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HomeMy WebLinkAboutVail Village Filing 1 Block 5B Lot A Gasthof Gramshammer West 1998.pdf �r ��{ .., ' 1 + „Y ._ _ Y { , '� +� � � r i � \ � � �r ' � �^� » � ° ♦ ' , + ` \ �� . � � �� � ' _ � � \ � �r_ w _ . � /� / .� Prerce, ��4 � � - _ a � r , i /� � Segerberg & � 5� � ! � .r � . . . / // // � � Associates � . �r. - � . � �r - � - , / ____. _____ � — � _ � � : :F�s�'�, < < . �� - / / / �— �� Architects . � �' _= , � // � C P.C.—A.I.A. � E 2 �'. _ / ��� � � �<; � . - �� � � ARCHITEC1URE �V�. , `:�,�, - , � � P� � �.____� L.� ____ � ..— ____ ._.._. ____ � ____ — � PLIINNING _ ��. tir � ' • � INTERlORS �� a, , , ,�� � _ �S�° . �<� . , LOT b, r� � � I�n oHlw h� _ � = � ; =. ; � � � � BLOCK 5—B /� � . 1 � F . , , '' ' - ' ` I / 000 South Fron Rood ` , -. , � Va1. Colorodo 81657 ;'J + . . � / ( Tii. �70 476-4�33 r Fa�c 9�47b-4QOS , ��_ � � � � � � -, . � .� � ,� � f� � �„� �. , �� r� ( ,at� wez.. s�t. �r' ' - `_' � � � � - , � � ` Sutt. C2 �a � 'k � , EDGE STREAM � , � � <� ! OMIVK� COI � x' ;�` t `� � F,� � �� ��� �_ , �� . � � ! , , � �s�i ' / �: ,t_f:. � , ; ; � > tic � k ',ry � � / � \ �O� / V10 �1 � `. � . . ' I ° � ` RFD � untt t2 . , \,� e � <<_�` � � � / �; ; � �� R,o� � , F�, ca� eo4,3 Pt- _,£` T : , , , ` �� F e�� / , �T� ����',� � .� .� � � �, � � r` 4 , , �, � i �` �\ o�N� : ,� ' ' � � �� / � �� �/ �', _ -. � , � - '� , _ \�. � , � -, _ I � 1 � ��.. � .-. � ., � , � 3."� - K < �.. � 4 i � � \ �. � � �: �.���'��.�� �' � GORE CREEK � / ��/' � � w �-;�r�,�` � � ' � , �, ' � �` � � ��< � �� � ' � � �� � 50' STREAM � � � � � � � � � �;' . , � _ � � j SETBACK � � � � ,a+, �" �`.f ' ' / � � k� ` ' '•- - x ! I � � _100 YEAR FLOOD PLAIN i /S�NG I I � (�j � C' a -, F j , � ` j � �rrc�viutu dY u i htKS� � � G'.yS+j�OF � � � Z �n . � � � I _. .� � �1 � L1.J J ' � HIGH WATER ` ' � � G/� T , � � I O `y` ! .. �K fi j � � �Msy �{� �-- .-- -- � .= � � -� � � � I.,_ •-Y � , � � � -�— � � . . / s � !— T =�— � �� . : ��� �., . t �., �� �� ,, �. �''�FR 1 , � � I u - �- \, yo � , � o ` � ` " �� � _ \� PROPOSED STRUCTURE WALL (TYP) � � �;° � . .., � � . � � � . � , � � II , II � o �� � � . ,< , . _ INSTALL SILT FENCE '�� �..r� i�' ',, , , `�, �' ,,/ ''� � � � .. � rt�� z a' S ` � �r` � � � I � � � I I � O �,�,� --,�_ ', , __ `�. �` � ,/ ' � �. � ' W C'� -� , `��-`��,� -� , - , . �,, �, � � ,� � �, I !� � � l Q o } _ � � `�, � �. � i � --� U ;r ti- ,. . ' � ' , � . � ��` � '� ^ � '�`' __. __._ � ' � � I � -� " r� � � �; `��' ' ��E ° - � ' � � '\ l ` ' PROPOSED GASTOF r`° � 1 ���P � ____ � � I � _ ;- � f f� ',� ,�F� � ' . \ � EDGE OF �SPHALT i � _ � -� Z � GRAMSHAMMER WEST � � � � � i E`�' �w , , , � � I � A "- `j � / % PARKING 1° _ �..__ � .�. � ._—._ — — — ; � ` � Y ` UTI�N PED Q � \ ROOF OVERHANG ` � ` � \ � � �--�1-= --- � - �� `_�" __._ ____ ____ -_ �_ > >. --���.= _1 � Q � � � � � � ' ` :---- . �, i F�,�...., , `,`y ; \ ` i /% } �, ll , �` r_"'' (�'� SPRINKLER e ELEC TR4NS � U I �P EDGE O�j ASPHALT REMOVE AND DISPOSE , ti _ \` VALVE r /� ('d r � � , 4 , , , � l� =2b � PARKING` OF EXISTING PARKING LOT �` '� � _ __ � � _ ._ cns v v ( R ' . y � � , ~ _ __._. ..� � �"`' RIM EL � 8160 6 v J J ,,_ " _ \ O CN � \ t �� \� � .\ � ROCK WALL / ��,� --�' �' L� ____- --- LJGHT INV EL = 8157.3 �/1 V _�� —_``_' � Y J �"�y`;n° s ' . � � 1 , r/ / ,' `�'' \, i� �, � �---- � --.�. .� / `� _._._ I' ___`�- � Q � � --.�.,_ '�^�� / N PED � '�~�� � W � � ' � J f � � � � � + FINISHED CONTOUR�T�1 p� l � (,� ,, � � ` , � � - � � �� ' sErsAC� �> > \\ � � 54.0 � � EXISTING CONTOUR (1YP) Q « �, , J { � � � �` �' � � { �f (r � J � �.y� � � , ` � � / ` 75 m Q "��ri � � , � , L r � � �' � ` ` GORE CREEK � '� `�-� e . . � � � � � � �,, -- -- � 1 � � '' -,,�- --- = v �., , i � 1 \ , ,. -� � �- l � o ��� � - ° � EocE oF nsP►�T `�- �'� � ,Jo T�(P 1 j ��_� I , � � � �'��, .`��, , , , + j PARKING � � L4,O � / �� - - � � � , , � o , ,�,�.•,c�' s �_ ,J Z� !'`, 'F ^ ,, � �\\\� 1 DRp, �`-- '_"�`.r 1 PLANTER WALLS °' ` , • �_; � - ``-, ' 1UF�AL ILS __-__ ____----; __._... ---- „ ---� � � S E-� - ';' � . � � '� TI,�N �E�A �-=" i �oN� � �o � � ° � �- O ' �- ` � ' � HIGH WATER � � � �� � ""=�---"��� {- D CK � � f � I ��� r� r� � � MARK , , +49 �-'--��-�1 �Y C -- 1� E I I � , �, O � — A �_ , � � _._,__.. e=, ; � - � EXCAVATE CHANNEL � .--- �'' 52 ��R __._ -'' �� DECK �� _ ----"� � ' � + 1 � ~ � � ���,r� , , , � . ,, � 5 52 �� �"�---�" '�P �' �--- `r � � � t EDGE FOUNTAIN � � � �_-, r{- � � , � REMOVE EXCAVATED MATERIAL FROM SITE � � ` �f --f�,2,5°1�� _ � � --' �' �' � ____ --� � -�-- � 1 i � ,Q `` , � `',.�--., . �---�" --�' � -""" I � r n � :c,.<�« _,. . , ' � �_..-_ � J � � �-- �_- �= ''- .�_'.1�'� ~� f J C7 t� � o �' � V ! ��c �. . � . '� f _ I1 ___—_ gU1�o�N `, � 4 ,� �K��* _ , - I � � �� � � ' ..,�-...--`°-;'---' �OND�NI�N��M `I j � `� Q / i K �pE , �, �, � � F�. , � �;. � � �- � � EE S x 4 9' R ` � ���� �� � � _.-- � EXIS�N �R �� � `� �� � . ��, r t s.. • , \\ ` ` "J' � 1 \�1 '���1�"� � - � � / �-�. . \ ' � � ; . � � � , � � \ � �" � � , ..�..�- �µ J ,, , . , , ,` ,' \``� ,�'� � � t \� / - , _ � � � � �a..� � �}. � � , - . � ' 1 �` - k ' .. \� � \ ' ' �1' `\ ,\•� ��.. 1 ��� ^ e JY c ,� �l 1� t \\ " `� �. -� . \ �� �� � � � � � �OT A � ��.�, . , — 1 � , . :. , � 1 � ; , , ' z�-� « ` \ `� �r ` " . EDGE STREAM � � � C-? " �'�� � \� � � � � ,- \ \� � , } ,�� �� f :-= -� � Revisions: � ' � , � t l \�, � � .�--' �--�' �` � ' � � ��L �NG t ;� - � _ � � „ - � � �� ` __ � G gU � . �°` i��. - ; � � , , ` ' t �� i ..- � --�EXIS�N t 1 � , , 1 � � ,.�- _r,..r i,._, _ � . � � � �� __ _ _--.. w f`'�� �`p,�� � , � �� �� � � � ��� ,- .�. � . . 1 � �1 �;r - _ _,� � _ � � � !� � 5� � - _ � � � 1 �; � . . .. . , ` „ �s=���� ; 4 � -� �. A GRADING AND �DRAINAGE N�TES� - , a� i, }� ���-� '� � _ r,< ���.�Gr 6 a� ^ ` `• -� - ��=<< ' � _ _ 1. The Contractor is warned that conflicfis with exis#ing utility services mny exist. Prior to beginning any t � '1 �i �, ;, �,'�", � , construction, the Contractor shall contact all appropriate utility companies for line locations. He shall then locate ail ��-' ` � "�-�'�_° utilities :(including depth). Any conflicts with the proposed construction shqll be brought to the attention of the ��;`y ;�,; ` _` r ,' Engineer so that minor line or grade changes can be made to efiminote any conflicts with these utilities. All existing �- � ,:� �_ "-`� r� ' ° , utilities sh�all be protected from damage by the Controctor at no expense to the Owner. :.:.�r°` � � - , : '���' ��� _ • � � ' 2. AI( construction shall conform to�municipal or district standards and speci#ications and be sub ject to construction . � �`V�~- f� ' observation by there representitives. Copies of municipa{ and district standards mus� be obtained by the Contractor. - � � ' „ � �� _ , E,,{wy �'`�, � _� a �. Contractor shall not scale drawings for construction purposes. Any missing dimensions or discrepances in plans, . ` ; �.- � _ - fie l d s taki ng or p hysica l fea tures s ha l( be broug h t to t he attention of t he, Engi neer. If the Contractor proceeds with ;�;:,'� " ;} � `�' ` the work without notifying the Engineer, he does so at his own risk. , P0� R��/s ;',.��� , . , A � ° �,0�••PS s'M-.�TF�' �. `.��' , � � 4. Observations of work in progress� and on--site visits are not to be construed as guarqntee or waranty by the °.�o� 9��.o a ;. -t Engineer of the Contractor s contractual responsibilities. 3��, f . . � • . . . `- , � �� . � 5. Contractor shall obtain at his .expense all permits and inspections, which are necessary to perform the proposed � � , k ` , +o �� i � - � work _ ° ��� , ;- . , ' _ t ",� ' 6. The Owner will provide certain construction staking. The Contractor is advised that this may not be ali the _ ��� �,,;, x;<< ,� �M - . stakes he will need. Additional staking will be at the Gontractor's expense. ,, �, , . ���`:� i�` - � � 7. Grad� from all buildings to provide �positive drainage away from structur�s. � �Ct@: 5/5/98 , � �� �'1~��{'rAf .J+�'n`, ` '�� 8. The Contractor shall provide all lights, signs, barracades, flagmen or other devices necessary to provide for pubfic �; � -x, - - safe�y in accordance with the currsnt Manual orr Uniform Traffic Control Devices or as required, "" ° � ' �� � Project No: �9�72.d� � :_�,t� €_°; ° � ; 9. Provide dewatering for ground water encountered during excavation dnd trenching. �i° ��;'� "� �� , � , _ „ ° � ��+ � �,�;�,;,,� .:�- �t ` , 10. The General Contractor is to keep a copy of the construction activity plan at the site at all times. '" � � Drawn by. 1$�N� + r r��„` � � yY. � � � if'WI. 0 6 199U � k�' � � • 11, Refer ta the landscape plans fa� all site hardscape �urfaces. � � .�„ ��� � N��'„� � � , � C I VI � S I TE P L A N ° � �,���8 ��� Checked by. �sM �ro_.� � .;t . - , . _ `. 12. Safety is the responsibilty of the Contractor. AI( excavation for r'oadway, retaining walls and drainage facilities � ��� ����� — � ' f` � � , - and ther trench�s shall meet OSHA requirements. ' ' . C1.1 1»=10�-0�� � . . , _ , , , , , Sheet Qf „, , . �'-�.-" - _ �4 y . ' 13, Contractor needs to conform to the terms and conditions of the NPQES-SWMP Permit. � ; � ,.`� , -� : � ` . ' " � " � - � , �� i �' `�' ' " " 14. Contr.actor shall not grade irtta 100-year fload plain or 50-foot setback unless otherwise indicated. � � ' �,<R ,r ,� r- � , , , • ' r . I�WI1 �f��(� � �i (:',_ "„�:'f, �' � . `�� 15. lt is the Contraetors respon�ibitity to protect al! trees} shrubs, bust�es and ground cover in a manner acceptable } � NiARCIN ENGINEERING LLC . �a�" µ' �� - to the Owner and the Tawn of ,Vail. _ , , � , � ' , � � ; �: ��..�=� : - � � � � . - _ _ _ P.o. B C)X 1 Q 6 2 . ���- � �� ;;�,�:;, � �,�� - z � , , << � � � . �_ ; . � � AVON, Ca 81620- E- ; , s � . � -q , � , F.�� � � � , � (970) 471-3393 F.AX (970) 748-0274 �z�� , � ;n . C COPYRIGHT � _ � � � '.-� �����' , . � , . � , y . , kti,_d..�. _' , - - , ' , - � — - ' i � { `� � _ � � V�.Ri,_ �i...�.-.mVj.�-^('`,-,-' °_-: - ' ;` - _ ^- , - . T .'� , .. . . - ',- � ' .--- _ - - - _ i;--R- ,_ -_ __-- - _' ^ - _ ^ - _ • ^ _ . � � _ _' - - - . ' - i - � � � . _ , � +���•�� , _r - s • _ _ �t• '*,���� a�r: ,�,`^~t�; c `� ` ` , ' _ ' � ' N PED \` � � _..- ____._ __._.__ ` � _ , - ' .�� #_ _wF�� `� , j � . � � � � Pierce , °),.�_ __ �k•�e'A^ ' V - � ' t � � ., 2 - =,� :.� f� _ : � . _ - � - �o-r b, // � , I Sega��berg & �Y� Y�t'•'ij� '_Ty�� x � � � t . 1 ;tsy� -x.�-,,����.;.,y:��;�.;.� . �,. '� - , � , BLOCK 5-B �� � �1.���_.-�._=s� . , � , E Associates �;���� :��= = _ ��� � � � ;. � , � � � - �� / {I � Arch itects �'�p'9'•`� '`^' l ' 1 �q '' ``��a.L��i..,=`i t � � _ .� xs� A - - . . � / � � P.C.�=A.1.A. „,�.� , - � , aRCHi�cau� ,_��y:'�::°�'�� '� . � -��-'r;�:,����=��s �'� - _�_ ' � � - � / � PLANNING - � - � ��' � INTERIORS '4'�:l:r?%�w ,��. , , � ' 1> Fkis�� / . �r''����� ' x °-� � �� . ' � c� � � , �n onb. ;�,s% -`� _ ��" , ;, ' ` ' �� l�RF� f ' t` '�'� f � o0o south Fronto�. R!oMoa =>k ;.� �1,4 , , 1 (L F . � � ��I TN. �70 476-4�33 � , \`�. eR�p / F� a�4�a-�oa ''t- � `� ' - . � ' ` ��.. �F e � � _+�,s�,4��= � ��` j � � � � ��� ��°.�i'�i�st .�� ♦ �� °��c / .- �� - _ , � �� s�n. cz y�A=Y��r$; _ � . � _ ,�\ � o.�«. so�oz �, .� � .s _ � � � �� ���i .�t� . �r�N � .� �i . , _ _ \� � � .,. i 4:l4' � . �'<�'�'" TA i`j, ; �`� � � Fi^�co :i t:, ' . } \ Of'Aos �, 'Y `�h� - ' o d1O Mah Stnet , M � tJnit 12 ,. �, ;=�i`�=_b _, GORE CREEK � .� F��Ts 1 �t� H�rt':,�. ' r� $ �;t; �, � ' W fQ�i '� :i r> �,J� � � � Y�'a>.s�'..�. �-} .; � � � ._lF �«ya•ni•i-'�' ��` y°? -.-_ _� J_ � :`� ° a� DESIGN/BUILD STORM MH #3 0 •� A~ � - 50' s��n►� ' � CHANNEUZE PER CDOT � � Y iR,;,i.ySA�yM1ts,` �'Fir .. SETBACK t ., ;� Fx M&S STANDARD M-604-20 w �„_ `s�`�., _ - , , � � � _ f 1 M � SnN RIM _ 53.15 � w �N =;`.'�jYA� „ 100 YEAR FLOOD PLAIN c � , I N V - 49.49 I � � t�,��y�; , _- , � (PROVIDED BY OTHERS) � ,q�, U � � '°� �� ' °� � � ��F ENCASE STORM DRAIN PER COLORADO � I � w _=��k;;�}��� i� � � � � � �Rq �_ - --� ( DEPARTMENT OF HEALTH STANDARDS O I F; ,- =�.u�i�4 V � � tiisy ( � , �--- -- - -- - - - -. � � c� - ..;� _ � q ►- - � �:� '��v.,y��'4 Y; ` � �MF r � � � INSTALL STORM MH #4 I �-�� �� .��' . . � \ R Hp � � RIM = 57.5 ( � � �'� � � � PROPOSED STRUCTURE WALL (TYP} � �� INV IN = 54.4 VIF � I I �h=.,1�' ,i y4,Y!`. � .. \ � � � INV OUT = 51.50 ( ! �' �`�� ' ` SUMP EL = 48.50 I � I �.'r:._`-;��; `'�' _- , , � � � � � ��.�t��-� . - � � � � � � ( � I (� c? _ � �,n � � � ` f ! I ` �„�ti..�y ��. ;_. � , _ ����}� : �� i � � f, I � W -� sfr, \ 1 I �. �w���t� r , � � � � i � ' �-� = z. ��� � __ _ _ _ _� I � � ��;;�P r � - PROPOSED GASTOF � � 1 I ` I � ���-Vw� �''``" ( GRAMSHAMMER WEST �� � i � ( I I � O �;•''��� ��ti� � � f ROOF OVERHANG � � UTILITY PED � '�"" � �:`�y�h °-_�:r � - ` � , < < ��____-- = �.--- - � - = - � .- - � � _ � - - = � -- � � �' Q 6' �,�r ��^��'Y° , � �- � � � � �d�'�°� -kk„,F�°�rY� _ � EXISTING 18" STORM DRAIN TO 8E REMOVED � �'' ��� � _ ._ _S�E E�-.�,,�-- - --- W W O �;�'�°�_ °M��� ' - -- - - - - - - - - - - - - - - - - - - - � - _ - .- .- - - .- va�vE - � ____ � � (7 _l �:°`�sr;',:. - �� ° �, � - - - - - - - - - - - - - - - - - - - - I ALL 6" DIP S - - -- _____ ._____. _` ____ - -cAS vaw Q O yy F°Y *''v t \ �� /� �-�-- -��� �� --� RIM EL � 8160 8 ! ' �pp,-.a�=�'� . ��(GN � � ROCK WALL /�_ '� 1'- _,�,�� _.,.__ �-- UG� INV EL � 8157 3 I J v "� t..������ �.. ' � �� ��---•� �,� „�-�� �� ���..- _..�,,.,� � �'� � � ,1', , =��' , � � ,,,p• � ���� -_�-� � � N PED � � � � � `.� �t�� � �' � " ' ,�, �� ��o) �'� I � �5�;','�d.j`{ ;a Y�.:1 � � � SG1�f'�CK � {,' \ IN�A�� 4 � � Z � ' - ,�'. ' , `� 4 LF J�, . O 8" � � � `�'` 3 ' � 0•5qO 75 C9p� � �.49� �' � ` _'.r"'� ''� S RM Rp,IN � f ° ____.. � I � U ;����° ,� " � � GORE CREEK � �g� TD � � /��� � _ � /� � - x. � ; � � ST A�L 7 61-F ',' '-' � l,l J m W '+�if�`'�:_ `f; �" F ,' " ' IN _ � ! �. / ( _J ��� � � � � ��-:� �"��:_ `._, � Rp,WIN�s s __ -._ -�-� / Q� � Q �.;,' ;'`� ` = � �a„C�.5qo CTUR A� � T p,l�s f -�`� ° � - y � - � I � � Y W ���� �a;�<<<�a' _ � �o�F � .�pN DE � --- �,-�o o, C� � U '`` ° ' ' ' � -3-� l�C _„__- _.-�'--"' ` � Z � � �.s,��.�tl. ,1� � _ GENERAL NOTES• � _ � =���EY � _-- ----- � � � I� � ¢ � J �,�. " ;;r , , ��.---- "' F�R _�__- � � I N�AL �2"X 10' I N , � � �I � C� Q ' r:';�'-A. � 1. The Owner s represen#ive will designate staging areas. ' J ,,!f._--- ___- --'` ` ' � --- ZURN Z 12-CG OR APPROVED E AL �'l�,S, � � f EDGE FOUNTNN � � � � ;;��>=i ✓��� �`- -�'---- _.--.- � '� ''J �1 1 ..`- -'' INSTALL_�..S � DRAIN � 1 o MIN Tq! ti�, � } w zl " �,o�''�`�j-+=,;E°`°=�, 7, The Contractor shall notify Marcin Engineering LLC, and Eagie River Water and Sanitation at least 48 hours prior � ---- "� GRATE EL�= 56.5 � �s� q�l � � Q �L y.;��,:- :� �:-� } � N�-�RLC STORM MH 1 -- ;,��;, r:� .X �r-�,;� � �to any sewer or water construction. The Contractor shall coordinate dil work with MARCIN ENGINEERING LLC and the .,_._-- # '`�� _---- , � �s c� xI O , -- "- ;°�yt.� - `Owner. � 8151 5 y --" CHANNELIZE PER CDOT ` �!!,..,_._- �,�, ` z w I-- ;�_; _`�• ,.�.t ' e,5,.2 � o c �j� M&S STANDARD M-604�20 ��--- G �, c`�oo s* � 0 ����fi�"' �� ` t = � � � _ 3. The Contractor shall test all sewer mains in accordarlce with ERW&SD st4ndards. RIM 52.0 ��'"� ��M Bv��o�N t � �i,o CONTRACTOR SHALL PROTECT iX I --� � .� ��;:�;�:��''t'`,� ' ' � INV = 49.05 � D�M�� I � `�t� � FOUNTAIN FROM DAMAGE ' '>j''''t'��� r$`f ' 4. It is the Contractor's res onsibilt to coordinate work with Earthwork or other Contractors to ex idite work m an \ '� E ��N � o 'p�c ,�� Q �- 0 ;�w�`�:��`�' ..�`� ef�cient m4nner. P Y P ` � !.- REEKS�p ' '4 �� � I O � .r Y< "�'� p°Y��.. . �Xt�'-� ' `s��'N``� ' ' ' � EX�S�N� INSTALL 1 ' 12' TREN DRAIN � \`"�---�'`��' '' I = ` � �`°�`''"'` � ` � 5. Marcih Engineering LLC assumes no responsibdty for utility locations. It is the Contractor's responsibilty to field \ � `"� �"" ' ` "�°��"" ZURN Z-81�CG OR A ROVED E I�AL � `;�'��;;,:t,.'� °.+� - :.�y�.��' �,-,,,, s r� ���verify the location of all utilities prior to commencement of any construction. „ � I , Zv,,,✓�,,,�;_' � , , ' ' INSTALL 6 � DR 35 PVC� DRAIN C�D MIN cas vn�vE INSTALL 42.8 LF 8 c9oo 0 0.4�: �-- :�;'�;�.,�.�,:,. °�`.��,, � Q �„�;°.�..,_�-�.�,�W°�. � ' ', 5. `The Contractor. shall take aU appropriate precautions to significatly reduce any potentlai pollution causeed by his � � � � INSTALL 45.5 LF 6" DIP SERVIC ' � Q. �z,,xP-„ �..,�, __„; ;� �v`� ; �;%�:� �� , • dGtivlties, including vehicle fueling, s�orage of fertilizers or chemicals, etc. The Contractor shali have identified spill INSTALL END SECTION DESIGN/BUILD STORM M '#2 ��.. �. v. ; ,� � � � � Q �,�.�"-•;��'°� ,-: , prevention and response procedures prior to any activities at the project site. ' ' � INV = 49.00 CHANNELIZE PER CDOT \ - #:����� �sb�,�z _ �OT A - <C �::�r..�;: ,_� w , , il I :?=����t� =-'�'�'="t'� `��,� The Contractor shall minimize ali of site tracking. Alt soil tracked off-site shall be immedia#eiy cleaned up to ____- M&S STANDARD M-604-�'� ���:''`,"s_{�';�� `o °the s'catisfaction of the Town of Vail. _ , RIM 53.00 ' � _ K:�_k` ;N : `^;Rr- dF 1 INV = 49.44 �l "�3``���:-- '�==:s°�" 8. All excovating for utility trenches shall meet OSHA requirements. ' I � ��� ' � ' CLEANOUT (TYP) J__._ � _= � � , I a��;'�`s��"`� ` ' �`� . . � .� �;�'r�",��, 9. Contractor shail keep 2 sets of contract drawings marked up to fuily indicate asbwit conditions. The drawings � � f � � � �;����=� '� '�� -shalt be provided to Owner and Marcin Engineering LLC upon completion of this work, Contractor is to provide at ` � � B p�NG ' - ��_� u'L I "'�'d���' v Y_=� J least two ties from physical monuments to ail fittings, valves, manholes, and services. \ � r� � �S'(�N G �r�ar �� � � � �� / _ � __.- �x� �� �,-.;'.;`_r"i r;a_a-� �'" 1 0. T he Contractor shall maintain traf�c flow at all times to the sotisfaction of owner and Town of Vail. The ___. ; �-'��`J- � � � Contractor shall minimize traffic disruptions and provide adequate safety precautions to ensure public safety. � _--- '� / � I _ , - 3 , � �� __._ ---- -� INSTALL WYE �� -, ;: �� �.' "." � � . � _,-- '" ' �-- � � : � : . , ^ � %/ � 'x���:��� ' ';Y`` ' � , 11. !f any groundwater is encountered contact Owner and Marcin Engineering LLC immediately. ' r � � t'�.r Y i n ��Y��. �k ' � �ij= •.:�c..1'yF�Y�w y " ' ',25j`ir 1}'y:. a -i,��;�`�, -f--:-�ai�. -, 12, ?he Contractor shall maintain existing drainage channels, culverts, and appurtenances during construction as t �� INSTALL WET TAP, VALVE I '=�� ., "` � ` necessary to protect roads and property. ''��: �{���� �a� � � ' /� AND THRUST BLOCK Revisions ,� , ;s�..,., 't � ' I : '"`���},'.: ��-�i`,� � 13. The Contractor is warned that conflicts with existing utility services may exist. Prior to beginning an ?� °'��'"'"`"' ° � construction, the Contractor shall contact all appropriate utility companies fpr line locations. He shall then locate all ,�,�0�4= � :- I � �` `�"'�1 - � h utilities mcludin de th An conflicts with ro osed construction shall be brou ht to the attention of the En ineer �� �:�d� -`,'�°�` - �� 9 P )� Y P P 9 9� �� ..;�A".t�� � ;}�7"JY =s o t h a t l i n e a f g r ad e changes can b e m�de ta eliminate any conflicts with these exfsting utdities. All existmg SEWER 4/7/98 ,,, `_ - `�'�'4 K��.`•��»`T;'�'�� �-_ ,y utilities shQll be protected from damage by the contractor. Damaged utilities shall be repaired by the Cdntractor at STORM DRAIN 4/7/98 �` ' ° � � 'c�o expense' to the 4wner. ST�RM DRaIN 4/22/98 �_.��,�,;:-H � � � ' � S� �' a� STDRM DRAIN 5/5/98 ��''` ` ,14, qll construction shall conform to state, county, distri�t and Town of Vail standards and specifications and be � � �,�,,�,; ..;�`, '���':��:`� ',<,�`.��, - °'�• tA°����� �`� :-� ��� subject to Gonstruction observation by their representatives. Copies of stote, county, and Town of Vail standards ,. ,,k.d> -.._ � � -Y'�����r_�:=` �'� ti �� � , :.must bt obtained by the Controctor. The Contractor shall one (1) copy of the appropriate plans and specifications ��:,���-�`� -� � _- 'on the jobsite at all tlmes. ' -. -,�,,;..., �';'� ,'>:t:.•�,,k=:;'.a _- ' ' ' -'x:'`��'�`s,�,�� � 15.,'' Qbsenrcttions of the work in progress and on-site visits are not to be construed as a guarantee or warranty by ; ;,l� �.., ,; . . �-�`�'°'� ' � the Engineer of the Contractor's contractual responsibilities. µ= - � � , -,-y °a .�,��.�� , �:�,-.at;. " � , - , �`= ��,� ,�, �,�,'�, 16. 5afety is the responsibility of the Contractor. The Engineer is not responsible for in, on, or about the project , s'�'�;'Y'�'.�,`} � 4' � _ site nor for com (iance b the a ro riate art with an re ulations relatin hereto. ``r P Y PP P � P Y Y 9 9 g,�.;�- f , , s- ,.�, _ 'A. :=•-� °;f�- - s"y�`v"'�• " " �17. It is the Contractor's respansibitity to protect and preserve all trees, bushes, shrubs, and ground cover in a r � x�;"�J �_.���`-,; � manner acceptable to the Owner. � k�r r- .��`�� - � �' °' `��!� � , 18. Al! materiols and workmanship shall be subJect to inspectron by the the �wner and/or their representatives ��„"ti =`';��:��. � 't'he distn�t reserves the right to accept or reject any such material and workmanship that do not conform to the � >t'�;'-�`�x�" �" Owner startdards or specifications. �°#�y r,���,��,� � , � _ » ����p.RE�� � , .,. . . � �=-���'�"-_ - ' 19. Sewer service line to be 4 PVC SDR 35 unless otherwise indicated. � o�, � s � . <,�.,�z .> �y::_ - � , .h i�e� :� • ��,rF� `u � �� �a r f • _ '��-�'=`� ' . 20. Ali sewer lines shal{ have a minimum of 5 feet of cover, if cover is not availiable sewer line shall be insulated . 3 . , : . � °`_�v_ - - - - (1" insulation equa) to 1� cover). ; , ''��s�,,��;.,`�,-=��;- ' ' - . � `>,°F `_' ���;'w - 21. AIt water lines shall a minimum 7 feet of cover. All water services shaN have a minimum 8 feet of cover. S�0 •• �-� ,r , � . `r�°`-���;' ` ' f� ' Insulation can be substituted for cover (1" insulation equat to 1' cover). � �qK �.+` - y � -Yyt'�� �.1' 4 • V .,,{,�r-- � _ 22:. 1'he Contractor shall install thrust blocks on all water line bends and tees. - ,� � �*- .-, .k , ' � �j v.�..ti . � : � � / :��:' '`n" �' 23. The Contractor shall or encase sewer line and storm drain per Colorado Departrr�ent of Health requirements FY�'`t� �" ' _ '+t•i'^�:'...� :� ' • :-�-� �.-� --. 24: AY�gfes of water line bends are shown only as a guideline; all bends have not been identi�ed or dimensioned, �`� and �additional bends may be required during construction. ="`; '�.;; � - �'Yx 4,�s- ` i;� . „ 4� ` _ " , ., ;�-f�'F�`�;'.`�'�"' - 25. Water service lines to be 6" DIP. � 5/5/98 :r_;,;.e, , - Date: „w« _ �. ,� _ _ ��=�����`''"�'�'T < � ;26: All' sew�er pipe dimensions noted are from centerline af manhole to centerline of manhole. `�`�';��� �'° _r= � � � - � Pro ject No: 19072.00 � 'k.`''�' r27. Compac�ion of all trenches and bedding must be attained as per specification. v1^Y i k.�. ° � ^ " a`�` y 4 i��¢±a Y✓'F�'....''.�r�j�-� � � "°" = >>� . 28. � The Contractor shall mark all service line ends with fence post painted as per appropriate color, as shown on � Drawn by. 3,F:�=;,�`�;�'�` ' �de�ail sheet ���,{r� {, � f� , a � . , � UTI �ITY PLAN >�;s��,;�,�r:' �µ�t�r�: `° ;� '29. The Contractor shall be allowed pipe deflection of not more than 50� of manufacturer's suggested deflection. ��„�� '�� = �, C1.2 1»=10,_�" � Checked by. TSM `�`��•`"``"T '�,�� ` '- , 34..', The Contractor shall verify existing pfpe or manhole inverts at tie in points prior to constructlon, � ��-_'��a.`� 3`;'��;'% i ' • , � ,;���<.,�;�-r� %=x�,�,` ° ' , Shl°.@� '�� ` ' � S� Y-�x�{- X c� 31,,� 7h'e Contractor shall la 10 au e insulated co er troc� wire, vl�n the wire alan the water line, see detail '�.y,��:x �,°-: �,°�..- - r..• Y 9 9 PP 9 9 � `��..�a:wa,�,�,;,-�,'>; .s#�e�t), and ductile iron water pipe shqll'be cad-�ielded. The Contractor shall #est the pipe and tracer wire �to �'�}"�*" �s�� cor�f�r`m� conductivfty prior #o acceptance. " � ' `,:�f`�y'` ..nyTM .g � , �!�13R�+.,�^1t�4 i f`'{a� _ .� .� " � °i';�"�`" "� � �32.', �A.11 woter mains shall be hydrostatically tested and chlorine testing sholl be done in accordance fo ERW&SD � .,,,�;,, �°� , '`°,'=„ �=`-a` �°5� st�ndard specificotions. ,�����:,,,,,t. �_ _- � _ _ �!iARCIN ENGINEERING LLC �:��;,,�=:�='.',Y;� � ' `33.' Manhofe rims shall be set Qt an elevation relative ta the pavement in accordance with Dist�ict requirement�. P O BOX 1062 ��:b;w;a=�`�;`��•�` � . . � �,�,,���,,., k, , � ,_Precast�adjusting rings shall be used to adjust rim elevation to �nal grade� The mQximum acceptable ve�tical AVON CO 81620 ,-�=== °�,�' �; ° � odjust�ent is 14 inches. � . ��.'-,:=,�;-r-.�i� ;- , _ �' ' f r ��- �, .„�y�� . , d � ��Z2� �`'� _3!�, Co�ttr�c�or shall sawcut and patch utility cu�s to the sdt�faction of the Town of Vail. (970) 471-3393 FAX (970) 748"0274 ,Y��;;F'y ,'r;_," _ , �,a;�K, a =��`- QC4PYRIGHT :�,Ts��,:.�,`z'�Y �'Y�^pyl�r.:c,,�t � '1 _,� �" - - , . " ,- ,. ' .�►1`+udfK:��•;^��ir F.^��ya'r .� :°'���=�,' ,' - , � � • , �.5.'��A5'�flF-1G�{APfSHAM(�ER,�ADOYTIDNISTTE PLAN9 dwa Wed Mav O6 i5 3i` 21 1998 � � � . - � 'o- � jj����� ���� �-....- _� �- ` ° __ ' � .. _ � - � .r - �r... frLL.� 'i5�'l�F` � i ' � , r �r '�< . -^ - � `+i�' �� . Y ' � �� t��- ,�''i ur'� �� _ � � 1 a . � � H, .' ".��c .. - ` � - _ - ♦i: _lSr�'a 9'��f d= a q�3 f-��� " ` _ ` �� t � ` t��fr� . n i�,•h .b;tµ � a�: :;; - � Pierce, �°:���;��������� `�n�,-�E.= - � � � . � � Segerberg 8c �t�a��.,^ -���".x - Associates ����,����, � �°� , _ � �. Arch itects �fi�`��':��,��r.� :'�-;,� � �� � P.C.—A.I.A., t f� =�'"_ � _� ` � ARCHiIECTURE �� ��:y.;� < PLANNING � INTERIORS [ 4� ��>, /�� � F; � Y ^ 4 �$�y 3 {��C�.+, rft ` • • � • - l+;j SlF✓ ( / � � a,�} _- . , - . 000 South Fronta� Roo7d xiY�� e � y �.y�����=:I • -4.a-� - ' ' T� �7� 4/V�TTiJ yil . ' -^iha A _ ��n'4..n i`L�P . . Fa�c ��476-4608 ��, _ _ `,,` �_ ,: , � �`;fF',';*�` " .- , � D�nvwr OfAo� ,.� . . ta17 Wbz� St. �_� _.; . , . \� Sutt� C2 �R r'��w - ��� ; � _ [ G .. t •' t . •YIU ,��/��111�� . �` �i% ;';� v i L �'+�,K ' •� `- \\ ' •��/ Y_`..�-�Y-Y"-` `' " � �O � YM�• r,�:^�' �, , � - �� C t!n!t 1'2 °'y�. - R b� ` ` • J_-- � ���li �e X; r' •�•����� �ry^� � � ' �\ �kM'{ + 1 � [� \� 1z�_`�q�� 'h+ / 'b, ` /�V E.' ._k� � . - � � , Tq�� \� �-�� ' � ''� - . , �'' ,o \ SUMP � : MECH) . t, . , , . , F � � ` ° - ` RF �� ��� �� �.`� . r C / ��-5� �,n�V- _ ��'R ' � rg � � ,y; _ _ - .�� , , �I,�iN � �.,��,` ' a���L', ; \�`�./ !Yy j „ �f ` � �v'� - ` / � '��° ��R � " � , � ///���\ � , „4t tµy .t `�+ ` � � � �y R�r.�w uri=,�;,: = W � �„Y� �,��1� _� x.d� , . � �* . , `..�- ��..� -.w��, . � u . - � �;=;iF�*#M � o n,: ;,,.; , . � , - , - �,� �y�.�, � _ _ � � — o �i;�F^ Pe J�� { ' � � �S�{~ +�tl ^y1i � Hk� � � � � W W o �'r h ���'r�r � O �� ,�..,�r� � ,� � � � �=�� �� Y �- , �° � i � SUBDRAIN NOTES� � -' � - ��T���-�, � :. � . , . � � ' �- �'S<<`,-.:aM,u�°s ;° �°_� 1. , Refer to Architectural drawings for floor elevations � _j ~ ' ; � s�Y ,.� � — Z - °�"';` � � .' 2. Refer to Mechanical drav�ings for sump detads. � � j � �;". T � „ ' , 3. The Contractor is warned that conflicts with existing utility services may exist. Prior to beginning an \ �J�. (,� ��;��',�° •�"' �`J^`3�� construction the Contractor shail contact all a ro riate utilit com anies for line locations. He shall then locate all " R trt ' � PP P Y P m ',;�-, �r�'��,�=1�• �"�`� utilities (including depth). Any conflicts with proposed construction shall be brought to the attention of the Engineer (,� . ,' so that line of grade changes can be made to ei�minate any conflicts with these existing utilities All existing �"'� � � � J � � N��',� a";=��. �`� � " utili#ies shall be protected from damage by the Contractor. Damaged utilities shali be repaired by the Contractor at Z � � (' �-��fir Y � " �rA ' , no expense to the Qwner. � � Q , 'k^'_� , ' ' � � .��.` , � Y W �`�,'V�,`�.+�A' ' - - �. Subdrpin/underdrain installotion shall comply specifications in a soils report titled "Subsoii Study for Foundation r \ G� U , , ��:�rt�,'� �� ` Design, Proposed Additian to Gasthof Gramshammer Hotel" prepared by Hepworth—Pawlak Geotechnical, Inc. � � J :-iJ',,•;! ; ,,, � ��. �kva ``~M1.~ F , � y � W � J�y �; '" � r + � \ � � n � ` '„i;,L �`�..td � � � ` ) w �, y ' ' .� \../ Q � �J ���` `/� �.. 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Y - . s �i ' w � {'-�ir �� : ", �� ^�� � ` � , t �y" 'F$Y'„ ' �`'t- � ^ ' Ia �� l� � ° � � �(4)N0.4 EPDXY COAiED REBAR P i e rc e �+ � \ 018EDb�D 10•INTO CONCRETE ' W FNDS BENT YO OECNEES AS SHOWN [.` .,� a " {.�E 5 t> ��` `� `! ' � ' � � MIN BEARINC SURFA���R 4 MIL Yk. '{ , � A . FT(FOR 200 P9 INTERNAL PIPE PRESSURE) � - �:fi� ' � DISPERSE WtGE ROCKS IN THIS ZONE ��,�E�n� . Segerberg Bc �r ,,;�_, , ` � , PROMDW ROCKS DO NOT ItJ1ERFERE WI1H � BONO BREAKER 4 MIL Assoc i a tes 10 GAUGE INSUTATED COPPER NARE Pq.YETHYLENE BACKFlLL COMPACTION RFAUIREMENTS � �� � M e ' BOULDERS GREATER THAN 18'TO BE REIYIOVED �`` ` ,; _`.` ` � SHALL BE WD N11H ALL PIPES PLA511C(TYP) � �� , , ' FROM BACKFlLL AND DISPOSED OF OFf' SfTE j- ;:���_ . , , '�"��� Arch itects �..�- ., �.F . , _ }i` � � V N� ROCK ALLOWED GREATER 1?iMl 6` � If DISTANCE OF CAD WELD FR061 PIPE TO PIPE �G����S�►� VER7ICAL 7HRUST BLOCK - SE T�ON • • • • • E - a' ' � - , or�nric�r m n+e mr ac TMe v�vE P C '�A I A t= .'s ,l � i � � �� W1LL 8E REQUHtED ON THE OPERATING NUT 3/6'PLYW000 FORMS COVQt IS CREATER TMAN 9'. AN CXTENSION S1E1/ � � , • ARCHITECTURE , - ',' <+ ��;� � .'- , - PL�ANpN��INpG 4 ',; : , � , \.' SEE SPECIFICATIONS FOR � . '/� ra►iuw e�NG wo�aMUw B�Porocs IN IGf�IVRS � � COMPACTION REWIREMENTS /� DEEP TYPE SURFACE AREA- v •• S�1ttFACE AREA- k� , �� TRENCH BAqCFlLL VALVE BOX IJ� TAPPING CATE EDGE OF DITCH . SQ FT(FOR 200 PSI �..�" SQ FT(FOR Z00 P9 �`�,r�-°� TM � ,�./� • `,R �, { YARIES � UNDIS1t1RtE� APPINC VALVE .i �" . RlIERNAI PIPE PRESSIJR� •, �. INIERNAL PIPE PRE�1REy � EARTH �E� • •�' �, �fAO� Y ��_ ,. ' ' �- , 1MREADm PLUC AND CAP �'. ' • • �M ��..�a f� ' ��, � E• TAP H 80N0 BREN(ER��` UNpI57UR8m VW .7f�vi FI�ItO� ROVd ��� ` h}, , 72" ` ,ya�� , n � POLYE7HY`IEN� EARTH � ^J«�O M!`� ! . � � . �/ . t Va O�oi7 ��, �,' .° �o ;. - -'r- .�i�r �„ NRtAP 10 GAUGE WSULATID /� J/B' � FORMS �1 ���!Ae � * .'_. ` , - NO ROCK ALIOWED �'M1; � .. BEDDING ZONE COPPER WIRE OVER VALVE BOXES , ALL SIZES� (TAPS 4' AND OVER) �� � _ GRFI�TER THAN 8� PROVIOE SLAdC ON WIRE 1'-0' �-- 6'-�• UNDtSNRBED F�i �♦ /4/v��vW �., . w ,.�Y/� ;�,� , SEE BEIOW � vtCE 7MS) _ _ Ewrn� t . t,� J, .� .. PIPE SUBGRADE, sT�eruznnoN �;` �� -,� � _, .. P� 10 CAUCE INSULA7ED COPPER MARE BENDS PL.AN DEAD END PLAN �� �� i� Vr ' MA'IERIAL If REQUIRED �-'���� ��j SHAt1 9E Wo wITH Al1 PIPES � ��7 w0�� .�. � :�; x.`-_ _ � - , < j NININUN BEARINC SURFACE � '„ N, , . � ' COIIPACT BApCFlLL TO o87i STANOARD IN7ERNAL PIPE PRESSUR�� � � � + -' � ' . e PROCTOR TO AIRFACE TO SUPPORT �� �p i �� TRE CH ZON�S BACKFlLL t COYPACT VALVE BOX GRADE 1C��{�� � Jny, -, A§f J _ _ � TO SPEqFlCAT10N5 ' �.' 7 �71� � '" i� �, R - - � VALVE BO%BOTTq1 '�' .. � �APoNG 2/S ^ �. C, ,, $ ; , ,� �TRENCM BAGCFlLL-..` COMPAC7ED 3/4'�1ED ROCK 4•P� � VALVE BO% •t•,���•.. SO FT( 2ra� oo asi � 0 D PIaE ��'. a10 IilOh1 Sti+Nt N 4�r Q sw r� .r�., >>p:d y VALVE MIN BEARING SURFACE AND GATE IN�PIPE PRESSURE � • �� 'Z ;' , � �.�,�,�.:..� � COYPAC7ED 3 4' `s�,.:-.�ysry-����••�.+�' � � : F � ) BEDDING uNDIS1URBED �'=, _ `�` ;':�`o' ' ,�a�-so��FOR 200 PSI . F 80443 " q., , . � , 'y .•:_ s�s•v�rw000 Foa►s ' " `�,j , y� t � ����U� IN1ERNAL PIP PRESSURE V�� UNDISIURBED MATERIAL �h1 �i '; ; g.`,' ,- ' - , �ROCK �','"�•" �Ly,� � , � i � ;;,` ti; COPPER YARE TO 10 GAUGE INSULATED COPPER MARE �TM � ,�:I n� ��� � Q , +; fd10W WATFR MAIN T�pp�NQ pp - TYPICAL CROSS SEC710N �'•n"1�`�`^' _ ° . : �oQ: �:. ,:�.-. . r*� z zz_, a�ws ° o � TEE PLAN • • • s�u�eE uro w�n� �u. i �s r• r �t �� � �, ;o��°, +x;'.` � �� • ,,.` ,�• ''-"4"; �;��; `� �� �D ±-'.' � MINIMUM BEARING SURFACE (SF) MINIMUM BEARING SURFACE (SF) �a . ' . T t .�` .y' ,r, ���+y a� r'` VTUVEC GATE .`�� � " •r •t"�` y r•�;' . BELL TYPE PWG� - • u� •s � . L , . ' •,�'�`•• ' .M , 4' �q�FOR 200 PSI AND LES S �p�FOR 250 PSI A N D LES S �«� ,� / .:' • r , ,�,r' `Y• ' - WHE1tE REW�RED 92E BQOS �p(t 9ZE BENDS 1FE OR �' ' � �`� i �•,� r� ;.� . � s,' ~ ' ` .v n �. � • 11-1/ 22-1 4S 00 DEAD E?I 11-1/ 21-1/ 4S 90 S` . � °�� "��a •t�. o S A f�s,.�1'1` f" ,+A� �.. � ,i • .. "'t�"> > . ;'�• ► 1 e S1 6 z 11 s �Qo �','^��, x ' � / � �j�Y��J:Y�` i ' �t ? ~~ , UNDIS 1 6' 11 25 S.0 00 a4 E' �'y 6' 13 25 S.0 90 64 6' % N :� ` •- � ,,, , 6' e' 6•MIN ,. � 12' 2 7 3.4 10.3 19 3 73.7 12' 3.4 E 7 11 24.2 �0 � ' � � + � � 1 4OD. r'3''� ' : �W �TM • . 12• \ \ \ 10' l0 3.6 7� 13.7 07 10' 24 4.7 923 171 120 � ' _ PIPE SUBCRADE � • . •, , , , . � �t� � ,', � ''. ,I �� , - • 16• �.7 0 3 C 1 33.E 23.0 16" S 6 � �' .e 11 6 22 7 �20 29 7 t.- , .. ,' °- PIPE BE ING ZONE • � ~"M` ^-;T' •; • .�, � . � ,,t� ,y'+ •,�,,� ^s= ,`�,� . . � / • � s� �s 14.3 zao s�e aee xo• ,,_ :,�� ��,;, . ,.; �,.:.. .°�;• ..�� 90 »a ss.o es.e +s.a � ,. _ �•'� `I� "• r ,�' •�• '.+ t,• �� � (NO WOOD BIOCKING SHALL F�,�� �� � � � � � � 6 G A T E V A L U E IN WET AND/OR UNSTABLE GROUND BE uSED) �5, �'c' ` A . �q V�� THE TRENCH BOTTOM Y�ILL BE BROl1CHT 1 FOR 200 P51 WTERNAL PRESSURE.INCLUD�NG WAIER HAMAffR � ` T O C R A D E W I 1 H 1-1/2 R O C K T O B�D BREAKER 4 MIL POLYETHYLENE 2 M E G A L U C R E 5 I R A I N T S M A Y B E U S F D I N C O N J U N C 1 1 0 N W I 1 H 1 H R U S T � ,_�+ , P L A N F O R S I� WYE WITH 43'E l B OW PUSTIC EVERYNAIERE CONCRETE BLOdCS MATH PRIOR APAFtOVAL FROY T}iE DIS7RICT •� _ (ALL BELL FlTi1NC5) N TS SUPPORT 7HRU5T BLOqC �p►rTAC�S PIPES, FlTi1NG5, BOL1S, k 3.N9UTAW/AREA REOUIRED WII.L BE 1HAT OF AN B-INCH MAIN �;'"� ' . " " NUTS 4.ALL TFiRUST BLOdCS SMALL BE FORMED TNE MINIMUN �a-''" T ° ' 1}6q(NESS FORIA NATERIAL SMALL BE S/B'PlYW000 K� ^ . -- r - _ ELEVATION S BEARINO AREA BASED ON SqL BEAf�N6 �. �� � �� � 4 P I P E B E D D I N G D E TA I L PRESSURE OF 2000 Ib/af �'"�za� ti ` � � �;�_M'�,���,�� � . ��- . �wA��R, sEwER, STORM oRAiN ExTERioR� C LE A N 0 U T WE T TA P TH R U S 1� B LO C K ��� " ' ' ` IV T5 , ��T`"' AI TS 1�I TC _ � Z � �� , . . , w _ ��:��;�'�` ' -� � '° ,' �� ° `' '� , I.i �;. °�_'� � , � � _ �, . , - � � �. , �f,.7 �. �" " n -, � O � �k� �.. �.' � ` � � �- Q �,` .. ',t�,, � � � - , , W O �� _ � , _ . � � C� -� � t ,^ Y r , '_ y � 3'TOPPINC SLAB � Q� O �: , � _ �,IIOIOI.�OQ,L� J � �� r� � �,~~ ' ' ��� � \\ BUILDIN6 WALL � RETAINMG WALL(RE STRUCTURAL) � � w �a ` . \ q�e✓ . ; � �o c � � �; � 0 D BELL PLUS 4' . � �: Y ' 2Z-1 � FOR SENER SERNCE TAPS oar�cim s/a' \ `�¢�o:_ • �� � �' � ,Y ` OR 4y'8Dq Aro4b�MR'�E SA�OOIE� K'Ieilm�bOC � 0'4 �4 � � . • L 1 . . ' � Z x ° CWdPAC1ED S/4' Y� «e^ � �� � `�` � � y g)�90!�T APPL�CA110NS(NO CLEANOU» � �� � "g Q ��i SCREENm ROCK ' f �°, q % ' �r � CdJCRETE�AB(RE S7RUCNRA� Q` = �''�„_;� , ---�511ALL MAVE A 3Y t.00A1W0 q51( aam� / , ' _ J ' INSTAIlm AT iNE QW OF STUBWT � .. , - / ,� ��,' GARAGE FLOOR � I O y oq.� � , � � r,:�" , r '� �o °° 18' 108 MANCOR � ��~ � /�, i i� � � CEIITER�WY£�ANQ� \/�����%� ��/�!/ \'/�\� ��I,4 W � Q � '' � • ' • � 'f � r • ' • � � � :� � � � � J/'�� 1► � ' ' . � TO BE PIACED N!UPPQt y• • � � • � / / . . TiND Of SEMER MAN V I � r!L lU�dUiO[ ,(• • t •• 'r R� � •� ' ,~ � W � ,ry � ,�' . � � ` , � � , " ` a• ` � ' +,i. , ,r • 6'MIN vROVea1r u►,� , � .� ;, „ � I� (' >.,_ ., ,, r� ., e's,m.r�r�ce Posr- �1(�l `• �- ,. , ,' . , ° . � PAMT TOP 1'OF POST CREOJ • _ � � '+ k r_*. " \\ A�� • O` a • •• w FREE OR/JNING GRANULAR MATEWAL ' FF', • ' , \PE�MA-J01111'870P qi EWAL- 6'MIN RE SOILS REPOR � � � � �, U E' '�t�'_ : ' ' �� 0'SlEfl fENCE P06T AT END OF � �.,`" y � , P��������" � � F0071NG(RE STRUCNRAL) � � � _ ,',; �, � � J 5- R �,� 4�PERFERAiED PVC DRAIN Q �r�� ` � _,��"�t - � �` � ��� _ � � - � , ��,��,r,�a� � -� . ' TYPICAL SECTION .• a � v � 6's.�'� '� � SERNCE UNE-SEE SPEQFiCAlIONS APPROX 1'A80VE IAAM Q � • ' GENERAL NOTES. � � O �,�-r�� � � .. «�-,,,���_� BUTDON0T8URYATA " ' SLAB UNDERDRAIN �` `,- '•, k;` - ` DEP7►�oF'MoRE tww K 1 SEE SEWER AND WATER PIPE BEDDING DETAII FOR � O t;+ ���' 2�INSUt�.4 ON SHALL BECNSTALLEONONPEALL PIPE THAT ���i � - � J � �'� :�; , b ' ' DOES NOT MEEf MINIMUM COVER RE�U�REMENTS. SEWER PIPE NTS � - + i F'�' 3 INSULATION SHALL BE INSTALLED ON ALL PIPE THAT INSUUTION DETAIL Y;���y � ' ' IS WITHIN TWO FEET OF ANY ORAINAGE CULVERT THIS APPUES TO THE BOTfOM OF TNE PIPE IF IT CROSSES � „„ ' , , PVC CAP O Y �� � 30� � �� OVER TOP OF THE CULVERT. O � �� . . 4 _ 3Q' � �- . � - . . . Sp�ing 4na �^� ` ,= . � ��-�` _ , ' � � � �.`° � �`�� � � � , TYPICAL SECTION a ��,�� _�.'� �. �=-, �� � ���`��,u � � � �� STORM DRAIN BEDDING (INTERIOR) Q � - . �e - � Q � � � � � � SEWER, WATER PIPE INSULATION ��-��; �-��� = � : � R SER V) CE CON N ECTI ON �4 S E WE NTS � t� �� r� ; N 0 D E TA I L H '' '� -� �- - ' � NTS �`� � � N TS � - , < < �s , r'- � � v , - , �' , � � � , �:., ' o .- r_�'r , , , K'�,., ' - " � � Fk � � F• ' • _ �:rSY' 1"..tr . ' _ �y �,��r� � ; ���_ � - ' Revisions: � ' � `: -`'�� - � - C .-A `� NISHED GRWND SURFACE � r ,�y _ , , MUST SLOPE AWAY FROM " � ` " P O S T STRUCTURE AT LEAST ONE HALF �',�; -.�^,",�y, . FlLTER CLOTH FOOT NATHIN THE FlRST 10 FEET �_- ' ' 10 FEET �- F " ` t.s��= �° + K j FENCE 10' (APPROX.) -►{ 0 5 FEET / � • . � i i � i i i �_ `'ry" ' ' I �- I'�� �Ii'�=I' � / �COMF�ACTED �y pY BACKFlLL j �`e-'`,". ' . ' -� `. �..-� 1 -•�-�- / / / T� i ' + ��II � �� � � � ' , , --� ''� / INSTALL MIRADRAIN DRAIN T1LE � "` OR EQUIVALENT FROM TOP OF FOOTING, -- �`r Y '1 n ` I��I AS SHOWN, TO APPROXIMATELY 1 FOOT �;� ' -� Y^ , ""�, � ' � - - _�'_ ' ee�ow rnorooe� n�ue��eo on tioe , '} ' t � a "� :` MIRAFl 140N ��.;;;.� ` � ` FlLTER FABRIC � �, FOOTING (TYP) E, k , , , OR EQUIVALENT .. . . �•_� ° . ', - � . �� � . . �{y j - � 6' RIGID PVC � � � � _ � ' . PERFORATED PIP / / 'A �=-�' , % � � � MINIMUI�A SLOPE F� ���� �� ���� � - � � SEDI M EN�T CON TR OL 1X REQUIRED � _; „ , GRAVEL MUST EXTEND 4' BELOW , 4��,.~ , � -; 80TfOM OF FOOTiNG EXCAVATE - - �•< t+'� +F�" � F'E N C E 3/4' FREE DRAINING GRAVEL UNDERMININGXFOOIING,TO AVOID ,�, ' ,,y � ' -� t , • �'�� , , . , _, . � E�'i� �'r'.:y1,_� , , ° ' , GONSTR�GTION NOTES FOR FABRIGATED SILT FENGE d9IES. ��P������� ST ���:� , , '°� '` `t � 1. WOVEN WIRE FENCE TO BE F'ASTENED SECURELY TO FENCE 1. EXCAVATION ALONG A FOUNOATION WALL MUST MEET E,t� '��' . , � v �� � i� w "�� ��- ^ , � POStS W(7N WIRE TIES OR STAPIES. OSHA RE�UIREMENTS FOR TRENCH SAFETY. : O _ � : ��' ��PS M9•�+ �µ` °� "% ' - � 2. FlI.TER CLOTH TO BE FASTENED SECURE�Y TO WOVEN WIRE 2. THE MIRADRAIN DRAIN TIIE MAY BE REPLACED NATH '""'� ` ' FENCE WITH TIES SPACED EVERY 24" AT TOP AND Mlp SECnON a/a" FREE DRAINING GRAVEL TO THE SAME ELEVATION AS THE � ` � - � . 3. WHEN TWO SEC�IONS OF FlLTER C�OTH ADJOIN EACH OTHER TOP OF THE MIRADRAIN AS SHOWN ON THIS DETAIL -o � . � �• � ` w� ' �, � • "J'`�';,- , , , THEY SHALL BE QVERLAPPED BY SIX INCHES AND FOLDED •• ��� � �\ ` ` ' � � 4. MAINTENANCE SHALL 8E PERFORMED AS NEEDED AND MATERIAL �� � E� EXTERIOR FOUNDATION � - �� � - - � ' r `' REMOVED IF "BULGES" DEVELqP IN THE 51LT FENCE. WA� DRAIN � � .'y",'��, : `._� T ` - � �� ' ' POSTS: STEEL EITHER 7 OR U TYPE OR 2" HARDWOOD � � � i :. ' . . , � FENCE: WOVEN WIRE, 14 1/2 GA. 6" MAX. MESH OPENING �r - , ;� '�� ��- . FILTER CLO1N: FlLTER X. MIRAFl 100X, STABI L I N K A T1 4 0 N O R N T S � _�;' „*-�� � ` � APPROVED EQUAL. ���l � , PREFABRICATED UHIT: GEOFAB, ENVIROFENCE OR APPROVEp EQUAL. , � •� , , � �t` � - F,t �_� . , � Dcte: 3/9/98 �� - . ,� , � F�=.,�� , . � � , ��,,� ,� _ . Pro ject No: �9072.00 �;, - , , �., t , ��-. _ �,...- ,�;. - - rawn y. �aF :,. , .� , �., _ ' Checked by. TSM �� � ° - . ���;��,�,�x .� ,a � , Sheet Of . �Y .,, .� _ :. �.�:����t° r , , � _ � � f- , ���r , -;�' . � , ; ' � '�` � � �� ,� � � - � � NiARCIN ENGINEERING LLC �=:=e t` ; ��� � - . � � - � � � � � P.O. BOX 1062 �:r'Y` ' - .y ` .. .. ° � �yx.� 1., , _ . � , . _, AVON, CO 81620 ! �. ��w � , .,: � � . � , , , , ��:�_�,:% , . - � � . , (970) 471-3393 FAX 970) 748-0 74 " �., T , _ , - , C COPYRIGHT �_ . i� .` - ` � � - ` �- - -��' � _ _ � � � � ' - � � R, , - __ - � - - - --__. - -