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PRJ06-0297 DRB060299.PDF
� , � � � 2oa6 � � . . : . � � . � , a.. . _ � . , . � � . . s � . . � ; . . . . . . . . :: ' .; f . .. . .. . . . . . . . : . . . . . . � . � � . � � � . � �L�:I"S�'�. �fi i � . . � . . . . . � . � � . . . . . . . . . . . ` �ci . ' >.. ' - � � . � . . . . . . . . ,., � "' �'� . - � . . � . . . . . , . . . . . . . . . . , . ,- �SU .. �� i � . . . . � � . . . �: . . ' ' '..� . . � . . . . . � . . . . . . . ,� ,�•• . , . . � . . . � , � . . . . . :ry '. _ . . . . . .. . . i. . � ,. � p. �, .�' , : "`h. � . . � ,.� .. ,�a . . � . . � � . . . . . . �_ •. .� . . . . . . . . .�' .' . . . , . . . . . . . . . . �.n r' " i. � , . . . . . � . � . � �', . . . . , �., , , .- t ;,. . . ii '� ��I4 � . . . . . . . � . . . . . . . . . . � 4;� ( t ..... . .-: . . . � . . ... . . . . . . . .. }.^ "- , � . . . . . . . . . . . . . . :.� F•.. . .. . . . .. . . . .. �. �is � . . . . , � . . . � � � � � . � . " . . . . . . . �: .� /� �- .. ... .,� �' .., .� . _ _ � .. ... . , .. . . . � . . . . . �}' . , �:. :. , . . . . . . . . � . . . . . . . . 'n,- . t='t�,. .. !.-.- , , ��� f � '�.. _ � . . . � . . � . . . . . � . � .� � , t . . . . .. . . � ^ ..� � � . ir. .,` : . .. . . . . y � -x.� � ,� . . . . . . . � . .� , � . .ar .� . . . . . .. . . . . . . . . . . � . . . . . . . . . � �,. .. ' _ _ . . . . � . . . . ' g� i ,< ti� � � � . . . . . � � � � �. . . . .� ...'r� - - .a � . . . . � . . . �. r. , . . . � . ., .y � �. �. � . . . . . . � � , � . . . . . . . �... .! ' ,:.. " 1'.M . . . � . . �. i � . . . . . . . . . . �m. � � , a ., .� � _ . . . . . ��. . � . . . . �i-q .� ;,�. v,� �`. . . . �. . .�.', �,� �.� ' ` I . . . . . I'�� . . . . . :: .. . . ..,:. , Y� I j � . . . � . . . . . . . . . ,.r�: a "' . - ..�N� - III I II���� .,��. � � . � . < . . r'!U. . .. . . . . . , . . : � . �. . . . � � �������..����� . . . � . � . � � .. . . . .. :. .' d, ix' , .. , . . ,.. � � . � . � . . � . . . . .. �. � . � . . �. � e.. � -a .� . . - �, - � i . . . . . . . .. . . . . . . . .1� _ ' zN$�'✓$� _ . .. . � � . �,, .. '' , k. lit�;�.a^ „ ,�:1 .:;. » v. �„ , � i . . . . .. . . � _ . . .. . . � . . . . . . .. . . . . . • :n. JSx�•{t��. :,, S.,r t`-i�� ��. �� ., , �:., �� ' ,.,�,. - .. . . � � . . . � . . � . � .. . � . . ,., .e ' -.i.�.� t.at. . . �'. .,� �. , � ,. , . . . ..� � . ' � ; . . . . . . . . ..�4:*` . :.; . .;' ... . . I f atl r an e ul tiona. �. i . . , .�`: ,14a h � . �. _ .. : . �� _:� . . �.' - ..'. 1. The contractor sha I conform #o all Town o V ules d r g a �;. �: �• , ; �s � t= �b ,,..._ , u_. . �:. �.. ,� �-� , " ` ,_ „ . , , � . , �, , ,., . �. w ��� ..: : , � , .F;i�� It)r : . � ' � -�: r � I . ;- , �. . . . . . .. -,;,�- .,.� " . a., �'�'T .",.; ; ... r , . ��� � " '' ' . . . p,. ��}I�. T � . . . z;" ...- . ,i .,s;�,�� .>_ .: , . '. . : ?. �� � ,: . ':- M.. ` '. ; i i''�. . � . . � �.. �� �r , , : ...a, ,:.5�,.: '�... .., �::c'. , . ..,.. :.. , .� , . . � . . . .. 2. Contraator ahail schedule a reconstruction meetin with the owner and en ineer for a at least 48 hours _,� � ` ° - � - - ' P 9 9 ., ,�5,s v;. I � .;; ,,. , - . : ;,., . : : ;, : SHEET INDEX prior to start of any conatruction. ;� �x;�= , �:. ; , ; � ��,� .. � � ' _ _ ,,�,, N�. f � ;. , � '" r�nr�r , �..; ; ; , �, - �' i � . . . . . .. . .."` `b.�Y .,e.. ,.,`' �.':_'. .� ,�.., . .- 4 ",.'. :... � ��. .:: �. . '•�. .� - ',i:.. . ,..� . . . ���,.. . ; 3. It is the contractora reaponalbility to contact all utNity companies and have all exieting utilitiea located prlor ����: : ,,,, , , ,, ; . -'' , . .�,a;,�.. 9, _r. ; � _: , <. .,,, , to commencement of conetruction. The en ineer and owner asaume no rea onaibtlit to dama e done to .; �� �� � ° ; 9 P Y 9 �_ , ;: , , : „, ,� � � , �-: ,�:.. .,:;� .. 1 , : -.. , , � : �. �. :,,� , , , ,,.: ,.� ..; ;� ii. -s:. _.. :. . ; . exiating utilittas, Dama ed utiltties ahall be re laced re atred b the contractor at no ex ense ta the owner , ,. <.; : . , -:•� , 9 P / P Y P ;� f W: , ,;,- ;;� � _ �� . x, ? , ' or`engineer. _ y�a � ' �, � . ��.�, , , , ., 9 e�$ _ ,�,. ��, , , i ,. , �, . ' .. ,r,,, . . .. � �,._ . , ` . covER sHE�r s , ,,: �, ����.4�_ , ' '` . , .:_ .,;, . ,: .� ..:.:,. " .•:= s�.;:� ,,»� .., _ 4. Retainin walta over 4 in hei ht are to be desi ned b a Colorado re istered rofesstonai structure en ineer. 5��- � - - � g 9 9 Y 9 P 9 ` '`' .. ,�k ,� � . : .. . ..: � � _ e : .::. , : ., , .. DETAIL 8HEET SHEET 2 ,:, �. _ , , , � , . . _ . ; ., . ,4;�r. �.. , : . - , ; � : � - t ss r ermits a d er t ees �: �..: . �„ 5. It is the contractors responsibility to obta n any nece a y p n pay p mi a f required to � : .�. - ; .� -: ; ;: , , � . ���=: ;. S ER PLA N E com ►ete the ro eot. + "' EW N A D PROFIL 3HEET 3 � pl � ,., . , � ����'� y„ � , ., ' . F '....,. ,:. .� .: .,. . t . . . j r . , .` t ';s. , , , �, A ; �; ` , .z� s; �, r ,.: , ._ . . ,i _, �. , I , . �� . . . . +:. �4 4,.::. ::�. .�.. n,.... : ..�. ::. �n� . � �'.. .. �:._�: ^'4, `4:1,. . . ���.... �:� . . . . . 6. The contractor shall no# scale lans, an discre ancies or miastng dimensions shali be brou ht to the - - ' p Y P 9 , ,,,, : „ ;.: ., . 4, ; attention of the englneer. `. x� �a� ,.; : � �N =. , . �-, C � � �3 - �., . , ,. . , . , , ,, , r�..: .�. .. ., : ,. 4� m�,�- ,. ::' '= ` '�S, , ��, '�' ,..-` �,. ', ,. . .. � � . � ' r�;.,P.. �. : 7. The contractor ts res onsible for all coordination assoctated with stock ilin of materials. ��.�- °� ,r�` �� P p 9 ' , ; : „ . ; � , :'; � " � . . . . . . . . � . . � � . � : � . � . . � , li"yr , .:;... , , -! . .. . .:" .r. ' „ . , `+ .'.. . : ,; ' st .�'^. ..a _a'... -_. . � . . . . . . . . . . . . . . � - . ' . . . . . . . � . . . � �.i, . ... .::��� �,:,.., .. . , .. a.t, � :. . . � . . .. . . ' ' ���. 8. Benchmark. Contact Af ine En ineerin Inc. for Benchmarks. ° -�° - '� p 9 9� _, ; :.. ; - �-. . , , �`. �. , � � : � � ; � . . . ._ . . . „ . : , :.�y.:. .y...� k� : ^� .�y� � .' ., M��� '}`���� .i..,.. z.. ' ��t . . �� ;., ,. ' e � r,,=�d , : : � , .� ,.�„ ' ,' , : , i_ ^,_ r 9. Snfet and ccm Itance with a ro riate safet re ulattons ta .the rea onsibilit of the cantractor. ;;� . .,.; : ,.. , Y p Pp P Y g P Y .: , _ . •. � : ;� _ , ; � , _ . �...:.- : �.. � � , . ! : �, �:, �:- r �. - � , � ,��a�:.,,.����.. , „ � , .,. , , �,�F . .,�.. ;�,�� , .,:-_„� � � 10. ft is the contractors responsibflity to maintain extsting drainage channels, culverts, inlets, etc. during = : . - _��• ; ; , - ; construction. �.. , _ °° , .,. ., V �l� , x,�, . . '� � � - �,. � � z ,� �: . F4. , , .� .. . � . � � - � ' : ; .,:z � ' � � , . �.��..r ...s , �,r, , _. . , � .�., '; . ;;>. . 11 Alf work �hall com I with all a licable codes and ordtnances. ' �:- :r : �`* �.�`�"' ; P Y pP : ` � : _ . o , . �. , � . ;. .,, ,;. �.;; � . - . , , , ., � ,. _ : -; <,4, , � '' ,... , , � 12. Contractor shall obtain a Conatruction Dewatertng permit, if requtred, °-' ` ' � , ; ; , _ � �_:n �� ��, � � ;. . , . . . . ' 13. Road cuts and an other conatruction in road ri ht-of-wa shail conform wfth State and local develo ment ' ' ` ` ' '� � ` Y 9 YS p , . : .�w' - � , . . - re uirements. . - •, q ;. ��: , , _ . ,. _ , ;� ._ . .. , <.. -��. ` ,��::� ` . .. . � � ' . ;. ', ' o I sr t . , ,. ;,. �.., > � . .; - ` " ., ; , ; 14. Contractor to verify exiating site informati n, inc uding t uatures, utiltt es, property Itnes, limit of roadways, _ �, . � _.. : .,. ;. . : ., _ , .��,; :.� , , . . . _ ' �Q. and curb and utters that ma effect the sco e of work rior to be innin site constructlon. - � : � ` � ' " � � 9 � Y p P 9 9 � �� �,� *�1�a��'° , ,. � ,�:.� �,• , ' a.� ' . .: ..g ,, ' �, , � . , ... � >. , ���. ; _ 15, Contractor shall com I with the re uirements of the Arm Cor a of En ineers Nationwide ermit. --' ` ' ` ' pY 4 Y P 9 p � � . ' ; . ,... �. . > : . � , „ '�. , � . ,�� �- � � � _ � ,� �,.,: , . „ , .. . ,. � . : , ., , • ... , . : � , , .. •� �V • � . .. . � , . , � � ,: _ ,I . : : ;_ ��� r::��u�s.� ; � �` _, ,,; . (.. , • � . ...., n � � , . ; . , . .. . x ' �� ; . �.. , - W� a�? �., . . . ... . . ,;' . �j . , - , � �:�- . . :� ,. ... �.:� :. ... � � . . . . . . . ..,...� r. . '-- � .,�... . .. . . _.. ... .: . .�. . ."ai� . . . � � ::. � .-.: .. . ._�.� . :;'._.i,, a _,,:: . .:�.:�. .�� ,, " ' � ' �� � �.,:. .... . .._ ,.: � , .�:,. . .:�... > ��• �� �, . . . . . . . ._ .� h -, ' . . . . . ., . . . . . . . . .:! . �-� . �.;fs_ , �:. ....�� . .... .„. �� � � . ,.,a� ; _ ,ryp���� t" � . ... . � . . . � . � � . . , . ' ' „ ,�L,' , ' ::i� , '., �.: _� �. �.: . .. -�� . . . . '.. . . . .. . . . ' ih ��. - ,� � . . � : - . ^,. . . . . . . ' - . ' f . _ .�. : �, :,wh� �, � . . � , . .� . _ . ��. . �� . . � . � . � .:. : ,; . „�:� .. . . , �., . . . . ,� . . . . .. . . .,� , , . .. .-, , , . �-,. . . ,... � .. �t... . . , . . . . . . . . . . � � � � .. . . . . . .... ,.; . . °. .... ' . . . . ...:�� ,:. , ,. �' . ,..! . , . . . . . � � „ • � ^°.-..._. . . . . . ., . . . , !. ' ,�,..� . � . -�.� - ,. . . . , . . . , � . . ',s3' ..,.,.,��... � ..... . � . . �� . . �- � ' v t d . ^ ._�; - _.� . � .. . • . . � . . . . . . � . . . � . . :, _1 . �; : �,� ; y � ;�:: b ,.���'�..' .-°^L�°...., ' . :: '� , .:� � ::�.:y. . . . . . . . . � . _ � . . . . . . . �,. .'_, .. _.` ' y ' � . . . . . . . . F � ' . . . . .. . .. . . `�. • .- "� . , ". :� ��: �� . . � ' ; �r:. � �. . .. ., �. . �.,��` . , . . . . � _ � r . . �. ' .� r - . �' :� . � � � n 1 � T�:.: . . .. .. . : v ..:: ., .. . ..: . .. :. .. . . � .: .. .. .. . . , . , . .. . .. . �. . � .: ... ... .:...,,_� , ... . . . . . . � � +�. . . . . � . . � �� - . . i . . ��. �6 .I������� ��.�0 Y V Y�� ����� .. . � . � . . � . . . . .. . . � .. . . � � . . . � � . . � . . � . . . . . . . . . . � � � � . � " ��.. 1. Ali sanitary sewer matn tine and aervtce line conatruction, materials and workmanahip ahall conform to Eagle River Water & Sanitation Dtstrict "Standard Speciflcationa for Sewer Mains". , ; 2. The contractor ahall keep all appropriate permite, ERWSD Standard Specfifica#tons and the approved sewer ' plcns (including all reviatons) on the Job site durring conatruction. � : `3. The contractor (s required to submit a complete set of "Drawtngs of Record" depicting the actuai asbuilt '-°� '`°� � conditfons. Drawings ahall,be kept on the job site durrtng construction and updated datly. Contractor ls '� /�-,, ,�-� ''� �ONTA�TS required to provide three tiea from permanent physical monumenta to all sewer manholes, service wye's, � ' �° , ,,.,.--''" ,.�.� clean outs, stub-outs and service ends. contractor shall submit drawings to Arroyo Engineering, LLC upon ,,,. -- � , ,.�-P construction completton. , ���;, ,.. --� ! ��~,` ,� �.,` � �r. . �.., '"" „_,_ ; ��, ,�„ ,,.. ��° r°--` ,�'° . 4. Com action of all utilit trenchea cnd disturbed areas ahall be attained er the ERWSD Standard � �'` ��' ����. , ,,..-�' '� `"� �` � �Y „ �..-�- '"'A -°°"" `� � `� P Y P � �_.� ,,.--,,�° �°` ,-� °'° ,�° 970-262-4024 Spectfications and/or the ao1ls engineer whichever is greater. : � .,,,x�s ���� _�, %-�"" `� �__... .,e.-- � ,,� � ,,,� ,..� XCEL ENERGY- K�' B�GE� � �-� �...., _--- ---- ,,��°`"°� ,.� '�`` � `"`� � '`� � '� ..- , ,��.� �„' "°"`,� _ .... '�°l..�.-- ' __...-. _ 5. All aewer Itnes ahall have a mintmum of 4'-6" of cover, measured from finiahed grade to the top of pipe, ,.-�'"� - ::5 �T�� ,,,�--- - ,,,�„ .--�°�,,,.--'� �.--°' ,--' r' � � � F°�' ,,,.� unleas otherwise noted on the a roved conetruction documents. and a roved b the ERWSD. Ali mcnholea -^�. QWEST - $�r0� �i/�1RR�NQT�N pp, pp v ,, _ _ ,_-- _ ����,M� .. °,,,,�" —` �- ..�-�- �'�" f--,�`�.' �, �.,' `�, ,,� � °°°' � �°° � 970-468-6860 ahall have a maximum depth of 14 measured from the fintahed grade to the invert out, � ''� _,,,, ... -- "PARCEL 3_- - � �,,o ,��, �...�-�` i £ ,a ,�-f �--' ,�-' ,--°' d°' ,, '�._..�r..� ._...-- -� �.�� R, ..-°' ..��'"' �,,^,�"' -°-^''"� ,�° ;-°' �` �,~" �„`w` �� BOQK-348; F'AGE 615 � .._ ..�,.. .� �. !�. ,�- � � ,--° �,;, ,� �., � �.,, �-° ,�, ,—`.. — 6. The contractor ahaU defiver wrttten notice to all affected customers at least 48 hours prior to proposed ahuf `` � " � ,r °'°� ,..� �""' ,.--' '"�` ,-�-° `""� "'� " _. - � ,,,.. �, �' ,�-°�' � _'° �. dtsr�Ptio►, of aervice. __.__._ __ _. . �;.�.�,,.� �°,,,,.� ��}� ,,,� � _ �..-,o..,�-;�"� � � �; ,..�,., �, ,-� °-� � ;- HOLY CROSS - MIKE MIKOLIC 970-74$-4302 , .w...f,,.,.. � � .�-- e,er�' ,.�^~� ��r�-' � � �,,,., � � � ,-,.� ,.� ,,..� �~�' 7. The contractor muat schedule a mandatory pre constructlon meeting with the district and engineer on stte _._-- � ""� %' �... ,i ,-~ -�-~"' .,...-- �^" ,.�..� r°�' ;,,.-s r''` �'"` � � P-°� � �°°' i �°�` �� ,�.: , at least 48 hours rior to commencement of an excavation. _..._ ___,__.. ____ ___.... - � ��,�, � �.:.,- �„ ,..,�.� /� � � � �°' �, ,.�--° �,, ,..-�° �,, �` 97�_47g_7�� a p v , �;_ � � ,F .,° � �� �--` r-�- ,�---� �,/ � EAGLE RIVER WATER + SAN.- JIM BOYD ` �� ; �..— � °"'' ,�"'° � � �i� ,°-A ,,.�,.< ✓' .P.-.r r`°` ,,,,,-° r'.` ,�-'i ' . . . . � . � 8. All sewer mains and manholea ara to pass inapection, presaure #esting, flushing and be TV recorded for r - -- - ,,,��`� � �, defects prior to finpl approvaf. ", ; *�,�,. �-''"` ..✓° �;,.�. ,-°" �, �,.` ' � ,a-� �, ,�-�` �,., �-` � ,�-�` � ...; �, � �..,-�-° ,-�° � ,-� �� ,.� �°, ,..., �, ,-� �', ,�--> ,�-�, ,,,� TOWN OF VAIL - LEONARD SANDOVAL 970-390-4677 � 9, Green warning tape ta to be installed wtth all sewer main installationa. � 't t ,,,-�'"r` `"`� ,-°` � �°` `� � '�d &�P` l'°� �:` � ,�-�° '"` ,---` `'� �-°°��� --°'� ; % ��, ,�,d., �, ,...� � ,�.-'' �, �-' �, � ,,� � � ,,..,� � � �� � � 10. All sewer services and sewer stub—outs are to be marked with a 6' ateei fence ost with the to 1' ainted �''"'�P �`'' `� �°`` `� °'` � '`` `' �°` '�� r' `� `� -�"`"�� 4 °� ° 97�'�'1224 EX ��s ' p P � '°--�,.�,� .-� �,,.p � ,o,, �--� ,.� �°' ;,Y�x�. E� .� �, _ _ °� .� COMCAST- ED JALBERT green. Addittonally a 3M marker ia to be finatalled at service ends. f ��,..,-.�'"�,s �, ,„� �, ,--�° � ,�°°° � �-°�' � � � � xs ti�,,,-- `� r � "`p ,/�MF � �___._ ,,..�...--,-,, ,�- �,, '�, r`e' �, ,' °; ,�� ,..-� � ,---f �, � �, �--� '� � .-�' �..f��-°-- '+� -�-.° �" �, �.. �;���� �„,,,- � . . , . . . . . � . . . . . . . . . � � � � r'` °d (°"` '..� r'�a.�`.°°� P"°' r'°� �„�,` � °,,,,,s f°P '�,,,s a"°` ',�,.r r""°` °� r"°' '�r v,�°° `�.,* ` �:,; � 'l � . . � � . . . . . , . . . . . ., . . . . . . . . . . . � � � � � � � � � � � 1 � � � � p.' � � �p p�, 'f�,/'"� . �,^"`�"" . � �P .... . . . . . � � . . . . -__. . ,�d .,,J ,�! �+ ✓ // � ... . . � . . .� . . . / F° ��.d d' �✓ � /° � P° � !° 0 �. £° ...P d' �f P`.- ..F �� . . . . .,s �. o . . � . . k .� s,e ;.�h �. .f^'_,.�s tt :_ " �,^�. . , . . � � � ���. <.. �9 �,j _,.I �J / >. �d . � . ... � � . � . . . . . . !� d'° � .J !� J„A.P° �J t°. �.B I°� � 1� � ��! � � F'�' .A°�e^ �" � . . .. � , -. 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MH: 0860 OF SiLT FENCE. . m � ." � .`.' �, Z � r�°�° � � �/ � � � � '� �.°°''� � � STA: 0+00 � ��" . � m° ,� �. . w o o ai p � �✓ � �,/ � _ ..�..r --- � RIM: 8Q82.42 °a'`a ."0��`"Q".` .° ��m°' ''�J � �,�r . � . . � , . � � �`" �-'.� �`" r° �..�-� _,.s �`"" '� �, INV. 1N: 807��"" �'� 53.13' SN ' � � ��► o ,�-�° �~'� �°" r' ..- � �y�� p+00 IN�L,.-0k77: 8073.22 HOR. lEN3TF1: °.�5'FA�`(3-F�7r�3�@ � S � r'''"�.r � � / . • ` -`<" � �. .,.-�-"�`� � SED 8" C900 ��R MAIN ./� `,� R+1�•�8��.6����.' � .` �l� � �---! --------- PROPO / � �IN .•IFI� BQy�:b3 � m � _ ,.� — � � �,.,�`EXISTING S" P C SEWER MAIN , �`d`�IN .<OIJfia°8U7S���' , ��-,�"'�C� � �"�' � , ��, � , . . a . . b . , F�REST R�AD � ��'�� � 100 YR. FLOOQPLkIN ' " ' " • • ° " ° ` l � � � . . � � , . � o- F Cla U y _ � � _ „ � / ` .�,.- � ,,. .�""'�' �°�. A c��, � � � .•� �,,. � ,`° �'o,� �'� �,,.-�° r� , �� � �/'��� ..°Y"V ��'I.��►��I�I�C�7'.� r° -----°- ��', ��' EX. 6" WATER MAIN � � . . . . . . . . . . . � . / ../ S . . �♦ �,/'V w� W ♦ ry ♦ V T ♦ tr ��.�,� . � . O . . . . � � . . � �r � ••�'� . . . . . . . . r � s .. �m . e v a o e � . � . . � � .� . • r . e >. ,.�.,�.�IY ".,".«�.�-�-'�.�."' � � . . � . _: . ,�,' ,._.___s...�. ,y.;-�'=';'�,-,*'+ .�..� r CORE AND SEAL EX. MANHOLE. �,/'4 � � �'O � � Q RESHAPE MANHOIE TROUGH T0 � °-�'°T` --m°-°�. � F` � NEW INVERT OUT LOCATION. � �-4 �� �_ ...�.-°--°-'.- ���.,�"",' . ��� I{�0 / , / � �,�, .. ��,� � � � t� --°�' !�_ °f � � � �� EX. SEWER MAIN TO '`�,'""`",�,� � �� � 'y�.y �� � BE ABANDONED � � � LL II�&�RB"ED AREAS T � �� $ ..�- 'Q � �� � -�-�. , APPROXIMATE 100YR FLOODPLAI� RESTORED TO ITS IGINAL �''�� ��,.:�-� �,q � C3�� � O ELEVATION ESTIMATED FROM THE G4R CONDITION EVEGETA �% � � t� � � CREEK F100DPLAIN EVAl.UATION OF �MOUNTAIH EE IX. ��� �°��` � XO�,/ cpx �,� �.r.. ; GLEN LYON SNOWCAT 6RIDGE. ...-- �-' .� ��/Ojo �� --°-s- � ,4 �„� ------�- .._...---T''' � - G � ; � ..�-- ��► Q , _ ,�._____ �° �'' �'° ��C��� _..� .....-.�° "�� �r�. CUT AND CAP � �� e__s.m-.e.-v.� EXISTING SEWER � -p-�°.� °�.,.--.,-" ; MAIN EX. 6" WATER MAiN � Z T ,,�4�t ,.� � � W ", ', �N ` ����� �.r f �'�' w w w w w � Q : �A ��,t`�` ���.� � / � � EXIS . M: 340 C � U N P L A TTE D q E P �, ��� s�A: ,��� Z � 10 .�-�-'''� ������° ____�°-� RIM: 8108.32 � Q ._�. , -''`�� ��i�f`$�\�� IN . •8086.59 EXISTING 6" PVG SEWER MAIN � � � � � ���,,,. 19� INV.Q T 80 . �� � � �/" � EXIST. MM: Q320 „ ���� RIM: 811Q.26 � � � �. CORE AND SEAL EX. MANHOLE, � Q RESHAPE MANHOLE TROUGH TQ NEW � -W INVERT OUT LQCATION. REMOVE EX. L(JT 15 VAI L VI LLAGE, SI XTH F1 LI N G PIPE AND GROUT OPENING. � � Q � ..''"� � � � �,.,■� � ____ 1 � � � W W 't > C.� oc W W C� W ; � J s�20 � � � �� J O��N�p� � � ,� � —cy� ., � ����� �E,q.,�» � (A�Z? , � �� , i'"'� ' t`+ ...�'" 8100 Q �'^ � .°� o v o ,�y� � 'u°��,�°° EXISI'ING GRQUND —�"�.. ,,'' "/ (n � � �^ � g'r�oO � � N� • O Z� ^� � /'f �aa�..j � ..�>> �" '-"' n yC+ . m F o''�zp a �z? . 8 p N,Q .. . , ,,...--� �v~i a z? /" � �p'16�0 ' _ _ / ' ��Op� ,-.�e .�.,-- .� % g6 A6 ' .�„ "'".. .�,. ..._- ��N� C _ $oso -- -- — — — — -- -- 0 •�, •s � � SLO E +� 5.74% PIPE: 8" C9Q0 MANHO�E IN RT TO BE SLOPED � � LENGTH R 54.2t AT 15� MIN S INVERTS DEPICT, � � DATU�[' ELEY �i ao�o.o0 0 'd- t`� � tf) N M ONO 000 0�0 � � Q .,'' v 0�0 0�0 0�0 0�0 oQ0 CO � • 4 : Z o+oo 0+50 �+oo SCALE� HQRZ. 1� = 1tJ' SANtTARY SEWER PR4FILE " � ' ' SH E ET VE RT. 1 14 2 �: , _ ._ � � � � r ` ' � � � ALL MANHOLE STEPS t� PLASIIC COATED � ' MA INDUSTRIES � W TABLE 3-1 , , ,, ,, , OR EQUAL � DISPERSE LARGE ROCKS IN 7HIS ZONE � �,� �„ PROVIDEQ RQCKS DO NOT INTERFERE WITH BACK FlLL COMPACTION REQUIREMENTS � � ^ SEWER PIPE COVER DEPTH MINIMUM EASEMENT WIDTH REQUIRED � � 1 � "�,�• eou�e�s cREa�R niAN �e iNCHES To ee ReMOV�� � FROM BACK Fl4L AND DISPpSED OF OFF SITE. � 4`6" TO 8'6" 20' '' + � � 8�7" TQ 11�0° 25� •� .,° F.•LO '� �,� NO ROCK ALLOWED GREATER THAN 8 INCHES . ", � � � � �. . . � . 11'1" TO 13'6" 30' y , � ^ � ' ..�,�-_. 13'7" TO 16'0" � , i• N ,.., .;�: . 35 � � 12�� ,�;. � ` . . SEE SPECIFlCA710NS FOR � _ ' + COMPAC110N REQUIREMENTS � 16���� T� �8�6�� 4Q� ; �,:, a', , . � TRENCH BACK FlLL ^1 � VARIES L.X., 18'7" 70 21'0" 45' PLAN —� .�"� � ` 21�1�� TO 23�6" 5p' MH FRAME AND COVER �2�� �'� '��„ ;` HSZO LOADING RATED OR EQUAL ` PIPE SHALL BE CENTERED IN EASEMENT 2�_pN � ,� ' " " . � �' RING Ec C4VER-SET TO '��..'� � " >,.�: t NO ROCK ALLOWED ..".,."'�.,�.... ' PARALLEL FlMSHED SURFACE ,..•" GREATER THAN 6 INCHES � . BEDDtNG ZONE "1 �;'�'��r„ SEE BELOW •• ���� � b. � PIPE SUB GRADE, STABIUZATION �'�,,, ' ¢ � " � MATERIAL iF REQUIRED � . . . . .. . � . . � . �. � � � . . � � . . � . 'a� r M �. , �� . � . � � . � � . � � . . - . . .� � . Z ' ,: ; 1-9 '� 't , PRE CAST ECCENTRIQ CONE �/ EASEMENT WIDTH �� t;.`� MAX� ' � '"' ��� INSTALL. 1" DIAMETER RAM � � ��j .' . � 9" ;,+ NECK(OR EQUA�) ON INNER AND LOCATION TAPE TO BE TRE�CH ZONES ' Ni+� ' a', OUTER RINGS, PROVIDE 1.8" PLACED 24" ABOVE ORIGINAL GROUND � '; • DIAMETER RAM NECK ON PROTRUSIONY LOCATfON wAPE TO BE h � '� MANHOIES LARGER THAN 49". PIPE OR 2ANYA90VE �,y.�r+ � � PRQTRUSION � � . . � CALCULATE EASEMENT WIDTH � � 6 � 1:1 SLOPE 1:1 SLOPE , � : � AS FpL OWS: F , ' DEPTFf TO TOP OF PIP�X 1 X 2 +3 FEET 4 d� � , "' PRE GAST REINFQRCED CONCRETE � ; (ROUNDED UP IN 6 F00T INCREMENT5) z � S" MIN. � � :' MANHOLE BARREL PER ASTM-C47$ rA EXAMPLE: 10 FOOT DEEP PIPE � 26 FOOT WItSE EASEMENT � p ,;, 1$^�p,C. '4 WITH STEPS `r� c� "? ', �"""^^-TRENCH BACK FlLL cv, ALL MANHOIE STEPS:' --� ;�; INSIDE UP TO BE HIGHER ' � Q :- PLASTIC COATED 4 ft DIA THAN OUTSIDE UP , � , LOCATiON TAPE TO BE MA INDUSTRIES �'� , ,�'p ,,;;^: �;`,�,.q � 3 TRENCH 0� EQUAL q�c��' �,,�, .,�. �y ,.,ep'.�;,', N Z � PIACED 24" ABOVE • �CS,'^'r, ''�:'y;�;,,�,;•�; �,,,, ,, ,�r � P I P E O R A N Y �� TOP OF 9 EN CH p�p E P E N E T R A 1 1 0 N G A S K E T C O M P A C T E D B E D D I N G ��"; ���, �;,;��;,�"":•"'�' ' '-� ':;: ,,, . . � , �, ,,.;.., �, MATERIAL •.;����;� �., � '� ^��5,�� ' „r.; � ` PROTRUSION ; . , PIACED IN CORE TO ACCEPT , „ . . 0;,, ,,,;.*,':, PIPE' KOR-N-SEA A-LOK ,,,,��,, IOCATION TAPE T0 BE � . , , , HAND SHAPE AS ' � � � 4,�'^� _ PLACED 24 INCHES ABOVE z , � . . ;; PIPE OR ANY PROTRUSION '�; � �� � NECESSARY AROUND � OR EQUAL �;; 5.�.�•;,z y,Y"'"•,�P+ � n BEDDING �t�j j'";�;t, PIPE TQ PROVIDE , ;�i,�.q�• , , ZQNE � � tiy tir ■ DRAINAGE :�,, �, ,� ,� � � � . , � 4„ •: �,� ,�. � MIN. ' \ , „ . , , , . . �� 4 . . . . � . . Y'� � .i jr N '�� ^, .� .y . � � ,. �� '� ' �y'� ..,t., a . . �. '.� ' UNDISTURBED "�,�' ' '' . PIPE DEPTH NO LESS THAN MINIMUM �OW SOIL � ' � ' \ . /+ ��, O'A'' ;CAQ;�j,, ,i :�' 'Qi�, '� � � ..: � . PRE-CAST MANHOLE BASE AND Rp,;��`,, ;,` r`,•y,,,,,'S,�� ,O�' MINIMUIuI EASEMENI �O�QIL�. "; ..�,'�'� ' �:,' ,•'' ;;; e"�'M��i. :,,.. FlRST BARREL SECTION�CAST JT�� � ,` ' j � MIN. 12" COMPACTED 3/4 :•a: �'.• ��� ��• .�, •• ,� . ��.,,� • MONOI.ITM►C �4STM-C47 ' I ` `i� ���,�� • • � .'�R ��r ii tr SCREENED ROCK � � � :,; , • .� �.,,': , , �irr�� � ;�, �, � '� �.,'r � '.;, �{�, �.� � � PIPE SU9 GRADE ���4 �.�., , . , , , , . . , , „ , �• , . .. ;��� MIN. MIN. MIN. „ � P�PE BEDDING 20NE � 6 ft DIA � eao�e rs�v�t w��a� ,�ENERAL NOTES A ¢�Riv�w��e� � �...��, � G IVE� RAI� N� � SANITATION DISTRICT �� SlANITATION DISTRICT EAQLE RIVER WATER de 1. ALL CONCRETE WORK SMAIL CQMPLY WiTH IATEST s�ir�no►r ois�rRicr rA � � Z V,: , 1. PIPE SHALL BE CENTERED iN EASEMENT ACI-318 SPECIFICA710NS. � � 2. MANHOLE TROUGH SHALL HAVE A MINIMUM OF 2" DROP FROM ENTRANCE THROUGH EXfT. � �� 3. FLOW CHANNEL TO 9E SHAPED AS T4 NQT ALI.OW 8CAl.E: DATE: M*�N � � SCALE: DATE: STANDINC WATER. SCALE: DATE: REVISIONS: � REH9�ON& REHSIONS: � ,�oRO,�: �� W �- APPROVED: APpROVEG: Sewer Specifications �6 �ewer Specifications 52 Sewer Specifications �1 � �- �„U � ..,,._.. Q � � � � : EXTRA STRENGTH FILTER FABRIC ! � � _ _ __., . --. ADD WIRE MESH BACKING � ) W WFtERE RECOMMENDED J ALLOW FOR �j AND FENCE�N � STEEL OR � ATTACH FILTER FABRIC WOOD POST +'"��kti''�v�, r�, ' ""t� SECURLEY TO UPSTREAM , •'�,,�'�r.�w„r•'.,�.p,,�'!�,y.,,r,,,• W ^°'4�`kih`�"'}°7.�.�?"c"�!'p�,l,W,,'",�. 111 SIDE OF POST + ..�. .,.y�M,�.�,� , � , ,y�+v���,M, � �� �,�.v.;��;�,�� r, . ,w'��t+'> ,fi.n;!�sa;,+,�c .t�a� � � ,,�►����r,�1'�,�� � m Y 5 Z�.. , �ir"� ;Su e^� .. � , , � ' � � � . . � . � � . . . . � �M1{��' �<'r'ry � 4 �„���1s1��r�Y7��,yO��•,�oMS� . . .. . . . . . . . A ,��1�" a�re�!i` +a S .. . . . � � � �� . . � . .. . . . . . . . . . . . ;�,:y "�»`w`�iP�'%i"�.�''�"p'"�,�ti,�"c�;•��d . � � . � � � � . � . . . . . . . . � . . � � . . . . . . . � � � � �v'r�r1-1��F�'M1Y;p��A . � . . . . . . . . � Q . . � . . . . .. . . . . . . .- . . . . . . � . � . . . . . . . . . tr1'o��G��r�S��t►F"J�' � : � . . . . . � . . . . � . . ' +,�" ° 10' MAX. SPACING r..*�� � / � "F1GaL 3/4" MIN. �AiN ROCK �. -„p'4.Nt' e•MiN. 0 ��. . ... � . � . . � . . . . . . . . � . . . . . . . «,�e�• � .. _ . . .. � . . . . . .. . . . . � .. . . . „r Y )�;{. 1. � 12'MIN. F s 12'MIN. � 4"x8" � HACKFlLL TH COMPAC7ED � TRENC,I'�D�jAIL �STALLATION 1MTHOUT TRENCHING ` _ �36" MIN. FENCE POST C __ �N a M'�.����a o)w�ni v���aani�—� t,p �� O � �a�nN, � I ' /— UNDISTURBED GROUND N � i � � � EMBED FlLTER CLOTH�/� (� MfN. a" INTO GROUND ib'MIN. r` r' � �� ., . � . . . . . .�... . . . � . . . . . . . . .� � � � . . . . . � . � .� . . . � � . . -� . . . . . . v . . � .. . . , � . . . . . . . . . . . � . .. .. . . . . . . � . . � � � Q . �.� t� G�N.��t�tucnoN NoIf.s Ff�li��BtSA�o si�r �NCE O P 1, WOVEN WIRE FENCE TO BE FASTENED SECURLEY TO POSTS: STEEL EITHER T OR U TYPEQR Z FENCE POSTS 4NTH WIRE TIES QR STAPELS. 2" HARpWpOD. 2. FILTER CI.OTH TO BE FASTENED SEGURLEY TO FENCE: WQVEN WIRE, 14 1/2 GA. 8" WOVEN WIRE FENCE WITH TIES SPACEd EVERY 24" MAX. MESH OPENING. AT TOP AND MIQ SECTIQN. _ ����� 3. WHEN TW(� SECTI9NS OF FlLTER CLOTH AQJOIN EACH FILTER CLOTtf: F�LTER X, MIRAFt 100X OTHER THEY SHALL 8E OVERLAPPED BY SIX INCHES STABILINKA T140N OR APPROVED AND FOLDED. EQUAL. 4. MAINTENANCE SHALL �E PREFORMED AS NEEDED AND PREFABRICATED UNIT: GEOFAB MATERIAL REMOVED WHEN "BULGES" DEVEIOPE IN ENVIROFENCE, OR AP � THE SILT FENCE. EQUAL� � '� ,, J; "� � � , �,f