�' 0�0'- V �� M �� 0�0'- V �� V 00'- Oo O�D'- I�' � � � � P � N '�"� � � � O � a p�'p� �(► pp� I�' p'�p� (� p�p� r o�0� �!' �O 04 oD 00 00 00 a� 00 CO 0� oD o0 00 00 ��00 �00 �oD �00 �00 M �00 � �OD 00 00 OQ 00 OD 00 � � YI 5+00 4+00 3+00 2+00 1+00 0+00 6+00 5+00 4+00 3+00 2+00 1+00 0-h00 � � O � U c�v .J � � o w �- � JQ Z - � GENERAL NOTES V, � 1. THIS PLAN REPRESENTS THE NAV88 DATUM USED BY VAIL O ASSOCIATES FOR THE LIONSHEAD REDEVELOPMENT. 0 � . 2. RETAINING WALL PROFILES SHOWN WERE BASED ON A FIELD � � , TOPOGRAPHIC MAP PROVIDED BY PEAK LAND CONSULTANTS. O ACTUAL GROUND PROFILES NEED TO BE PREPARED AND THE WALL �y � PLANS SHALL BE M�DIFIED AS REQUIRED PRfOR TO CONSTRUCTION. LL 3. THE EXISTING TOPOGRAPHY SHOWN WAS CREATED BY AND L � OBTAINED FROM PEAK LAND CONSULTANTS. r Q 4. REFER TO GOLDER DETAILED WALL PLANS FOR ALL WALL V, � 21" 24" CONSTRUCTION. J W � USE CORE-TEN 19.25° � GUARDRAIL O R � �t {F 7r � ��� � � i S ( ` � F t } �i t (2) 2x12 BOARDS ;� ; �;( � t ATTACHED TO FACE OF ° s ; t �s + � ^ GUARDRAIL FOR SNOkV Y,� i =, cv STORAGE - LEAVE 6 IR I p�p GAP BENEATH BOTTOM BOARD -�� f ' TO A�LOW FOR DRAINAGE ;�� ; t i� i t ��� � 12" OF CLASS 2 �,i f , � � ABC ROAD BASE , ' � 3z PROPOSED ; ��� � , NZ� SHOULDER TO HAVE SNOWCAT ROAD � v�W MAXIMUM SLOPE OF 3:1 (33.3%) ���/�y 77 w 2� SLOPE '� � � � AND MINIMUM SLOPE OF 50:1 (2�) � � �k7.7VV1A� ��UC 11� P�S � ��,�---.,..,, � },� �, r �, � �-'��� `' ��� FOR RETAINING WALL DESIGN � ��"'�` �'�` ��"`'`� `�'` ° �' ��' ``. �$ � � ,e r�„ �' r� -. `-�;� i--�� � 3 +"`���� y f .�X`��.�'w� ,�_'`�����'— ��=Y � �i i A' �( �-.f�"� .,�`'.." �� ',-.e..�-- .r.a�`v � }, "",c� i � � ti F- �. A Q ( �1 }���!m.���_._i�L�L (�....%\_v�0..--��...1�.�-��--,..��r��i�r., � ! ���,...*- M TYPICAL PATH SECTION � _�-,-;; ,_;-,�� � �� �; ; �;_��� , �,�, ;,���,�, � �� ; � , ;��5:�3_, a3_,_. !-� �--y , � N -' � , I � i t ; ' . � � � , ..�i ��� f s_... � f _...�� ( �....�._�, � � ' ' �- d � s s i � ��x f �—�; , : � `�----( I I`---�i i i 9 ;-�-�-`( ' '-�--- Z N 25.00 4.75 fia�� � � ?;ge, l ��,-, o � _; I � � � �= > � � �,� 1.00' 2.00' 9.50' 12.50' 1.75' 2.00' 1.00' . '�; i ` � � ,s_� 8 W60 8 POST ;;� I � PROPOSED MSE 3 ��.l��.� TOP OF SOIL NAIL CUT r��'t� � FlLL WALL `�"d�'� (j� �jq��, � °;�I;°;;��,r� WALL PROFILE REPRESENTS Z `-;1,-=i� INTERSEC110N OF FACE OF W - '�°�---��,- - '�� ''�°f. KEYSTONE BLOCK FACING pESE�N REVIE ` ST�FI= d�F�P�;UVA'L �– � a;� �r.__;��. r�, a KEYSTONE BLOCK 6}"-=# �- ;�`�,%�`!' AND EXISTING GROUND . � FACING '�`;!`� `=r� ';-�'�� �j``=s,�! ��,!� ' B ATTER ._�_.�...�.�. _. o � 8" THICK SHOTCRETE 1-f i'��, '' ;F�.' � �?;�Tt= �o�1�/C1S_'_ Q �,<��, ., a::� a SOIL NAIL WALL ��(��,\ ��; EXISTING W SEE GOLDER PLANS ���s� ,. J,�- GROUND G U A R D R A I L D E TA I L ����� � ` � � 4� � z i'�� \ O cn w 1�i4- {" ,r`,,., � _�Y,_-- ,x., f�' PROPOSED SHOULDER TO HAVE Scale: 1" = 2'-0" ��___ � 3 r°;�°, GUARDRAIt w p ;!�����Y;�� �;: MAXIMUM SLOPE OF 3:1 (33.3�) � 12 BUFFER -=��;-{ `;r ,��° \ � F _.._ _ ,,{ ;�� ; AND MINIMUM SLOPE OF 50:1 (29�) p ¢ i I'°��;_ -, %'�' 2' CONCRETE � „ tF � '' Y � � '��-� °���:�� PAN � 12 OF CLASS 2 ;� ���`d�""������' ��� � i`�� a N ��`�--� ' f, AGGREGATE BASE � r �„ � Y p� � �I�,( � `�'� ;r`��, NOTES: p �----{��,- ' �',; COURSE `� TOP OF MSE FILL �i��°J.�i°� ��' �I��I L � N Z -'���f� �`� '✓�i% �' WALL PROFlLE 1. GUARDRAIL IS TO BE CONSTRUCTED IN ACCORDANCE �; � U CJ m N � � ��.._._ ,�„ ,f.,x ti _�.�a'��i�l�1`t� f-���� � � � a�o 0 � � ,��;; 2� f WITH CDOT M&S STANDARDS AS SHOWN ON STANDARD � r 2� ( PLAN N0. M-606-1 SHEETS 1 THROUGH 15. ,�..� -, , � �� � �G; �� � °�°.._.'i .�., r ..�- S r �y:�.._� ,,•� _�, --_ � 4}�=I+�-=#��_�=I ��"'�"''.'�"���:����" °'°,-��-�°�`y�`�"-�a�-��..�`�''��,��"�- ''�"�.~.�- p ,�;.r �g```.' 3 2. USE TYP 3D ND ANCHORS FOR GUAR R S 0 � ' _ � � `� �' �-��� .� ,� �,. ._�..��`-���`���, ; � � ; `_`"�'_ °i l 1 �!� �� -i�` 7 ��}_�+ _ F��a.� > . .�� i.,,. � 1 . E E D AIL AS HOWN N ���.��i°i:�6'��'a��-:���I Fi.r ���.ii:i�d.�,.��t,� � � � � �`�.=�� ����f.�� �j�.._.d E�w_ �' � -�3.+"3^;� � H., � �� � # � � ����E�;�'i�I�I�i�.:`f �-�;r�w�?�—(��- � �- - � �, , ,� $ BATTER CDOT M&S STANDARDS PLAN N0. M-606-1 SHEET 4 OF 12. � � V Z w f.._.....E t � �;.�...q' ..._.._ t��.... t - i � ��.����I E i= I�� s..�l i ...__3 l i°I°g�___._f �- -{{�-' � !,�={„��-����---_(t � ,-_ t� ; S t — S,�- ,�-- �� ��I e����i i��i i 4._.. ��I F{—`°��i,i j�'--:!E---��a---^ t --� ' — u� + _��t-�:����--< ` �. ��!����i;�-..I E�� i =��I� 3. SPACING BETWEEN GUARDRAIL POSTS TO BE 6'-3" ON CENTER. �.3'f'�6 s:..�v..���l3�Ds -,� N Q �'-� m ~ w � = p Q in �_(+€--�;�--=�-;3 �� � ����- � � CJ -� 0 � �f 3�.-_�..... �l t ��� � ,� ��. �. • dG 3.� m �. __ �y----� � �:;�--� PROPOSED � ,� ��,-�. � � �-----������ _ __;,���� _ MSE FlLL WALL = ' '�--���-°!4;~-~- ��-~ SEE GOLDER PLANS � t cn '---_ �' -t--�P f—!� � '���i if`�# �4,==���=f � a�I�t t--�.—�}��_..�__�__, ,{ I q f ��f a � '—�..._i—e+j;.�...1^{—���i ^a i � —�1 i l�!1��{�f 1;$'1— w --����;#���,�f�, SHE , rn --I;�-, �, � v ' A ��;: PRELIM A C003 �-�-- �_-=��?e-- M AY 2005 , � '}�����'�=����.�<<-�� NG1T FOR CONSTRUCTION N '_'''�4 1 l_.._� \ o SCALE: 1 "=4' ; „• STRAW WATTLES: � �%'� � W ��'" U � . Fiber Rolfs, Filter borriers, Mulch Rows �. � ,,'° ��"`"'��� � °' This sediment barrier is designed for low sufface flows not to exceed 1 cfs for small preas, slope flatter than 3:1 or short slops, and � r � IIIIIIIIIIIIIIIIII��IIII'I� ° � 2 , _ _ where silt fences are not practicable. Straw Watties can also be installed on contour on steeper slopes to reduce surface, spread � r rf , ..�-� � - 0°N� SEED, FERTILIZER, MULCH, AND TACIQFlER �r- water flow and capture sediment. The foilowi�g is a brief description of the Straw Wattles, their uses and installation. �� ;1�'. ��-'.`"° Z a`DN PLACED ON TOP OF STOCKPILE AND °°� °pa' 1. The height of a Straw Wattle is 9 in. The instailed height is approximately 5 -7 in. The standard length of Straw Wattles is 25 r� (' BETWEEN STRAW ROLLS � ft., however other lengths will be made upon request. � r � ,f'� � ,�-�°'°"� z �°� 2. Straw Wattles ccn be installed on contour of slope� with a siight downsiope angle at the end of each row to allow for slow Z� { /� °` � �o. � � dratnage during heavy precipitation. They can also be used at the top of slopes to prevent sheeting over #he edge, and they can be ( �''r.� , ' "`J �, -..��1""����r�1 �II III W ��M 0 used at the toe of slo pes. Straw Wattles can also be used alon g sidewalks and curbs and around storm drains and inlets to prevent �+ f�-� ,� ` M �, ti sediment pollution. �� � � �' �..L� No,"� , AQQ�O � ; f,� , ����I��� ����z m3� ' 3. Straw Wattles can be used to replace sdt fences, straw bale dikes and scnd bag barriers. They can aiso be placed in drainage ,� ,/'� �, / Q � � �, , STRAW WATTLES swales to slow flows and capture sediment: they can be used as level spreaders to prevent concentrated flow, and in place of earthen ,�''� /;f ;,� `,�� ,/`,,.� f� II (' o�o DIA=9" berms or dikes. f ,�,� f�j'� � ,�� �„ �IIII rn with 1"X1"X2' STAKE �' , !� � ,1�'� �� ' z 3 - � 4. Straw Wattles shauld be installed In shallow trenches, 2 - 4 in. deep, depending on soil type and siope steepness. Dig the deeper � � ������ ��`�= III) �,L� °w . � trench for soft, loamy soils and steepest siopes: dig the sha(lower trench for hard. rocky soils and gentler slopes. Use maddox and � � � �'�� ��w;'"u��' shovel to dIg the trench, throwing excavated soil to the up hill side to prevent run off from undercutting the Wattle. .. , f ,� ,�r :.. �� �'`� /' f ��r f�� �_` =.:� 5. Lay the Wattle i� the trench and stake with 3/4" X 3/4" X 18" o� 24" wood stakes at each end and 4-foot on center. When �� ��'� '� "� - instailin runnin len ths, Straw Wattle ends should be buttoned firml to ether to revent leaka e, ond securel staked to ether. QQ '"'�'�`��°" ' "" "� EXISTING 9 9 9 Y 9 P 9 Y 9 ��:' ���°�::�'`��'� ;_--- _ GROUND PRELIMINARY dOT OVERLAP. �NE � r����a�n���������*�"` � ,.--�' = ``� � ___ � M A R CH 2O04 6. When used on slo�es. Straw Wattles do not re�uire removal and can be abandoned in place. However. when used for temporary QROp��P�-� �-. +�'�,� �{�'����;` -""�--."s ,^�..�.�■'�-�-�. �ooses such as qlon9 sidewalks an curbs. or around storm drains. they can be removed and reused. �"'('C`R � �"� :,�;;;����°�° '� :�.■..%�"''--- ._._.=`z_ NOT �OR CONSTRUCTION , , .. % '��'����7 ,����`����� �'-=r=.-- -- --- _ . , N.T.S. 7. Wattles instalied on slopes that are steeper than 2:1 shall be spaced at 10 intervals rather than 20 intevals. /�, -� ,,��.. � " m ' �� �,��. ""� ��-,,,. �',�'r��`�'��z� � A STRAW WATTLES - ,t-��x,,�sxY��a� � �,�`���k � / / .�,��.,�k}.f;i''', Fiir:t`-';H. �.,r, �� ,( L 'F �•� � �„��.,�,.�...� Q � ,°/"v� �rr k�a�� ��t' �"�" � DANDY BAG' � .,..--�- Y��t�'�`�>.�.,�� ; �` �� `� � ��K I �,�'��`�..�, �..,»� - �� � d 4. �:'� Y"", �� 'i�.1�� �.+ 10' MAXIMUM CENTER TO 36" MINIMUM LENGTH FENCE POST, Installation and Maintenance Guidelines /�' GpEtE C% ='���N,�a�';;��,�`�,'r ` ^.' ,..-r� ...�; ' „ � � `°` a'��".z"r �� . • �,.�.-- ..�! ,.,-,'" CENTER DRIVEN A MINIMUM OF 16 INTO Instellation: The empty Dandy Bag� ahould be placed over the grate as 1• REVEGETATE AI.L DISTURBED AREAS AFTER CONSTRUCTION �-- ,�.,�:������t;;f�;:''' �t;� �,�-��,^,,`•,,,.--�.� �:�F q��� GROUND �s,z,'�'� ` ` ' �--=-":--� ■'" "' the grate stands on end. If using optional oil absorbents; place IN COMPLIANCE WITH THE SWMP/BMP FOR THIS PROJECT. ��� � �� a ��, , �'��- _,...-- ���`���a, ����,���� ��-�'Y�;�� absorbent pillow in pouch� on the bottom (below-grade side) of the �,- �„�- ,�,'„$ �, ,T�'���;e r �'.-��.--�'''`/ , - ,. . � �/� �:Ty�`���`'�"� � �z'� � �N;"��.����.: unit. Attach absorbent pillow to tether loop. Tuck the enclosure flap 2. INSTALL EROSION/SEDIMENT CONTROL MEASURES PRIOR ,.,.-' �' i �s ,� , � " ��/ � ` V l �s�.�..G£�.:,•s'� ��-„ ,E r� . T =����.�� ��«,u ` ��`�,� ��� 16° MINIMUM HEIGHT OF -' -'" ,'' �°', �" �_ � '' �" ,r, ���{���� €r:�.�-�ty.�, � � inaide to completely enclose the grate. Holding the lifting devices (do TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. -- �' -' * "'� s 'z ��� ' Z .�' -�' ./ ��,'`r �t-.ra � $.�Yr� � ' . I e' y f � r}` �t��f '#� �-���--s�.°�'� GE01EXT1LE CLASS F ./ "i J� �j y a . ,� y�a��s �� . " _�'� I � ;,�fj ,, �,� ��� not rely on lifting devicea to support the entire weight of the grate), ,,.. � * _.-- �- ! � � 2 T`1.%%�� ,- �� �:���,�,��'� �� �f,��,��F INSTALL SILT FENCE ..,- .�'' �,.a��"' .� ,�� �,�, ' � �'`` :-�'` �-" „_..-- ' ��r� �� �,� p place the grate into its frame. 3. REFER TO THE GEOTECHNICAl. STUDY PREPARED BY .• � . �- � ,,. { , � ,� `"` v' -- -- � / f��, J� f' s. t .µ.ta.;.'��?�a;.'�'aY,s - 8 MINIMUM DEPTH IN (SEE DETAIL B) �,,- � . .+� �� ,,�,�i ,�,�,4 '`' � � � , �;,�f; ��. ��; GOLDER ASSOCIATES DATED 12 15 03. • � ,+ ��%� �-�M� � �- -- - / \ GROUND � ° .�� �`y��� , r.,�.F�� �h���l�� / i -�' ,,,,.e" � � \�� ,: Maintenance: Remove all accumulated sediment and debris from surface NO-�. yt , , � � � ; and vicinity of unit after each storm event. Remove sediment that has ' �' � � - �N`t���'` � �"'� °� '' P �OW 4. STORM DRAINAGE STRIlCTURES NEED TO BE PERIODICALLY '' '"" `��"�"'� `' '� � � F�pW accumulated within the containment area of the Dandy Hag as needed. CONTRACTOR SHALL COMPLY WITH � � �"'`'" .,._..��- -',�--r. � INSPECTED AND MAINTAINED TO INSURE ADEQUATE DRAINAGE. ,,;r,, -- `_ .-- ,.. If using optional oil absorbents; remove and replace absorbent pillow THE STORMWATER DISCHARGE �� ' pA'� � ' �-.. ''r i � � a � when near satur ion. � Cr - . � :��, � ' "-' _,_. -' �' DANDY BAG 5. THE 100 YEAR FLOODPLAIN SHOWN ON THIS PLAN WAS PERMIT ISSUED FOR THIS PROJECT / � �E �� ���A{!�� ,��,� -'�-- -- "' i r'�i PERSPECTIVE VIEW � AND SHALL CONFORM TO THE ' PSp�� � � ��k�" ����`�`�'�" f:-�'-'--- �'"� '' � V (n � rr nP For�ns ovEx BASED ON THE TOWN OF VAIL S 1983 FLOODPLAIN STUDY. � :�NG ��_>�- tl,,,. :* -1� ,,,..--�,,,_,_,,,....�'�.��� TO ENCLOSE GRATE vEr.cRO STORMWAIER MANAGEMENT/BEST �.X�S _..,.s . t...- �" � � cLOSUx� MANAGEMENT PRACIICES PLAN. � �'-- ;,r%- -' � ,t, '�''' �'-- �� s��...Q�D�r�,e�CG� 36" MINIMUM FENCE GRATE � ,.� " „��'�!i�'.�-��-�-'/ „_.- � �''°�"'�',�� � � ������.r- DUW�G'C6N�R�J 's�TON� � � POST LENGTH • � i � � _____-= , � , � ���•i .�- � . /' ..- �i ^-�-��•.y� ��/ I�^�h��/' �/�,'r� / �� 7�" ^� .d'�"� A�� r"''���,. J��Nr.'.all���4/ /i �N / / ri�i'!,a'�s'�"�"'%-°�,° � .-' -w."�, � ` // '-�---„'' '- --' '.� � FlL�R OO OO - � '-~ � Z CLOTH-°' .� -4;;t;,„,`�° �'i�i y i' �^',r' ,r-° ,� � _ ✓'�. "'' -- '----�- ,�.� �i .�j�/j �,�,�.y. �,.���t� ��,,,�- ,�, �, �'/��/ ��,,�' _"�,�_„- ,i/ ,i FENCE POST SECTION LtF'PING � ---=..«�-��a-��-- ' r .�- -'' ...- � -��.•- ,� ♦ .,._�-��..� _ ;�� w,;,,: f� / �' `---..-_.. ..r--� �' � O � MINIMUM 20 ABOVE ---_ � _ GROUN� � FL.OW AId,O�PF'A3.9Y .�i �..�%"`""^_w�-V�'----" -;*t�`::�.�� �� i'/i"�-�✓%i����-�i"�/ •�j� p,''f ,.�"` f ��. /r� �„•I'.'^.z�.,. /''� / �� MUVL'ML�'NT ���U `-..��.... �-,r,,, 1 =�'� r�,,,,,`��.�'v.-�.,.."w'�� ,,,�"^ '�'� ���� "� .�"�, �''�r"'�.�+%< � � @�^"'�'�, � � ��,,� �,..�+.. j�' � �� � ��� -....��� _ � ...^' ,I''' �,"* �''�.° X I '.. �' � O "�. .,� � ,... ` s�'� I ''' �--u �C�" /��� ,;,,. _ 1 // / � --� _.•. •-' � � UNDISTURBED OF UNrP s �. �. ;--., .�,.,;:.� __� - -.'_,==.:�'�:�"- g0 �- .�...� .� �'' , �- ' .,f;,. , / ! � ' `,,,,.-_' �- � �� Ci��' �.. ��1 s..` w�,� +� .�„��... .�.--' �" "" .+ � ,+:-x',!�/ � � .r"';�' -r�'=-= �' � ! / � � ���� � �w� �.�_n:,, s GROUND ��-'`,� : ,y,:�� i,--....,...�� = �'��--._.....� °'`"-�','"..��'i �- ,.���,�;,��,�'•` � ,,.,.�•....:w--,� .�- "','�"_ '�// /1 ����.-- ° ..� -' �--- ;v;++z,mm _._...--_.. � ..- ..,-- �- i ..o r�.�.���_ .� r ..-K, ..i , , / �- --�,� j EMBED GEOTEXTILE CLASS F w` � �.. �'; ,_y_- - �. -__..=..-`--=... ,.� ,-- �. .�,<:�-. »-- -- , ..:: ,.-- -�. � -•� ,a��- --- -- ..,-� i e ...;�� ,.�.n,,, `=�7r ..:,.,*„' ♦ ,O '� ''"� � � _ , - _ .�_,_��._ - _ -�__ __ _ o � � �� �- -.,��,�- ,..� .-��'' ' ' .- ' °-- �' - U N A MINIMUM OF 8" VERTICALLY O O OO �'a.``�,�-�„=.-`-_�;���--f-=-`.�-='^�"r't=�--- �•�---"'_'=a�.0� ,.�`�,�'" _,��j �,�,,,,,'; ,,,,,,.,-�-�` ,�.,.��' =;�«�,,. ''� ��.�� �/���-�- ��.�I�,i � I� INTO THE GROUND .�-- ,r_.-.._�. .....,_. --- --_,.- � �.. �`°-�;�:-_�_... � ..��.^- .��5-�� �,`;„;,,; „�.,. � �,� � r �/ ..- „� �.,�� r,,.�-'"f,�- FENCE POST DRIYEN A '�.,,.---_... _._._- �,,,, �- _..- _.� -- � �- ....� ,,, .r r- r / � ..� MINIMUM OF 16" INTO - = _. � ` � y -- � � � $TANDARD FAHRIC ,�'� --.. '_'"""'�"'�_��±+;:'�'-ti.";�"'""-,..,._"``.,.t"; _ f ,.,, ..� �a�� � .,.,..." ` .y+.. A � ,�.�- ,,�.��.��,,� �� / �„„��• "� ,,,. ��. � � � �.. •�-.,��--- ._.. � � � , ,� ,G' � ti�-- Z' r �" "^ "'r � � � i-�.__.--� ---,-_., .,,,_ `�`�'^•�.'"�-_'�,..�,..�.��.,� '^�..--`""'.,�-�-e�a.«.�-,�...�.r..`"�► / -,-"' ' �,++.;.a+�. ...: . � �-'' �r' ..r'/ /�/� '' !�, /�.'' _ 7HE GROUND rs nx oxaxGE '"� --��,.;�;-.�- ;-,.; % ,-- ..;...;" ... .,� .� .�.- WOVEN MONOFII.Il�ENT i .--"'_,..`��=�;�^ '-���� ���_=-�x;��,.�_ °�,' � -,� ,,'�"' �.�,,w.. r� ..j" �„� .r � .� ,,,• ,r i .--. �' � '�` � DANDY HAG� '� _. s f� _ �._--_... �.-�� -����..._� _..,,yr-„` ��. ,,,,a,r..,,,:- _ --". .�''� �',.. � ,�.'i � � ..� � .^- 1 .i .� .r''� � � � / ._--'� ""'-." �.' ,I.�- ""�....._... � - - - , ../ , :..^' ,�. ..i' / � I I / I ,� ./' �,,, �,. �...-.- -=�;"s�i.�.__._._ _. � �,,,.;�,v' .�,T`=, * ...,,, ,�w•-' .�-�`"� ,i• �,. e i. ,i-�„,,.-s s ✓ ,--^ �,� ',.v I .--- CROSS SECTION GRn� �-' �' -�- .,._--------°''.�''_--- _... -�• `�'" '' -' '�' ° � �'�-'� � '' � '� � Z��I�■ � � � �_ i,/ p,,,,y'_' ....--^" � --� °.�';„ • .... � .,�r`:«°"' �,.� ..,.^ �''�_.., a° �.'�'p., ..- ..-�- ,�.--� ✓ I .,- y♦ Q -"•''� .i ..r --...,_�.�' � �./"-"�!!.„�►�..- - � „.,...'r" ,'�•''�.,::. _ . �� . ""_�,;f,:;;-- �.'r �' -� '� / ` .� ..i'� -� .�.''� / �s-'' .i''•� . �_ :_� _�... �.�'.,:1���._�„� /, / ✓ r-'�' :�' 0 �e,` ` _,� "„'r�, ,� �'i /�''�'�„I I� / /' ^� .+�"r „o.O y� / �'� �"' �' S ��.._ � .,,,,� �•-^'r�,.,,,,, ,. :.±w ��"',�.L)`" �( � y.. -� - ���.� �..� ,�• �,,. �"� //,� �-•�' / �" / l � � POSTS 'y' " -: -- --- ------- .�-�= / ,-11VSTALL,,,SIC1' FEI�CE� �"� ...r �::� , `�«;^�`„w,. �,,,.,,.�, � _,,'?,��-._`.- �--_,..'-°„�,.�° �- �,.-'i_.._� .�`"'�`"' �'" .'�'-�° � � ► `� �` - �, _ P ;`:..± ;,.. ..- m _. _,,. - .,,.'�' ,��' �''i i .--'' -�..-' � � � .� :_r �..f ,_,,,...-..._.�-� �,.('�EE DEUNL B�- .� �„ � ,. " .•- ' J�ri`c.� ._..-- � -- .-� ^"" ._,_�-' �- . n �^-..�.s.e..8120.�.�..�..�„_ / � �` / � �/ b ,,�.. ',:''` ^ ,~'" .:/,i• „g,.,._, .-- �,�:'�ii;...-t--�""" �"' �,�-�.r /�,/ r._.,. _._. ��r- SEV I I�N B �;'1; �,/ � _� �"a 1�w...�r � �� � � .�� � _ ".,� �� .✓ �,.. ��r � �.- � �� �' � / /� � �.- ,,,��"' i i iI� � � ' �� �y,h. �+r-r � �.�w•.��.r� °,� �"�""i� ''� y,,.� � *��� � � ` " SECTION A �.�,����' -- - n, ---�-��_..,_ _,_...... -� � � __ x �.,....._ � �,, � � �-- '�' '"' --� -� .-.•-� _,,. vi�r _ ��STAPLE N.T.S. / `s �„----, �;;�- "--.���/ / ��.� i:���a� '� -' � i � _ '�`� ..%' �'� �' ,_ "`� :--�' �-' -�'�,-!' � J / �-_.� �- .,�� ,l � �„" yr �,ry - "� .� - .�,�""'"' � r�v� .,..�� � .,�,�...^�"'ti �'r" J 'y I/ /_��f I TO1P1�T OF VAIL O O Z � STAPLE .�'' i ,�' --�,„� ` .�7,,, ;� -,.;,;-� ��- �,i �;-//,,.- �r .,'". �� � -��;�- � ���'��„� �! � � O . * , �„�1 i- '�' .-- ,` � . ._,,.� �?� �+ �.-'-° ,,,•�` � ...r,St .-- °° '"�-�,,.,...---' � _ - �-- ..� %�l / / / r -'�.,,r `"',`j*i�'_"�-� ,,,� � / ;��� �/'i t �� /,�� ,� - ..."'., `.'°�+- ..i �'.�. '/' s u 3 r,-,;..- �� � JOININ� TWO ADJACENT ,�ILT C DANDY �AC� '���=��-l.- ,3_�����.--� `~- -�- '`� �' � /e�� ��""� � :-�,' •��, `' o�-'"�-;,.--' �" %'---- :.�'� ----' _---'=�'%- � FENCE SECTIONS �f,;'��r"�;,-°�...,--_ 8',�0-.`� ``-- -� �-- - -' ,,,.-'�,,.--��.-����",�,- �".:, J,,.�.-�,.....815°:,=-;,.-_=`�'=`.�`;- _'�.�,.-`""'' a- V� 4 ;.*z'�°�:: /�/ �� ��� I� /r .r-� �' � ` /� �'�/%'�f'�� -.'''� .�' _/��"'i .l..' -i f,/ r�.. Y�.►�-j !r � � O ;,;�`•' �+,` � � / / �� .,r. /" �..� /-� r..�""-� � T P VIEW a,� �'� ��,�,-� � � ,,,,-- ,�- - ti � ,>�' ..� .- .-'" ,.r ,�.=�. � .�.- � � .� ,.��.....- _ .,:_ _-_ ( ••► �- .� ::�� ,,- � -� � :r.�, _.- _---' -�` � Construction SDeCIfiCdtlOnS ' „i�'''i-�,�•�'' �--�,,.,r.�,/ � / �,�!' r.-��. ; `;� \ ` �...� �,. /� , / !,� �,'. ;�c ,�, r" � r i- �--- / �I ` ,:�...-.- ^"'- y- _ � ,r/' / / �.��,:���r, -_� / �, -:,w;��,I �'. F.�Yi``';�` � � �� �� / �'�I3��� _�!'r- ,""n'a" �- -"' �..�"' � '.-.r�i/ ��`�„,,,�.. �" `r ""' � I / /tt, ;� �' - / � / ���'•�� � ..� ^ l `�„' .+*". '=��•',s°�s ��,,,s./' / � ._,ur^';�% ,._;...., �e(' n I � � a a I�',,+�'�°�''��'i:a;" �,:�-„sc�i.v�:y��'�.-�/�/ f�zi,,.� '� //\\ �=.�5� ``' \� '/� � f/• � / �,y;= ,'��I",,;- � ,-``' ,�•�I � I i7��V.,�/-��' •►� ....,, ..-r"'-� - 1. Fence posts shail be a minimum of 36 long driven 16 minimum into the � ✓ ..- ....! :� .-- � „� '�-�, � �,_ ,� �'/ �,�� ,�, . _ _.....--- ..-�-� > ,... �` ..-�'',_,_---- ,,,,,.�.. � �M;��.,;: .�---- -�- �- � .r. O ground. Wood posts shall be 11/2" x 11/2" square (minimum) cut, or 13/4" dio. ,,'--'f�`,;f%"'`,�..- �_--- _ -�i�--�'' ,�. � �,--,,,, �� ��,,,, '��_ ��,r��//.��`'� .-.�� "`.,.�;.y, r..:°`�1 . �-- .-�- --J'.�--°',r��-��-'�-',:--'°"'!- �/�'i/�✓�;;�/ ,��!�'' �"" I e74 '� ` \ •�. _._.._.- ---� / �� � � ":�?!rt�. ` ,r�^r. �R �....�..�,.,,�.e„.r"'�4��' �-' � .� i^' / i- '�"" ` (minimum) round and shail be of sound quality hardwood. Steel posts will be ,,.�;��f�,,;,,o ,..-�,-�,,�;�,�,.-�__,.,,..__.„_.w_.._._,.s- � �.�„` .� ,.,,` ��...--�.�'�. � - ;�.�,:, ,,. ,;� ___�_r____�...-�.-�..-����,i� _---' � � �x- standard T or U section weighting not less than i.00 pond per linear foot. ,�;, ✓ -�' �,���'�-�-'i�! .��,,. -- -'"-- --��.�- --'' �'�.. '`�.,, � �---�,� -�",..� � ,5- �=- ; ��` ,i� �_- -- --.�.-----'..-;!.$�`� ..---' �..�' P �" r.:; �'-i9i���•O i _..__ _ _ _ �. '� � .�- �' �«%�„ w,,.i / ..- .�- ,.?!�`.±.�/�.�-�;,��!�„.��;:�'�i -^" "' � ._ ��.^v,,;�._�_.._ _.._ ~"'` `` °'� �_..- ''"+,r=..���/ �„ Y� 'r• ,+;"' � .._.----�'^ r -."� ,,,��^"%i/=�^ �✓ 2. Geotextile shall be fastened securely to each fence post with wi�e ties ;��``=_;,�'"�,.�',,;;'���%�-�'.;,;�--'' ---�;- �'°;��',�- - - - ` � �"� �`�•-- ~�--�r� ''' -�'"� �(�-�'' ='''� ''� �'� -- r"-f �"''�� =�� '"%��` }�,A?P,� ,�.-"i:/ .� -� ..,i .-r'+ �� r..."�'.`"-�'�.....�s.+.`'`__-�.�,r'.sii.-.` � 1`�. '1 `-- �,r- �.�^�i "`�'` a' - / �� �r�n!,1i`� r"' Q•,8o�- � or stapies at top and midsection and shall meet the following requirements -�x-�.- -� �'' �-�._..-^ �' �-�'' --�"" ._._, _;,�,; r�,��� 1 "`�ts � -, '`�----,_.�-- -' � ' �"' °''`°�� �' � •r'- �� i "' -- � fst` „'.� "� "i' -'r .�-/ �,,. / �,_... = ".�._._._ - ,��,�,;� � �`� ...-- J �...-,. � .:r't�`r a,�.r / I� / ,r.._� /� �Ot' Geotextile C.�4SS F: :���:- �I%�/i��..�-�,...►j�...-- -^ - - -- , .�.,.. �`��_,,..,,� `,»>�'`�.,��.`�,�.�--�' ,��„ �.,.� ..w^� `�/ tl �;,�.-" �,.'.r ��=- „,.- =`;;�: ..•' i'�/�- � �- �,,,,i �,,•� � �,�___,��._.. _ - - .._ �� ��`�.�+--�"'""'"'.r� ..-�r �-�, �"".� y,a �' �''�"i / .�-- %"/,�� fi E � / / .►� .�-� / i .,,_ ,_,,._ i -. "" ._.. � r.- ..- _ ' `''`! / � r 1� 'i /� �„i .�.� �.- i' �, r ��-+,;,t�._._ �...._� �.� "'�.> �'�, r'�" ,... �;�..,- ,,, -m..�s` / � / - Tensile Strength 50 Ibs�in (min.) Test: MSMT 509 ��;�,; .-�!�•- ,,.•��--�'_.. --;,.�„��,..-------�r��:.�_ �---� �.°'�� .� � ""'�� ..�-� ..��i���'„__,. >' � Tensile Modulus 2 Ibs/in (min.) Te t: M MT 0 1���l`":, -- �i�,;,:,•i�.;`=-'"� -"=.�r`° � _-_-��=- --._...,'.`8�60°---- �'`�,`,�'�� �`� : `°�=���,>_'�``��""` �=`"'" ` ;��-' � i '' GENERAL NOTES FOR SEDIMENT CONTROL m v v 0 s S 5 9 , r� �_ _, .� �.-;,;,�r.� ` .._. � s . - _ "" -- ,- �' � �.�l, t��� ! �,.,,,/� /.:::� .s�' �� ,�.+'^r"..�'�. .�....�,�.,_ � ��'�.� ,,,.�. ,r � � , / / Flow Rate 0.3 gal ft / minute (max.) Test: MSMT 322 ` �h= -�i�,,;" � �-��r� `"" --'° ---'"'�'i� - - -.___..._ - - � t"� _,--^�} �::� .�:=�:: '�'.'-:�..� •'`'� .� % � r.� �fiV`� ,,,•-�' � � / .e"�. ` �- �' ,,,i.=�i�..-� ,�` ����.-� �.. _ �- ��e�* .�% ..- I% Fiitering Efficiency 75% (min.) Test: MSMT 322 .,-�.=�,,! �' �' %*"' '�'�'�,.�- �,.- �-�_" """"-- �-�sFr�.-�'=� -', -' ,_.. ,= `--.-; �` �_� ,�..'.:'y� „��.''.-'�'°-� .- �,�_ ���i`�,�,�- �,,. ,,.� .,e.__.,._, ,,��,�._ � � ,.�� ,:� . �:�..- ,,.,��, _� ,,-�!,�- �� 1. INSTALL AND MAINTAIN SEDIMENT CONTROL MEASURES IN STRICT � ,�'�-.-=..�:;��--�.� �-::..-�--^��.--r �-�=..._. '�'� �.,,, .,.;=- �` _��� �=� ..�_.._--!�.�- ,,.i_ ACCORDANCE WITH THESE APPROVED PLANS. w 3. Where ends of geotextile fabric come together� they shail be overlapped, ,.-�-� .��„_=,,.--�����-�'��.;,,,.,-=•�,� -����.-s�r-��i -' ';°��°� �:.;r;F �' �`�r �'�- :=�=."�' �----�'.�.�--�-- � .�- �- _„;� .�� ... a4.._.. - -.^. ° _ "°'.- ...,-.__ �,,�_ °:...' --'" � - - -' -� ,- °� folded and sta led to revent sediment b ass. .,.�! '`'-�'��- ��,,,...---'� f�-"'� . �-•-..;.�� ?"'�-=R a" � � . -;.°--- .�-- ,�• .r- -'�'_._.--- -�!.--� � � P P YP � �- .- ���., =.. �--�''�.` E,.,_, ,:.�. � ° �""",:;,.. �,::-�,��__ �,:r �.... ,.�,,:.__, �_,_... ,.. ,r 2. ALL PROPOSED SEDIMENT CONTROL MEASURES ARE TEMPORARY � �'�'�� �' ��' - ��' " �'� � �� � ���°' "`��� � - �� ���'"'�"�`� "'"� �''" --"'=---�"�''� � MEASURES UNLESS SPECIFIED OTHERWISE ON PLANS. „i .ii,�`"`',,G; �j"""%���,�,, --. � , �t� �«�.,` �� �°.�.°$1 0:�::v- �,w�-- '�.,..i �.,,__ ...�_�� ..-- ,,,,_._•- ..r...'�:.-�'"�,�� � 4. Silt Fence shall be inspected after each rainfall event and maintained when ,�"j��",�,���-','--,'.�✓'I;.-- '"'- ..:'°''`�' ��-�._ _ =-:�,..,;,�, - "` .w-�,; =�-- - �� �-�"'""` � -�= �" --_=-- �-�.� �,� � � ��'',�y:a i,.,��`,i��`.'.+�1;%"�1..�"�� I " ��"`�,' _ � � �° _ _ -- �� � � �� � �� a, bulges occur or when sediment accumulation reached 509� of the fabric height. //,r.;/,,�,��'"�,�-�,�,.��.�,.- .._. � f--=,�;�y�� � �z= ���� �'�'-` " �� ;,,�..,...� ��..: ��,��.�„��������``--. �"��'� �j�' �A�� 3. SEDIMENT CONTROL MEASURES MAY REQUIRE MINOR FIELD � -�ris ,. �s r,��` ,�.-- -' ��;,--- � ::�„,,.�`'~ �-� :.�...� __-- .� .� �-' - - _- -��_ �ES I G ft! R EVI EII'� ' oi N.7.S. �/f„ ��;r'�,;,�;''>'y`,,,� ��J '� -�� • � ,,_ ,... ,, ---' �-- � -� �, -- ADJUSTMENTS AT THE TIME OF CONSTRUCTION TO INSURE THAT THEIR � � in ;a�:'.�....� .r��`�' i �l "`""„�,- " �; „,_,,.,, , _, ,.•+� ��--.�..r.� �„..� ��,ii i' •~- , � �l'�✓�'��''r��i''�����:' --'' � � "r���''"'" �t.; ���%�',���'"°' �`�``"� � ` -�+v�- -��-- `_..==---��-','-'%=-'°--=�� i STAFF OaPPROVAL �NTENl7ED PURPOSE IS ACCOMPLISHED. ENGINEER S APPROVAL WILL BE �l� ''�'` ''� �' � �`°~'' � � •-"'" - _ - '' � `' �" � -'' REQUIRED FOR ANY OTHER DEVIATIfJN FROM THE APPROVED PLAN. o B SILT FENCE DE1'AIL ,;,-� , � .-� • - ,== --=�,s��.--- .� - .�_�-�- ---- - - ' � ' = / �' '��r.- =':-..^` ° �'�' �- �.�--"� �-" r .� � � � / �� ,/ / / ., ,..- ,. � .._- �..- �-- ..� ----.._,_,_ ..- ,,,, � n �j�.��,'' i ,,� ,i�s'�♦ ,,� �l ,; 4�„ f^^ � � o *s _�.�._;,=�,�;il-,�;,,,;;-"8200'_`��----------�r----,�..���-- �?�9�T�•_.._.��Il���` �, 4. PROVIDE CONTINUOUS INSPECTION AND MAINTENANCE OF ALL o N �� / � / / d .�r -. y','���' �yl' t /` >;f��rY �;�,.. ._� ` ,�- r„„� �„.,.- � �, � / � ,, r ,,��� ` >> -� � �_.._-�x _ �....,.���.;�,=� .,,._ ,. .- SEDIMENT CONTROL MEASURES TO INSURE THAT MAXIMUM SEDIMENT �yyy}yyy�---�.(',/=-� .� �' � � � ��`'; '`,�-�'• �� �-" - -' _,,,._.�k� �_. ��...'��r--_ ._`�--��-',�--'"� �TA�F: _ �� _ __- CONTROL EFFICIENCY IS OBTAINED UNT1L FINAL STABILIZATION OF SITE > � /�/\ '�f� \ I ' �I _;fd��•.1M � �� �, +yy .!' ,/" / 3 � ,,F����r_� / � �, ' "-�,.v���'�''�r�� � ...- .•---- --- �, ..._._..i.�__..._-- -- -�-- ... �-,' ' ' � '� �� � ',. � _... � ",�. -� HAS TAKEN PLACE. � v o `� ``/�,, r �,. r °`,.�"> �1�1- Z ��/ � �;0� ✓ /"�`„�.�j �n � .s'`°�'_* A , ��"'��,,,i "' ��,,,�---'_'""_8210�,4.L`��" ..---'"."�� O � / // / .� ...- -..-�- '. -- ,,,,,..r _..� ..r � .�' f / J!,,,,% ,,. �. J, ,�"�:�� � ..� -' -� .,,.-d-' _, �. f $ „� 5. INSTALL SEDIMENT CONTROL MEASURES AT THE ONSET OF � ;''r� f j {,� , _ .�°. ' -G�r�I�°,`;�+���W' �!�$B��S�I.S�W � �� 1 � t�' CAN i -'' *"� ' �-r-��� �`= � -�`�"'"' .- - GRADING OPERATION5 SO THAT EFFECTIVE SEDIMENT CONTROL / �-� ,�•a: >u�a ,,, „_..._. - �,� � � � � �K�-� '� ° �£� �� .� �,�F D� �- ING OPERATION � ,�: ..w.z.�.w. ��a;.�r„ W ,� / / � � ,,i;� / �-' ��,� ---,�-"- �; = - �,� :,� - �w��-'��_" �..--''` ,,,,_.,_.--�" � .-- a ���'@��� � a �� BE ACHIEVED DURING THE ENTIRE GRAD . � Q � �_ �/ � / �i a �-='��"��,. %.���.-- �,,, ' ..,- ' ..- S'( � �,K;,: ,.+- r� e+� w�y IA � �� � � �� � � � /" � ..�". �,.'sr� �:`. �.�� �':'`=.....• �. � �� �.� y y, a�� � � r� �/{g Q ��!� ra.r �� '� a22� ...r -w� �� '' ..+ w3 Rs,.��a�� ti�«�' J 6 l�� Q c� � � i�` ��' / � }(/ .''"` d�i _ �' � �- ��� �" --' ` - � yy 6. STABILIZE ALL POINTS OF INGRESS AND EGRESS WITH CRUSHED / � y� '�`t�` / .....�. �`� � � >.�, "'M1���' �-�" J.�' / �: , "�. "'4�I .,� -• ; nq � ,�.� / �� /r��'.�/ � � ���d kl'' 3 i��' _, � �,�. � / ������ �1 d�� � �� �� � �� / '��� + 15 ! 1+ ,�a �\ t STONE (SCE) UNTIL JUST PRIOR TO PAVfNG OPERATIONS TO PREVENT O .� " � /�1 I /`w` �� ,^.'" 4 � �i'� '�'� /•+� rywttC �°e�^ � 'i; \T�E1 �1 ��3 ry�4 �?�R Z �//,,,,•!,,,,,�,//,,,�i- �" , � / �� - � .�,. + -,�-�- �r/ '�. �.s.� �:���°ds�{ �ka���� � �a �,. '�t�i.�i�E1�+,,.a.,��R��� y ' roJ _ � � TRACKING OF MUD ONTO PUBLIC WAYS. o ��-' f-'"„�.�%�,�--'' �i�/���%'�' � ...�'� o.. �:!. ''� -,� 0 -- .r Co l � w �'' -' -- � i r�;;'' � 0 `�' r..���.:T �� ��;=��� �� ' -'�'"� 7. PREVENT ALL SEDIMENT FROM ENTERING ANY CONSTRUCTED i ..� .� / / / � ��, _t , ,..�-^' �n .• � �� �„�•- � .,;;�;. i . ., i - a �,�:�� .,.�:�,. �,-�n _- �.. �:��-�r:��. _.�.,,��13/os�...�..,��_.��.� � �� i�f�,.�- J� � ,, � � "i -;,� �_ � �,-,�� �; ..� � �r a�,,,�+ STORM DRAINAGE STRUCTURE BY BLOCKING SHUT THE STRUCTURE F ,- � � !_�� - f��„�i � _ �, , : .`w _`:_ "° ' -- ;��;��,,�,pw�,.���¢G �����m��� a WITH SANDBAGS, BOARDS, OR BY ANY OTHER ACCEPTABLE METHOD a � --'��- -^ -- -- ,� ,• i i --�_; u->�� �`',; -�'"� � __,��'` � UNLESS SHOWN OTHERWISE ON PLANS. ( r' ". .-� � / / � -- �� =y�t , Y � U ! � � ' f t � � � � � � `�^`-'-_� Y=._l ' � '�°� �-- ` Q � O � � ! , � � � -,. ;::, �,�...�- � 8. DURING EARTH MOVING OPERATIONS, MAINTAIN THE SITE IN A Y Z ( � ( I � � t � � / ' �, { ` �.� -� ,�� __ „� ROUGH GRADE CONDITION SO THE STORMWATER DOES NOT � � �n 1 I � / I � � `� ' J � � E �....�� "'""""� � ..... -' .�'r � � �, IMMEDIATELY RUN OFF, BUT IS DETAINED IN POCKETS AND ALLOWED w W °�° � � I � ,... - w � I � I j � i f I l_ � _.� ,_m'��::r-=--�""'....'-�-�� �` � "-��'"'"`��., �� ��� ..�:" o .�� �.-�-�_...._--_-'� � TO SEEP I N TO TH E S01 L. � -� c� .- o cn � � � i _ --�--t--�- - �' 7" ' � ��j � =�� �`,� ,�� : �'. _ =r �,�' ,� � ,�, � o 0 � � � "'�� � � � '� �`� ��� ,��'� ,�� , ~�`• V ' � �' � �� � ,.�. "' 9. IF STABILIZATION OF DISTURBED AREAS IS TO BE ACCOMPLISHED z z Y o u, � f -- � ..,��.-- , , �.- � � U W �-� � � f � f �� _��.,�� �ti_ : . .. ,_�_t�, ,_ � 1 � -�'r � 1 0 ...L- `�+e ��f` _ �,�� ._ � / ��2 / � ,,��` �.-�'� C� Z ' �"�� J I-�---�'� �v-' �'� � �/ I ° ° � ���`�%' ��`` � -: -=- � �� ����°`�.�-' i � ,.. � � DUR�NG TME MONTHS OF OCTOBER THROUGH APRIL, THE � ¢ w m �-- � � � � � ��-'�� � I � �Q'--�'�j 1 j � l I / ti° ° � � .� ��'�_��°��.�`-� ����'� ...... - '' -' --� � � .�� I �CAL�e � - �Q STABILIZATION SHALL CONSIST OF MULCHING. SEED AND MULCH AS o o � o 0 �u '� t �_ _ J_ -�--'� � � �`� ` '`��` -��= �s;�. �'" " --'" '� � 1 SOON AS THE SEASON P�RMI7S. � �,- � � `� J -/- -��, .�. , �� ! 1 �_�--�=,�- ;��-- -� - ��- � � � � ' ��-m,� ��. ;,,,� -`- � -�- ��.F j=.�- �- -_ - ,�-,., .�=;._. P (- � - - - - - - - - - - - -- = • � � � � � ! ��`� £T� � � � � ��� �� � �� 10. STABILIZE ALL DISTURBED AREAS AT A GRADE LESS THAN 3:1 -- ��' i J / / ` / f, / / / y � � �,.. ,.... � ::s' �t�- cn i �� �� , ,�{�7 r�, �„-'.�-� f / f / / / / � t �?'�r� i' y - '' _ � ,< - �-� 1 a� ! .,1� \ ���,.�d.''i,,,� ���-°�--`� / / / f ` /� /� / / / ������1 � �`��� f ,,�;,,�° � ``-- "` �, _ �A -_`� � °� 1 AND NOT COVERED BY PAVING AS SOON AS POSSIBLE BY > ,� ,� , t / ��° � �,��. � a �l� �- � `� '=�'�' � �r� �� ; � � � � °�� l� � �� � ♦ �}�.�o�',� i -�,.� �' �'''�--.,�, / / � � / / / � r;`� * �� � ��' ���� ;r,;� �'��� � �a� �� ��.... - = ,,.,_� PERMANENT SEEDING AND MULCHING AS PER "STANDARDS AND � �/ i�` �%��.i���iiisi'� --� J ,�� i� � / / / /f /� /� �:;� /''��.r,/�°'�'�/ ����^�n �/ i � ,,`, -:: _�`= - �Y� ,,,f �� SPECIFICATIONS". � , � � ��..,%,� o --.� r , ,- -__, , � ,� � , , � o ,��trs�, ���� �' �� , , , ��� � `` ,f �, SH EET J i � � i � i ii ✓ � i i ,� i � �� � .,,�_ � ti � �„ �� �/��� � � I/ i i,j j��',�i� � � '� �a� � �°N�� �,,'� �;��a /•�:�'° / � •`� � r / � � �Q ` v�% PRELIMINARY 11. PROTECT ALL TREES TO BE PRESERVED DURING CONSTRUCTION C�O� � / / / / f / / .- ,�� , �l ,� �. "k�,;x y��.,.�f.�„ =�'� @ �� � ��� � �Of %/�f�i i i� � ;,�.,,, v�,� �fi"� �FQ;� ";��;';� ;.;�5�,�p�s n,�,, �;�� �� ��, .-� a�•aZ�i,, ��� OPERATIONS. � MAY 2005 o � � ��o �i%/e,,�` -' ��:;�: ��_ ���� �� �`���� � � i r � NOT FOR CONSTRUCTION c� Y /�� / ��g ��,�.� �� ,,� �� 12. 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