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237297 � ' - 23'�2q� ORIGINAL TO CITY CLHRK � , CITY OF ST. PAUL FoE Nci� NO. OFFICE OF THE CITY CLERK COU CI RESOLUTION—GENERAL FORM PRESENTED BY COMMISSIONE DATF i�HEREAS, The Department o� Public Works of the City o� Saint Paul hae compiled and authorized the issuanoe of a looae leai volu�e entitled "Standard Detail Flatea for Street and 3s�rsr Cunstruotion" , dated February l, 1968; and IiHLREAS, Such Standard Detail Plates have been so oo�tpiled to �aoilitate and ioplement public works beina perlor�ed �or the City oi Saint Paul and under its direction; now, thereiore, be it �ESOLVED, That such Standard Detail Plates are hereby authori$ed, approved, adopted and made a part of all contracts entared into between the City of Saint Paul and varioua parties, in �rhioh references made to such Standard Detail Platea for Street and Sewer Construction, for the conatnsation of public iuprove�ente, as sueh Standard Detail Plates have been ineluded in oontracta entered into subsequent to the date of this reaolu- tion, a eopy of said S'tandard Detail Plates for Street and Sewer Con�truction dated February 1, 1g68, being attached hereto and inoorporated herein by reference. F�RM PROVED q Corporati nsel Ado ted b the Council ��'�� g�g 19—. COUNCILMEN P Y Yeas Nays � �°.�� P' 1�� Dalglish Approved 19— � � �In Favor Meredith Mayor Peteraon '� Tedesco A Sainst Mr. President, Byrne ' �eLr� �R 2 �� t �'y/ DUPLICATE TO rRINTBR , ��q ,/ CITY OF ST. PAUL �OE NCIL N0, b OFFICE OF THE CITY CLERK COUNCIL RESOLUTION—GENERAL FORM PRESEN7ED BY COMMISSIONER DATF w��l�� '�#±� ��gt�.rt��n� of.�tatbl�.� '�ark� ��' th�; City ,�t Ssiat F$u.� �a� +eomp�i�.e� ax►e� a�t&+��i��d the �,��uanc+e ar� a �.��a�� lea� vQ�.'ume �xt��.tled "S�andard �}��a�f� P��te� �a►� S�reet and Sewer Coastructi��"� dated February �, 1968; $nd �'HERF,�� u�h Standard De�ail �"i�►�8� ba�e bee� �� c�npiied. to f€�oi�.iEta�� and �tnpl�ment pu'b1�t� work� b��.ng pe��oar�ned ;��ar the Cit� +��` Saint i'aul and uncler �ta direQt�.au; nQw, ther�f�re� be it i�ES��,VED� That �uoh �tandard netafl Plates� are he�reb� authorf�ed� approv�d, adop�ec� �,d a�de a part of $il a�utraets ant�red intr� b�twieen the Cit� 4f Sa�n� P,�t�1 and variqu� gar��e�, in wh�ich r�fere�r�ss amad� �o ��ch: Stands�rc� Detail P3�ot�� Yaa� ` Stre�� a,�a.d Sew�r: �onstr�o��on� �'�� e c�orry.st,��tion af pu��.t� i�pro�vemen�s� �� a�r,�.t�h S�a�d�rd Dpta�l P`3,ates �tav� b+aen ix�:qlutded i� aa►atraata enter�d_ in�a auba�que�t to the dat+� o� this �re�alu�► t�.a�t: a +�a�+g o� �ai+�.Sta�d�er+� De�a�.� ��.��ies for Street and Sewex�. CQna�s~uo�tp� d�.�ed k"ebrt�ary �� 1968, bein� a��aChed Y�eret+�. �nd �.naa�Qra��d h�rein 'by ��'er��+�� t� ? :� �.�� COUNCILMEN Adopted by the Council 19— Yeas Nays �3011 t:; �� ` ' `y?i,srv� � � ' .�.J�'r S5 Dalglish Approved 19— �� n Favor Meredith Peterson �� Mayor Tedeaco A gainst Mr. President, Byrne �� I ♦ O D: � ` �v �� y`-� � ��%��"' I . � ` ��, � r FFp E D � ' �oRrl(,` , r_ 1 ��8 ��, �'NS� ► ACTlON MEMO ROUTING SL IP �� . I ITIAL CIRCULATE �-�� ' --�'�a-r��=� �� }- .. • DATE F I LE _d'T .c'f. 1� -r".� % INFORMA— � TION NOTE AND RETURN PER CON— VERSATION SEE ME . FOR S IG— � NATURE REMARKS �'%�%�-1?=s�� ,��r�-� —�!-�r.,r,..�-�C � �-r�,�/%.,� � �,2� .�.� ��'J�r' �� -'�''2�'7�t�t�l..��' � r � ' ' "�.i�r-t- --- •� � FROM . � DATE � � /r-�� . �' � . - ��---�'-�—K P HONE ., ' ��.:. Form E-9-67 . � 20 � � • ClTY OF • SAINT PAUL, MINNESOTA DEPARTMENT OF PUBLIC WORKS • � • � STANDARD DETAIL PLATES • FOR � STREET AND SEWER CONSTRUCTION • • • � � • FEBRUARY l , 1968 • � • � • � • • • CITY OF ST. PAUL • DEPARTMENT OF • PUBLIC WORKS • • NUMERICAL INDEX OF STANDARD PLATES � FEBRUARY l , 1968 � • PAYgMENT 1000 SERIES • SEWERS b APPURTENANCES 2000 SERfES CURBS Fr GUTTERS 3000 SERIES • BARRICADES, GUARD RAILS, ETC. 4000 SERIES • LIGHTING b ELEG7RICAL 5000 SERIES MISCELLANEOUS 6000 SERIES • • • • • • • � � • i� SERIES - PAVEMENT � JOINTS • P . NO TIT � 1100 LONGITUOINAL JOINTS, CONC. PAVEMENT 8 BASE CONSTRUCTION 1101 TRANSYEftSE JOINTS. CONC. PAVEMENT 8 • BASE CONSTRUCTION DRIVEWAYS • P A N J.�.E • 1200 CONCRETE DRIVEMIAY� TYPE 1 120� " " TYPE 2 • 1202 '� " TYPE 3 • 1203 " " TYPE 4 120�+ " " TYPE S • 1205 " " ��fNFORCED AND NOM-REINFORCED • • S i�£1�Al.KS • P�_�.. �� 1300 CONC. MlALK MITM INTE6RAL CURO • 1301 MAN�IOI.E OPEN 1 NG 1 N CONC. S 1 DEMALK� DES 1 GN A • 1302 �� i� i� �� r� B 1303 �� • . • • • 2000 SER I ES • SE�lEFtS F, F,PPUttTEMi�idCES • � CATCH QASINS PLATE PlO. TITLE � 2�01 CATCH BASIW • DESIGiJ TYPE lA • 2002 " " '� " i 8 2003 " " " " 2A • 2004 " " " " 26 • 2005 �� , �A 2006 " " " " 38 • 2007 �� +� �� 3C • 200E " " " " 4A �0�� ri i� �� e� �jA • 2Q10 �� Gp • 20i1 " '' " " l0a 2012 CATCH 6�sS 1+! 1 f�STALLAT 1�i DETA1 LS • 201� S 1 DE 1 iJLET • • • • • • • • • MANHOLES PLATE N0. TITLE � 2101 MANHOLE - Design Type I • 2102 " " " 11 2103 " " " I l t t�-{ I I-S • 2104 " " " IV • 2105 " " " U S V-S 2106 " " " �!t • 2107 " " " VII • • • CASTINGS PLATE N0. TITLE • 2201 FRAME CASTING 'A' � 2202 COVER CASTINGS 'B' , 'C' f� 'D' 2203 CASTIN6S 'E' , 'F' � 'J' , 2204 FRAME CASTING 'K' � 2205 GRATE CASTING 'L' 2206 CURB BOX CASTING 'M' • 2207 MANHOLE ADAPTOR RING • 2208 MANNOLE STEPS (8�") 2209 MANHOLE STEPS (12") • 2210 ALUMINUM LADDER • • • • • • • MISC. SE��ER • PL,FTE P�,Q• TITLE • 2301 OUTSIDE OROP 2302 CATCH BASIPJ CO'�VE!? SLAB • 230� STANDPIPE FOR V.C.P. • 23a4 �� R.c.P. 2305 RECONNECTION OF NOUSE SERVICES � 2306 �� • 2307 SPEC. JOINT FOR JACKED PIPE 2308 CONSTRUCTION JOINT � 2309 CATCH BASIN CONNECTION � 2310 TYPICAL FILL SECTION 2311 ANCHOR CLAMP � 2312 • 2313 STANDPIPE CONNECTION TO EXIST. TUNNEL 2314 PRECAST MANHOLE BASE � � � � � i • • • • • • 3000 SERIES - CURBS 8 GUTTERS CURBS � PIATE N0. T_ITLE • 3000 CONCRETE CURB 3001 BITUMINOUS CURB • 3002 BITUMINOUS CURB OPENING �OR ORIVEWAYS i CURB � GUTTER PLAT_ TITLE • 3100 CONCRETE CURB b aUTTER • 3101 CONCRETE CURB � GUTTER, DESIGN B624 • 3102 CONC. CURB b GUTTER OPENING FOR DRIVEWAYS PROTECT IVE NOSES, MED IANS, I Sl.14NDS � PLATE N0. TITLE • 3200 CONCRETE PROTECTIVE NOSE • 4000 SERIES - BARRICADES, GUARD RAILS, ETC. � GUARD RAILS , PLATE N0. TITLE • 4000 INSTALLATION OF STRUCTURAL PLATE BEAM GUARO RAIL • BARRICADES PLATE N0. TITLE • 4031 BARRICADE DESIGNS 4032 BARRICADING FOR STREET CLOSURE • �+033 EXAMPLES OF CHANNELIZATION • 4034 PERMANENT BARRICADE � � • • • 5000 SERIES - LIGHTING � ELECTRICAL • PLATE N0. TITLE 5000 SPECIAL LIGHTIN6 PULL BOX • 5001 PULL BOX, DESIGN TYPES A � C • 5002 PULL BOX, DESIGN TYPE B • 6000 SERIES - MISCELLANEOUS • PLANTINGS PLATE N0. TITLE • 6000 PLANT 7REE • DEPARTMENT STANDARDS • P�ATE N0. TITLE • 6101 STANDARD PLAN SHEET SIZES FOR SEWERS 6102 " " �� " " BRIDGES • 6103 " " " '� '� PAVING DEPT. � MONUMENTS PLA_ TITIE • 6200 RESET MONUMENT • • • • • • • • o � i t v � • � E � �, m c L � � � m 'o � �, � � • ° m` o a° M °' c � E �. � � ti F- w � � o � ur M e ° ° g a �� o Y ^ • � a c p � � � N � c p • O � � O O � y � � � � w h N � '� a v c � N m ,• , , . • � Q�.: :. � m a � .t., � 10 � � p � � dS • p ' • � • .' � > ,1 , ,a••'' ' _ � ; O O � ,~ = V � O p � . � , a . �.. ��'; N 3 a .2 � � � aCt N � c� '�. , a � � �, '.` Q �; « m_`�E m � � g � � � . : r� -> >;;�•- 'S io o a r E $ 2T � d m �. � • . , ' J m • . N c� , 3 �_, �- � a � � � � • v � ' ',• : c o �� • � 2�df i:~� � x � a v� � � � � � m N . �'o � •, :. �° •J'o o� �, n E o � ., ,.. �.. �' , . Q 1 • � �'; .� 'o ° v .� t3y � m � ;� m a`r ,� • �OC �� tn .U:�.� � E r n' � � ° -� a • o v �- m o p ° � '.. m ` . J� .� �� N S ; E � � � � ,•�. �. 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(n � �� 4,�;• :, � ..�� • Q .m. . • . • �� 7 ,�• �' C ��JF. • � ' .�4 Jd a '•a • '��• Q� •� �:.N � " a �g �� ,o. �:t��... } < � � • t�� N: ,� ..;,, ,,.�� :�' -�-,-�4 o Q � �� '4.. � ,� .� ;�;,• ' ::,"c' U� ' �• ' d � �$� . , — ;4�' .�.a� m ,�`N �°� � ,. � ,� • , '.u.: . . • Y ', . .�;; �d LiJ �� e: �' 4,� , Y � o ~� �� • W 3 � «� V W�1► 1 � � � a v H W V� m � ��<�»Cl i • CITY OF ST. PAUL Date of Standard APPROVEDf.��2r19,�� DEPARTMENT OF PUBLIC WORKS Revision Plote • ��'�� l� LONGITUDINAL J41NTS No. 1� ��"e`� CONC.PAVEMENT&BASE CONSTRt�CTt ON I I 0 0 CHIEF ENGINEER • • � p v � $ � � � a � � M . � � m � � g8 • •,• 'N:'� '� .'� �p � a o ng � ,� ,' �',� O. � � � � .� m � � + N • . .U: •^ • � a a c �'� « _ _ '; N . , ` QS ' � ;In'•�' � � d � O N {0 � � � � o ,4. ' g. ' �. � U 3 a ° �Q ° ` � i o N � . �." ,��Cj�,•: � � � � � ` � � � � ° c •:�•�•. '�u '� m c o ° a « . � •�p'd. � � � � � � .�a o � � � '�= ' ° � $ � o = � � � m � � • , – ° o > a c � � � � � ° d � � c c� � ;��..d (� �ap a a o o a o. o ` � '.� � ?' 4• ;� pp,.., Gp X o � �' o�'i � c�i t � m p c • I — � _ /S. .0 u!•• ' (n �=Yl '� N � L •� p C y . O � xa � a a c + •,� •'•��' . �, Q °1 0 � � � .° °1 o m � . � � � o c ''irF: • . . J » � Q � � ° } 3 e ° v v a : +� • • , V � � � ° �' £ E E t> ap" h , '.d'� Z � c.°> � � ii � '� I�i ° c� V v '� ' • O . . . .� • . • . 2 o a •� v ar • ,. .t � � 0 a a • o . B � � � � �' . � v, v � � ; � m � � �� \C\`\\\V�� i � � „ � �;:;=;\�T y `� � � I V/ .� • , ,�� Q � I� I . • � ; ,' � $ �I''r�00�'1 �D � � . :d~ ' ' ' v Q � � .d ' �� '� � � J V � . , .w�: . • � U .. . � E m � � � v • � "�' � N � � v Q.' n o , �' �:v, ' Q'• � U �`� r?f� Ea6o 0 — o �. - ,o u, ILU y � �d� :��• � , ` � � � «� , d � I-;�-I � � • � � ' , ,• '` , O � C � , C . � p � � . . • , � V _J_�� 01 O� � • � , • . . -� � ; m , .'"� , �. �' o� V� m � a6 . , . . • � —� ��1 � !� 11') - - �� • • ' '0� � �� .J U o `o '� � �� ;; . , . • , ' .� J � U � •� w. � �t� 4 ' ' •� ' • V j ' � o�� . ,�� . . a J� � � m �N N � � • � ,C� .. . � ' - �� >j�aL� � �1.. (� �o� �rn �o� �� 'W` - • : . .A � w �� , • �� "�� a • ` w CITY OF ST. PAUL Date of Standard APPROVEDf��_?.�19l.$ DEPARTMENT OF PUBLIC WORKS Revision Plate TRANSVERSE JOINTS No. • �� -- CONC. P�4VEMENT & BASE CONSTRUCTION �� CHIEF ENGtNEER • • • 6xisting Existing Si de walk Ctoaswalk Sidewa l k • � Wi cfth ��2 Ex pansion • Joints • � � ' �. ' � T. , � � : _� � : . . A R=(See Plans) . . • , - . . • •� � " , � ., : � : , '; ,'� .. -. . : .\; / , � � � • • , , • .� _ ' . �•��, Expansion Joints • Concrot� Curb ,j ; , . , . . � : • . . - : = - ', _ ' � And Gutt� _ .�.. .�`� , �. . . � _ � . , . . , \ • '. : '. y' _; •. .. ' • • �. i - • • . • � : • . ". _.. : • . , ' Max. Slope= . PLAN �03� Per. Ft, • . . � , . DETAIL A- A � (For Alleys) • Gutter�- —;-- :•o �� 0.10� � ��R�. . - .;o: ,p ;Q a • DETAIL 4F LtP PERSPECTIVE � Variable Slope, See Plans ,� • Or Special Provisions � Crosswalk Gutter 010� -- - - - - - - . '~ .-- ,o.;y � ..r: �:♦•'•. y • .Q'.'.��'.�:•. '�v'i.:•'.�-�::'_ . ..� � O �! �Place Gravel Base� Closs 5 a See Note 4 • SECTION ON � �RIVEWAY I HEREBY CEIITIfY THAT THIS PLAN WAS PREMREO BY ME Oti UNp[R MV • I � Conirct�f�on Joint Required if �lidth Exceeds IG F@@t. aRECT SUPFAVISION A/� TNAT I AM A DULV qpG157ERE0 PROFESSI l 2 �rivewoy to be ��l@ COUIS@ Concrete Povement ENGINEEN UNDER THE lA TNE (See Speciol Provisions for Class of Concretel �T/ATE�Of M • C�' . +�►++.�� 3 Gutter to be Poved Integral With D�ivewoy Povemant .�� Q Za DATE.Lt:.L=i�11E0.N 4 6��Thidc for Residenliol,7��Thick for CommerciCl Driv� ond Alleys • CITY OF ST PAUL Date o► Standord APPROVED F��2�19&� DEPARTMENT OF PUBLIC WORKS Rev�sbn Plate � CONCRETE DRIVE WAY "° -��- 1200 HIEF ENGINEER TYPE I • • • Existiny Existing Si dewalk C�osswolk Sidewal k • Width �/2 Expansian • JoiMs • - . . . . � , . . . . . � A . �-. . � . .. . , . - . � . . ,o, �'�� . � .�. -- - ,�: -, ��. � , . .:. i • �Q '/ ' .. '; ;�� , ' � ;. �� ';"�,r . • . Coec�t� Curb � / . ' . . , . ' ' � '' . . • _ ' . •\', Exponaion JoMts • - •/ �J• ' . ' • '.' . , '. . . 4 ,`. ' •�` • •' '�•' . 4 •� `�y .,. . ` • ' • -; . .. .. •. � 4�\•��i+ � P - _ - LAN • Max. Slope� .03� Per Ft. � SECTION A-A (For AI leys) � • ,��0.0 `, =��•.►.'��. .q.1 R' •o', � DETAfL OF UP PERSPECTIVE � Variable Slope, See Plans = . Or Special Prov�sior�s , „ -� g_7 6-T Crosswolk ,� 0.10� .--•- - --�. -`.:o,.:,..: • o � .,.•;:.:•�'•'-• ' � o �s<�� p — • �_p' Place Gravel Ba:s, Class 5 n`. ��_ � • SECTION ON � ORIVEWAY � g�,� d � m�ia � �°�3�� • NOTE� I. E Contraction Joint Rsquirsd if Width ExCeeds 16 Feet. ; g�Q W o ' ' 2. Drivsway To $e One Course Concrete Povemant � �� W (See Spacial Provisions For Class Of Concrete� � Q° i� + a • 11 � �O<WM 3, Cammercial drives to be � thick or os specified • CITY OF ST PAUL Date of �ctnaard APPROVED_E�,,6...Z,19So$ DEPARTMENT OF PUBLIC WORKS Revision PIMe � _ CONCRETE DRIVE WAY ""� ��=�- --- I 20t CHIEF ENGINEER TYPE 2 • • � • � 0 z � • � � a o } �� i � � , . • � U � Q •�• , c o Y � �° '�►�� n. � ,. :.c� • ° 3 � ! � � ' � J o � �. 'a. L�.. � � � �, � � o' O o � o J � U Q � � � � ` = 0 • � \ �� • H O � i .- y � ,c m o c '� •o, m � � > o � o • oz m v a'" �A 4' ,� �u x T t0 .- c m • � +"� J � y °'� N E � v tj '� m m > o � ..�- �i > '3 V C m � X Q O � � • �.: v '' m v v ° aui� �(�aadad d a � mo > � > � 'O_ � •� s • � a. v W 3 � y 0 t— � � t� '� � � V o ��° I` 0 r� a ••. �c� d � v 3 a� � �''•� } y� o. m o � � � � � • �':�// O � C 1'� O Z Q O ``p � N > 7� L. '� � � N ��' LL y � ��y ��' 0 � � 1,� N '� • N� m V C *�"� 0 :;� O� � fl � q. � O C+� C � � __ �� o G. � ; Z C C'� �� Y >j VN � �. 0 •o Oo �� o v � c�� ° � � d a � o 'in �o '� 3 yl. �C � W ! �'� ; c m O � �C°-..' • I a : ` dn 'c y � P. � 0 i �.m �p V �Q °�'. � ' w � � '�, ; o � �0 0 o aa o � cn U � .... o N F" � �t • o c) p U � L�ac� � y i V W u � o m3 H ° � I �. � W 'a� 'U' io `o � • 1 HtHEBY GtNT1FY TM4I �HtS PLAN ! N M � WAS PRER4RED BY ME OR UNOER AIY W DIRECT SUPERVIS�ON ANO TNAT I AM A DULY REGISTEqEO PROFESS10NAl �"� . ENG�NEER UNDER TME�A Of TME � STATE OF Z �� • DA7E g-I'GI aE(i.NO�J�7L GITY OF ST. PAUL Date of Standord APPROVED_��,19L� DEPARTMENT OF PUBLIC WORKS Revision Plate CON CRETE DRIVEWAY "°� � --- -1�-' 1202 HIEF ENGINEER TYP E 3 � • � v � • � � � +ar � v � c 3 � ��f • ••r :t•• U ° Q = 2 '. x � ��p � � `� ';. w 3 � i p•� �� • . ,"y �• �,' . S '.� } • , . :; . .- , i .�' Q � ��. . . . '' ,. . ._�•, ;�,' ... 3 � ti� � �� Q. w . . . , i - .. �; �yl .4, � • '. • . . 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L a Z A OULY qEW57ERE0 PftOFES510NAt, ':3 :� 7 � • ENGINEEA UNDER TNE pi THE = U � iTATE OI MwNES .� S OKfE�i.i�pEO.No.� ` • CITY OF ST. PAUL Date of Standard ,4PPROVED�F�E3.�;1968 DEPARTMENT OF PUBLIC WORKS Revision Plate � CONCREYP DRIVEWAY 1203 � CHIEF:ENGINEER • • • • � w w � � � �. a� • '"- . . � 3 0`� � r''�� a � � a � .o o a:'��, J cn � �Z . = N • c`� U � — � o 0 o d �', b (L �- O U �N O Q Y � _ v • V O J s Q ip � � - W � a c • � 0 � o � , � � m o' • ` ~ ` a � E °' � .' � � v c �``��;.,,,,,•'`` � °' a► `��1��\�\ x � U � � • Wa � � > c� � ° o �.� m o a � .. o � Lv �- a� 3 � - !- u°�i • , fA G oc �= � a u 3 � '��p� 'p � u! c a� m U . �W � � � � � • � � � p ti G� N .C� � � O� � � 7 a T � � V o � � C� la�� a y � a>._ v O C � C N y � • �� a d .J �O O�> � > c �� ` J � °'aQ ac y � O � _ � � C ` ., � O� � � 7 UO ; � M a �a � o U • � .►- � � r' d } O 3 N � ..N. ' o � � Z o Q U > °' E � .c • u. 1; � � °° 3 � o� v c� 3 d — .ti,� a I N o j — c�i ri �� •.,�'r� =1'� e � � � W • ��`jr�f/ m �. � � � � •..,j � i y z �r � � � ° � %� � '' � U � � J �^ � E .. � �co = a d' o � I •• I Z _ � E � � � - �r N •X ' ,� � � � ' O O ' - �e _ V Z � � I , � 3 `o � °- ; o � o N � � I a _� O ♦ } �� 1n — . ` � ' C U V 1 IIEAEl1i CE1KIiY TMRf TMIS P�AN � - W49 PREOAREO BY ME OR UNOCII MY V W DIRECT SUPFIstI�IpN ANO TN�T 1�M „ (n A OUtr NEGI�'TEMEO ►ROFEiS�ONAL • ENOINECII UNDE11 TNE lA t OF TIK �TATE Of Mfi4TAr� � � � • MTEiL'.�tp�,rE0.N0��d CITY OF ST. PAUL Date of Standard APPROVED_EF.&�.R.19L� DEPARTMENT OF PUBLI C WORKS Revision Plate � CONCRETE DRIVEWAY "°. -- �----- TY P E 5 I 204 CHIEF ENGINEER • � � � � ;,� ,.; � � _ ��y, _ s,��t""�� n��'" � . Y ,r��;i� a m,'. . � � � ; } � � �. �� . � d� �^ ,� : 4 r, �'�;w�q �:�r s i �� s�., n+7 . 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DRIVEWAY • CONSTRUCT EXPANSION JOINTS AS INTEGRAL CURB DIRECTEO BY THE ENGINEER. • ANO WALK � RADIUS / � RAOIUS • ' G?,, `� by ,�� INTEGRAL CURB � �i' _�� %y��,� AND WALK .,��.. ;�n�ti ,� nru��e.4+rrrprNrrrraf,ar�Na.4e.. h�q�,.`..,,.i\\``\. �j/��/��'/I��K�1 F•(d�qNqlfN�f4rli..ri/�(�I�Nn�rrr I•/rf�� Ji;, � LI P • VARIABLE SLOPE 4��PER FOOT I PROPERTY • 15 MAXIMUM i LINE � "�� b'-.•'.D:.. ,-- -�. —— __:. .��:.r,• o�'•�:'�-:,�. . •:o ��. �. . — — �T =THICKNESS� • STEEL FABRICQ �, , 6��CLASS 5 GRAVELBASE D�AI F L � , a L 0 IP SECTION ON � DRIVEWAY � • 01 T = 7'�FOR COMMERCIAL DRIVES T = 6��FOR RESIDENTIA� DRIVES • OR AS SPECIFIEn 1 HEREBY CEqTIFV TNAT THIS PLAN Q STEE L FABRIC SHALL BE 6��x 6��—8/8 AND IN *HE W48 PRER4RED BY ME OR UNOER#1Y RANGE OF= I I/2��ABOVE THE BOTTOM AND MID-DEPTH pRECT SUPERVISION AND THAT I AM A OULY�REWSTEREO PROfESSIONAI OF THE SLAB ENa1NEER Ut�DEH THE LAW� THE lTATE OI MN e,M:--� NOTE :�CONTRACTION JOINT REQUIRED IF WIDTH • EXCEEDS 16 FEET. • a� ��EO.NO �..�� APPROVED.EEB_Z 19fie.8 CIT� OF ST PA�� Date of StandQrd r DEPARTMENT OF PUBLIC WORKS Revision Piate � �� _ _ CONCrRETE DRIVEWAY "°� CHIEF ENGINE e REINF�D �I�N-REINFORCED 1�� • • I �/2� Taper � . � .. • � 1� �. '.1��.•. . . ' . . , .�Q'. . ; . . ,, A; . . ; , , .Q ' .' . . . .:4. - :' �3 Radius . , . . 4 A. • a•.• • :a, • • '. . ° ' 0.0148 •Cu.Yd.of Additionoi � Concrete RequiredPerUneal �, • 6.5� Rodius Foot For Thickened Section o • __ � �� (For 5" Woik) . 2- 6 Vcriable > � TYPE I � • 4 � . : - .o�- -s� �.- . -- - . . -:-;. _ . . ._.-.:--:�.. : :: _�• .- : . .� . : � _ cD 3��Rodius � ' o '� ' - ° • ` � � � ' ' • � . . : ' _ ' —� • —��— ' .�. ' � ,- ' �q �_ � -o • 0.0259 Cu. Yd. of Additional • : �.-:.-",-:.-�,.•`��'" Concrete Required Per Lineol " I Foot For Thickened Section PROFILE - 8 -�-I • �A� 2�-6" Variable � TYPE 2 � � � � � • 1 MEREBY CERTIFY TMAT TMIS PUN WAS PREPAitED OY ME OR UNDER MY OIRECT SUPERVISION AND TMAT I AM A OULY REGISTEHED'PROiE551QNAl • ENGINEEN U1�1EH THE�A T11E STAT 0`M�NN OATE.�L:J�.REO.HO�f:1 • CITY OF ST. PAUL Dote of Standord PROVEDF.��_?.y19lo.8 DEPARTMENT OF PUBLIC WORKS Revision Plate � GQNCRETE WALK "°. �„ -F'�-�" WITH INTEGRAL CUR6 �� _ E FNGIN ER • • • � DES IGN A � • B Casting (Plate No.2202 ) I � Adaptor Ring Casling No. � K - 103 ( Plate No•2207 ) I I • � � i i �t�- -...;. . :•;�.c. �;.:o: `v�' '�c�'•: �A. • :o.•i _ :.:p. �. ,; . '' 'Q'':•.y ..�::• - '_ ''-_•"• .�' :i'. • '�►s ��• :d;: c�- . .�,o _. _ea�.:':. ::l: ':*::o•;'�;•••'�'%'=: _ � �� See Plans 213/4�� r� � Var, 3�- 4�� Av, • See Note 3 • Catch Basin Or Manhole Inp. R01S@ �P Lower Structure 1 HEREBY CERTIFY THAT THIS GLAN To Match Ne w Subgrode WAS PRER4RE0 BY ME�1 UNDERMY � DIRECT SUPEAVISION AI� THAT 1 AM A OULY REWSTEREO PIiOFESS10NAl ENGINEEH UNDER THE LAW9 TME 9TAT[ OR MINNESOT � pAtE�E0.N0 'f�0 � Catch Basin Or Manhole Inplace. Various Shapes • Note: �-�%'!��-�-I I. 2�� Clearonce From Bottom Of I � , — \+-I Concrete To Reinforcinq. • \ �� 2. Oo Not Carry Relnforcinq I Beyond Edge Of Structure. • � 3. Limit Of This Work For Payment11 ,Purpose Is Out- �� I � side Edge Of Structure. � r� � � � 4. Existing J Cover Castinqs ��C�� Shcll Not Be Reused. � �---�- ---� No. 6 Bars 5. All Form Work And Con- • struction Materials Due To Contractor's Operation Shall DESIGN A Be Removed From Catch Basin Or Manhole. � REINFORCING DETAIL • CITY OF ST. PAUL Date of Stan�rd APPROVED_E�?,19�8 DEPARTMENT OF PUBLIC WORKS Revision Plate • � MANHO�E OPENING IN CONC. SIDEWALK �'f0i ��'-- - - - - I 3 0 I CM�EF ENGtNEE 0 E S 1 G N A � • • � DES IGN B � • B Castinq (Plate No.2202 ) I � I j � i i ';i '.i.. °.i': .�:.,�:.p .. ..�... .• .. :• .�: �� P• �a .a,.:p..�.�..:i;¢�:1yi•::fjD •r,;i gtf�..,;. • ' :1- '�'::;o: ::';��' • .� ; ,.,.�, . . �1. . • :d� , Qr•:..:�� rr' :�50�� ;.�Qi:�,�'�� :N 3 " See Plans • \ 213/4�� ti Var, 3�- 4�� Av • See Note 3 atch 8asin Or Ma�hole Inp. • Raise Or Lower Slrucfure TO Mo1Ch N�w Subq�oda �►�er ceirr�r rn� ��s nuN • Mb1S PRER4RE0 BY ME OR UNOER MV dRECT SUPEAV131CN ANO THA} 1 AM A OULY 11EWSTENED ►AOFESS10NA1, ENGIN@EN UWDER THE�AW YM[ iTATE Of MINNE • �'-' 'e DATEf�.fa�.�AEO.N� • Catch Basin Or Monhole Inplace. Varlous Shapes • Not�: (- �%"!��-1 I. 2�� Clecrance From Bottom Of ( � , — \4�-� Concrete To Reinforcinq. • � ��( 2, Do Not Carry Reinforcinq I Beyond Edqe Of Structure. • 3. Limit Of This Work For I� Poyment Purpose Is Out- I � side Edge Of Structure. � r� ��.�. � � 4. Existing ��J�� Cove� Costings �'` �r� Shali Not Be Reused. � L__�C�/__J No.6 Bars 5. All Form Work And Con- T • struction Moterials Due To Controctor's Operotion Shall DESIGN B Be Removed From Catct� Basin Or Manhole. � REINFORCING DETAIL • CITY OF ST. PAUL Date of Standard APPROVE��E�..�L19�8 DEPARTMENT OF PUBI.IC WORKS Revision Plote • MANHOLE OPENING IN CONC. SIDEWALK No. ��- -- I 3 0 2 CHIEF ENGINEE DESIGN 8 • • • Existing Casting t I Galvanized Metai Collar � • i � � P• . ...•., � ••. �� ,P p•�. '•� �.S,: �': p'�• p' • . .�' —�N I�11 N • Va r. 3�-4" A v, o / See Note 3 � a� a� � � Catch Basin or Manhole inplace S I DE E L E VATI ON • Angle Iron 2��x 3��x 16�� Boit Be� � ��x6�� • „ , ;! • _i _� � FRONT ELEVATION � • NOT E� I. 2��Clearance Fram Bottom Of Concrete � To Reinforcing. 2. Do Not Carry ReinFacing Beyond Edge Of Structure. 3. Limit Of This Work For Payment Purpose Is i �_ � i�c� 1 Outside Edge Of Structure. � � � � 4. All Form WorK And Construction Materials Due � � � ��y(�'� �( To Contractors Operation Shall Be Removed • � I �Y'� �� From Catch Basin Or Manhole. � I I � ► I � I � I i i �!i � �\ �,� � � � 1 HEREBY CEIITIFY TMAT THIS PU1N ��_ _ 1 _�`��= %t� WA9 PREMRED BY ME OR UND[R MY � DIRECT SUPERVISION AND THAT 1 AM A OULY REGISTEREO PiiOFESSI L R E I N FOR CI N G ENGINEEN UNDER TNE LA THE 3TATE Of M • DETAIL �� p �"`' DATE�l=uo■EO.N Za • CITY OF ST. PAUL Date of Standard APPROVED F��,�19b� DEPARTMENT OF PUBLIC WORKS Revision Plate • MANHOLE OPENING IN CONC. SIDEWALK No. —��— DESIGN C 1303 I�EF ENGINEER • • NOTE� • Thia Catch Basin To Be Used On Stresfa WMrs Grades Exceed 29�And LikNfhood Of Concret� CATGH BASIN COVER Sidewalk ExtsndinQ To Curb Doss Not Exist. (Sid. PIWe No.2302) • � • Q, — — _ PLAN � • 3 4 ` ° � '�'�----� " �-�--��. DRIPSTONE "� :',; Cloas 3Y50 (SeeDetoil) ------- �� "�`• • � • 2 No.4 Reinf.Bors-3'Lonq N ELEV. SECT. � ; � ... . . � � �� . �� 8S�°�'e o�KRETE DRIPSTONE � m � � „ ,,:. . , ,. I � ' ' i � i � i • S MP NOTES� � 1. Invert Elevations Of Inlet qnd / ,. ;. Outlet Pipes Shail Be The Same. I o ' CONCRETE BASE 2• ��let And Outlet Pipea May Be � • ��d° �b' •'� ' °`� °r �O tl` (Clcss 3A60) Lowerad 6"(Max.)To Provide A Grade Between Connectinq Catch � �� Bosins. � � SECTION AA 0 � This Point 2��Below 4JP i Normol Gutter�rade p ��N This Point 5��Below �,Q� � Normal Gutter Grode., Q Q 'lP O • " ��.' :.8 �°r '� �/2 EXPANSION JOINT � 'co = MATERIAL F —� :" /--�SOLID CONCRETE BRICK � �:V • 2 0 --�DRIPSTONE l // ,� � o N \ �t�� p �� /� �: � � C�CH BASIN ��% �� , � � , , � �. • - ` � i 'J'� \�G � �f � ` � � � � lr , r \\ ��\ \ ��\ �; �� . �� O � �� `,1 � _ • S MP i� \�''vi�� , ;. � i .;: � \ 2R�� i ��{ r / \\\ �\�\\ • �,, �"'9`QS� .q°o.o°� o°Oo � �✓ � � , �� 45°�\\ I ?�� F 8�� _�� 8�� —�i � ; �� ; V i ��Y� W SECTION B-B PLAN ;, , , W � ��I i a ��\J�, • UNITS TO BE INCLUDED IN BID PRICE � I� o. Topered Curb � � i �,_;-sr c��i��Y -�taT i ris a�a� was b. 2"Asphaltic ConcrsM Wearinq Course ?R�?%Fc0 ?.Y V,c OR UND.°.R MY OIR,°.C7 Su�aRV;siov a�o 7�AY I A�1 A DULY c. Where Concrofe Curb Exists,Rsmove • R�GIS7EFED PCO=ESSIONAL ENGIN�'cR A�d Restore To The Neoreat Joint. UNO,•.R 7HE LAWS OF THE S7A7E OF M`�TA. O ,�. .�.i.a� • OAT� �>-1, 67 R£G.\O. 316z CITY OF ST. PAUL Date of Standard • APPROVED_/.zL�19�7__ DEPARTMENT OF PUBLIC WORKS Revision Plate No. _��... 1_/. __ CATCH BASIN, DESI GN TYPE I A 2001 CHIEF ENGIN • • NOTE • This Cotch 8asin Moy Be Uxd Whe►e Likelinesa Of Concrete ANGLE IRON 2"z 3°x 2�-8°x 5/s. Plae Sidewalk Eafendinq To Curb Ezist 3°Leq Vertical And Point Ezposed Foces CATCH BASIN CONER WiM One Coat Red Leod And Linseed Oil (Sfd.Piate No.2302) • TYPE 3 CURB SECTION (Closs 3Y50) ��__�_� _�- ——i_ • o ,._..,,. ...��,—,,, I��!°�' i Q,°�R�� • iA PLAN SOLID CONCRETE 2-No.5 Bent Re�ntaanq Bors-5-3"Lag BRICK 4�-0" • � '° _ �-3° 1 � 1 � _ ✓ N ___ - `° ' � -- ��_� ° �-----��- i N • j CATCH B �N i� �� ;; �O '�� II a� ` �a � L�D I �---- -� � � ---- O,00 • '- " � . ' ��q TYPE 3 CURB ; . o �.2- y°x e• ee�, eara SECT. y " SUMP i� 2 • } .,y�,. --8" SOLID CONCRETE ELEV. SILL BLOCK •��. � ` § `'' °•` �� F� � STANDARD CURB OPENING 8" 2,- 8„ CONCRETE SE (Closs 3A60 � SECTION A-A NOTES� I. Inve►t Elevafio�n Of InIM And Outlst Pipes Shall BeThe Same. , 2. Inlet And Outlet Pipes Moy Bs 2-0" 2�-0�"—_1, Lowered 6"(Max.)To Provide A • I 6rade Between Connectinq Cotch i I o6a4. .. s., BOSIIIS. � m II i ,� TYPE 3 CURB �B � � i i � : ., ip • :,°" OPE INLET '�. --� :.?. ,,, i-- -- � ��_� - - � I //_��— -i - � A \ _i .� . �� / � �\ I --; - A f: °'�r;': ` I ( J�CASTING I ( � � 1� � _ I � I _ = � I • '.�- \ I\ / ---f - -� .:� � ��:`- � `�.�� / I ---- • R�� S � l--\—� �J 2'� . �� ..� � � �,,< � ,, � NOTE � a • �'�' Sse Catch Basin Installmion Oetoils L i �i W °, ' '. .� 6� • :.,� For Flow Line Deprossion-Std.Plafe B i � ii � No.2012. i � 'I a Q i � ' a 8" �Op vN � '� � SECTION B-B PLAN • UNITS TO BE �NCLUUED IN BIO PRICE I h�.;'c6Y GER"i IFY TKA7 TFtIS PLAN WAS PRcPAFED 2Y N;.0� uNOER MY D�REGT . u. Type 3 Curb (4'-0��) SU?cFViSION A�ID THAT 1 AM A pULY • R�GIS7ERED PRO�ESSIONAL ENGINEER b. 4"Bituminons Suriacinq(VqCu.Yd.) Fa UuDER TH� LAWS OF TKE S7ATE OF Resfaotion Of piled Strests Only. MI SOTA. / e. When Concrote Cwb Eais/s, Remove And �. � Resfae To The Nsarat Joi�t. • DAYE,�'Y�J�GJ RE6.NO 59G9 CITY OF ST. PAUL Date of Standord • APPROVED_1�1�19F�_ DEPARTMENT OF PUBLJC WORKS Revision Plate No. _��y.��,,�_ CATCH BASIN, DESIGN TYPE IB 2002 • CHIEF ENGINEE • • NOTE� This Catch Basi� To Be Used On l.ow Point Of Sfreei WAsre LikeRhood Of Cancrete Sidswolk Extendinq To Cu�b Ooss Not Exist. • CATCH BASIN COVER � Closs 3Y50 (See Plon) CURB _ _______ • •�'� a = i — ------- — ' PLAN � • -° _ --DRIPSTONE 4�-8° Class 3Y50 8° -4 8" �� ,�„f,,,, v (Ses Detail) � � �� N :.�::. _ -_---____ � • CATCN BASIN 2 No.4 Reinf.Bors-4�-4°LonQ N I uEAD � ELEV. � SECT. � DRIPSTONE • SUM P � fV NOTES ' I Invert Elevations Of Inlet And �O• • `��o :�.• 6•:o`°:�n.•'• a Outlet Pipes Shall Be The Some. • �_ 8" I 2'-O" � 8" I CONCRETE BASE 2 Inlet And Outlet Pipes May Be � '� (Class 3A60) Lowered 6°(Max.)To Provide A SECTION A�H G.ode eetween Comectinq Cotch eosins. • , �� R iM � I 21�� _ � " • , %2 EXPANSION JOINT MATERIAL .o'a'p° ,�. �. 6 : �� • �.� IV B OPENING SOUO CONCRETE ` o • � �ICK I I �—� � T�� DRIPSTONE I I � _�__ � LONG STEEL-6 No.4 Bors x I...��---�� , r 4'-4' l.ong At 2"O.C.To � � � ' --� \ �� 1- • Be On Top Of Dioqonol � �� Steel. � i i � � �, ~ A 8°SOLID CONCRETE A , i�� tv i • SILL BLOCK � i � � i � � 2" �,i �� i �� \ / � __- `�_=_ , • SHORT STEEL-4 No.4 �i.�_ � ; � �� S P Bars x 3�,0°Lonq To Be I i �� I%p" Clear From Bottom .�—— �� Of Slob.�-----_.—. �----� �---�� N � °� p�'q�•:aoo •.°o oo'OOaQo^• °o'0•�O. DIAGONAL STEEL On I I I � � I I I • � ` � Top Of Shat Steel-4 No.4 � 8�� 3�_4° 8„ Bars z 3'-3"Lon4 � w � B w SECTION B-B PLAN a � � -_^_ar CERTlFY 7Y,:.�'ililS P.aN was UNITS TO BE tNCLUDED IN BID PRICE L�J �;�=�;.a� ,v�,� o� uuos� vv o�,��c7 su��;v,sio� F`o �ynr i av a Du�v o. Radius Curb • R�Gi57"c^nc0 ?RO'ESSIONAL ENGI��ER b. 2� Asphaltic Concrete Wea►inq Courx UVJ�R 7h� LAWS OF 7a;� s7a7c oF c. Where Concrete Curb Exists,Remove Mt�,v�s0ia. � And Restoro To The Nearest Jant. ,/4.lyYr Gf. � d7u�n.c.�La-i • DAT��Y-�!.�7 R�G.VO. 59c.9 CITY OF ST. PAUL Date of Standard • APPROVED_LZ1�- 19��_ DEPARTMENT OF PUBLIC WORKS Revision Plate No. _��_l/��._ CATCH BASIN, DESIGN TYPE 2A 2003 • CHIEF ENGINEE • • NOTE� This Catch Basin May Be Used Where likelihood Oi Controte Sidswolk ANGLE IRON 2"a 3�x 4'-0°x �1'�� Plate CATCH BASIN COVER Extendin To Curb Exists. � Class 3Y50 Q 3"Leq Verticol An0 PaiM Expossd Faes • (See Plon) Witn One Coot Red Leod A�d Linseed Oil.� 21 j „ TYPE 3 CURB SECTION � ;Claas 3Y50) �_�___ __�_� I�-8" - .--.a— -- — • � — --��»,«.�.i�,�..�—.—:�M,e,�.�,.�•..—.i.�.,. � � PLAN �� 2-No 5 Bent Reinforcinq Bon-6�-4"Lonq SOLID CONCRETE 5�_p• • _ BRICK � 4�-4 ` ` �IN ° � a � " � • • , • i � ii � ii � ii �� ,� \ ii , ` l/ 1 A � � � ' A � �,� i ; � _ � , �� i - • NOTE� ��II I I. For CotcA Bosin Installotion �` � Detoils,See Stondord Plote �\ � � No.2012. �\ �j • 2. Where No Curb Exists,Const ��\ 6'-0° Thickened Conc.Curb �\ ; � 1 Where Conc Curb Ezists,Remrne � � 9 Reploce With Thickened Conc. Curb To The Nearest Joint(See • Std.Plote No.2012 ). � PLAN • — �CASTINGS K,L,9 M-Std.Plate Nos,2204,2205,8 2206. , • NOTE I -- - — _ , Concrote And Steel Reinforcinq Fa Precost Unit To Conform To � � • AS.TM. Spec Desip.C-76 Requirements � For 27"Closs II Pipe. MORTAR 8ED(�"Mfn.) ,� 2° PREOAST CONC.ADJUSTING cu RING(Mi�mum I-Maximum 4) • �1� t y A'�, . �, �� ---27°R.C.P. With 5°Wall '��: t�.;.. Thicknsu • � ��, ��; TANDAgO HORSESHOE CUTOUT Fa 12 RC.P. PLUG 1/OID With&ick _ ;,.,;., ppd Mo►fpr • `:;�ri;�:::�:;:�i:::y%%f;;;:a:.;;:;:;:;: N ' . .....I::ii:;>;: I CATCH BASIN • "' i CEAp I � CONCRETE FILI . � � (Cbas 3A60) � � 'Q o: ,,.. it I ;N y p Q.Qj�6�dp• � � • - � p� � i /� f1 ' � n•{��, :..... .;�R�, ��.', a`oiOO+Or o •�'oas Q�.. , L� �a . Q•• UQ�a�- a8'D+q,b��v�°�'4 'Q�y�' C .��.�.. ''�`{�:`i:;.`.;: CONCRETE BASE �' �� :'�'�� - �w'o+° • �� e . • (Class 3A60) i „ l 5 .y - 3�- "Dio. I N�:;°_BY CcR-i IPY ifiA7 7rlS PLAN WAS PF�?AF�O 3Y Vc OR UVDER NY DIrZECT SECTIOI r A�A • SU?��iVlSION AND 7HA7 I AM A DULY R�G -EFED Pn^O!-'ESSIONAL ENGIN�ER 5R 7KE LAwS OF THE S7A7E OF INNE 07 . � / • DK1'�J.�'.e/_�,7 R£G.AO. ,S'�(c7 - ClTY OF ST. PAUL Date cf Standord • APPROVED_1�1}19�Z_ DEPARTMENT OF PUBUC WORKS Revision Plote No. _�,�.�1!��_ __ CATCH BASIN, DESIGN TYPE 3A 2005 • CHIEF ENGINEER � • • NOTE I For Cotch Basin I�stollotion CASTINGS K,L,9M-Std P1ate Details See Standard Plate Noa 2204,2205,9 2206. No 2012 / • 2. Where No Curb Ezisis,Const � 6�•0�� Thickened Conc.Curb. Where Conc Curb Exiats,Remove 1 9 Repioce With Thickened Conc. Curb To The Nearest Joiot(See � • Sfd.Plate No.2012 ). � MORTAR BED (31'g Min ) � � 2°PRECAST CONC AOJUSTING RING (Mirimum I-Mazimum 4) • tO ��CONCENTRIC CONE SECTION ��'` Sinqle Line Stcel Wire FoGic F� Hovirp A�Areo Of Not Less Than —____l 0.17 Sq.Inches Per Ft Of He�ght ` � �� ------ --- I • � I ---- o � � � .� � �i �; j �j. 5 t • —'-----_____ _ j �STANDARD HORSESHOE . ----_ �__ � CUTOUT �__ — -----I � ` _---- J • I i � � ; -------------- -------------- PLUG VOID With S„ s &ick Ard Mosonry � �', _`>• • ti�� - INLET PE \ NOTE ; ; for Depths Lsss Thon � � 4�-0" RII Wifh Sekct � � OUTLET p�pE • Materiol Or Cut Cone _ � � Section. I --� � i ` � I CONCRETE FILL .-- � a�A�•• '•.4:,> a � � � (Closs 3A60) M .o _ � •o � �� o J • � �: . �b.:a• ?'Q�L�a' Q��"� �n aKcl��.�°o�$°p°°-o.o . � ��000 " �:° Ctl��Oad� #? �d°o°0 .�0;° 0�40 e o.a.,a o tpoo�+. 'p •ao � I I i � � • CONCRETE BASE W � i r___i__ __ (CLASS 3A60) � � m ' � _ Q � � �'------ ---- ' i � -/ � � � � � • ' I I � _ ' I 1 I � i I � �--_"' i II — _"_'_-- I � I -- ---___ � _""__'_" ,, 1---�— ---------- ----------------� --- i i � � ` --- ----------�, EXTENSION TO CONE � T------____� SECTION May Be Either � � Precost Concrete,Concrete � --- ------------------ ------------------- --- � Block, Brick,Or Cast Inplace. 5° 4�-O" � • �'_O4 • SECTION • i n-;�sr ce�-��Y ��sa-i;�;s a�nv was PR?.?:�RED 2Y Vc OR U�IO�R VY DIR�CT • SU?:nVlSION AND 7HAY I A>A A DULY RSGIST:^n�D ?RO�ESSIONAL ENGW�ER UND° 7tiS LAWS OF TKE S7A7E OF At' �: 7A. _ \ .�ic'- • OA1r� i'L �/-�•9 R�G.\0. ��1�-7 CiTY OF ST. PAUL Dats af Standord • APPROVED_��19��_ DEPARTMENT OF PUBLIC WORKS Revision Plote CATCH BASIN, DESIGN TYPE 3B N�. -��-y - - -- 2006 CHIEF ENGIN1� • / ' � . � � \ 1 s A � � ► � _ -___�___._ _ _ • � � a ; • , • —� � PLAN • CASTINGS AB�D-Std Plote Nos.2201 9 2202. • NOTE Concrete And Steel Reinforcing For Precast Unit To Conform To A.S.T.M. Spec.Desiq. C-76 � Requirements For 27'�Class II Pipe I MORTAR BED ( 3i'8 Min.) ,� 2°PRECAST CONC. ADJUSTING • N RING (Minimum 1-Mazimum 4) "� �"�':, 27"R.C.P With 5°Woll ' � �:: Thicknsss -,.r,�fi i' :: a •t; • �r �� i�' STANDARD HORSESHOE CUTOUT . y�� Fa 12"R.C.P. �s;., a .� � PLUG VOIO With &ick • �� And MoHor Ye � + �� I a � I � �4, �� 5 i CA�EAO SIN • � �� :a•� " -- � - � � � I CONCRETE FILL� - ' , � • (Closs 3A60) � " 'p.'�f • ' I _ � . —L� p_q r+ A �0 • ;j� �Q� .Q -.p ' q a •a 1 p • r�0�'.e� L� �P�'"�. �� . . . .��'X : "�� .1� AbC� Ct'9;,�'D;�'. �` ,. >4`" { • CONCRETE BASE 5�� 27"Dio. 5" I (Class 3A60) �_ 3�-3"Dio. I rci=6`f Cc^n"i I�Y i�iA7 7NIS PLAN WAS /� PR�?:.FGD c^,Y Vc 0� UND�R MY DIR�CT � SECTION A_/� • SU�"c�:VISION AND 7HAY I A�1A A OULY R�GIS7EFED Pn^OFESSIONAL Ed1GIUEEh' u • THE LAWS OF THE S7A7E Or N� SOTA. �� • DA7� �y 4- 4•� R�G.\0. `"�.L�7 CITY OF ST. PAUL Dote af Standard . ' APPROVED_!�_�¢ 19�7__ DEPARTMENT OF PUBUC WORKS Revision Plate Na _��.�.�_/,_ _ __ CATCH BASIN, DESIGN TYPE 3G 2007 CHIEF EN61NE • • • NOTE� This Cotch Basin May Be Used • WF�ere Likelinees Of Concrete Sidawalk Extendinq To Curb Exists. ANGLE IRON 2'�z 3°x 2�-8°x �. PloCe 3° Lep Veriicol And Paint Exposed Faces With One Cout Red�ead And Linseed Oil. • . � '-'_——__L—- -�- -_rt� � � .pw��y.rn..-rnr�c in�r,nnn.,ui�u�nuyap».u.— n�MU�-{I «n„•. I m � � • � _ �' PLAN B � U II --� : � 2-No. 5 Bent Reinfwcinq Bars-5-3°Lonq r--_.� ; � � � p� ---�--- --- 4 4�-0" 6�� 3-3 N � A I �1 //I `\\ \� I -- : -- I I __ - �� \� � -� � F - � A r-� i • • � �-B • A oac� o00 I 000 oQO Q► I L�00 G�OO � • L -� --. C�OO G700 Qoo 000 oQO o00 • w � NOTE B See Catch Bosin Installation Details For Flow Line Depression-Std Plate No.2012. PLAN � , � CASTINGS E 9 F-Std. • ; Plate No.2203. • � ,,:; 8°SOLID CONCRETE �.��< �_ I� �, , SILL BLOCK 5 " • c �' � i O - • N • ,� a�. CAT� w � • a . ,, � LEAp ASIN ,• � ,��' o;, J 0 v 2r. .o:.o . Q�. o e• . �. ;.•o. • " •��: # .�... �.:.� � .:e 'C2��;R � 8�� 3�4" 8° CONCRETE BASE 8° 2 0° 8" �CONCRETE FILL (Class 3A60) (Class 3A60) � SECTION A-A SECTION B-B � -:�.;°Bl' CeR'i iPY iFiA7 7HIS PLAV WAS • ?n=?:.^n-D ^-Y Ve OR UNO.R NY DI�icCT SU?c�;V�SiON AND 7HAY I A1A A DULY R�GIS I c'nED ?n^OFESSIONAL ENGINEER UVD�R 7hS LAWS OF THE S7A7E OF MINQESO7A. � �i /, //) [1 /�l/�'z �i.lii)_y' • DATti iY��,(.:7 R£�.NO. sYG7 • CITY OF ST. PAUL Date o�f Standord APPROVED_J�2�f 196�_ DEPARTMENT OF PUBUC WORKS Revision Plote No. _ +�.di��`P.� _ CATCH BASIN, DESIGN TYPE 5A 2009 • CHIEF ENGINE • i m � � � � � � � � � � • U i 1 2 'L W f � p W • p Q a __* '• --- � �~1 a �� 0�� 00� A — � a • tD � � { n � N O � i _ _ _+ �� L J�� I I-- • --'�I I Q" I 19,� � H=—N ___� CURB OPENING � � B FORM DETAILS � • � CURB TRANSITION To Motch AdjaceM Curb NOTE � � � See Catch Basin Installa�ion Detoils For � I I P L A N Flow Line Depreasion-Std.Plote No.2012. � � I I � ' i . ' � � 2-No 5x 6'-2" BENT 8AR5 �-.ANGLE IRON-2�k 3��x 2�-8��x 5/fi Ploce (See Detail) 3"�eq Vertical And Point Ezposed 3�-0�� 3�-0" Faces With One Coot Red Leod And Linseed Oil 2� �� `� � CASTINGS E 6 F-Std. 0 inq CURB � Plote No.2203 a , . 10 0 'a — -- = � ' 4„ a �- ---- ----- ' , � p \i N - _ _— � � �, _ 8�� .. — � � � ' I \ __/ 1 1 __ � I I 1 8°SOLIO CONCRETE <w �' 1 ° "'° SILL BLOCK %2 x 6°BENT BOLT � � I N 1 CATCM gq�N • T— . _ � — LEAO . a . o.. . . x+ • _j ' . � °o. 'oQP o,�A;:g?:oo_ ,.p:� �o,�a�,o. �o� o. 0 � 8�� 2�_4�� 8�� 8�� Z �� b� CONCRETE FI�� -CANCRETE BASE (Closs 3A60) (Closs 3A60) � SE�TION A-A SECTION B-B UNITS TO BE INCLUDED IN BID PRICE 28° • a.Transition Curb(6�-0°)To Match -- -- Adjacent Curb. b. 4��Bituminous Surfacinq( �/ Cu.Yd.)For Restaotion Of Oiled Street�s Only. 45° 45° • c WAere Conc.Curb Exists,Remove And Restoro To The Neoreat Joinf. �0 �B1 --:_s�r cax,-,=v - - �r;s ��a� was ��c�:.ncJ SY U.c 07�UVD�R� NY DI^�C7 • 5��.:�;';°� a,° -�A-� I A1A A DLLY � gENT BAR DETAIL � 'cGis i�^n�J a�^.o.°ESSlO\AL ENGIN�cR 5 5 WO�:Z 7hc i.AWS 0� fiF1C S7A7E 0� Lf' � � 07A. If"� // /, "//�r� . i' �i; . DA;: /Y-.v-G�,R�G.\0. S9G 7 CITY OF ST. PAUL Dcte of Standard • APPROVED_1�1� 195�_ DEPARTMENT OF PUBLIC WORKS Revision Plate No. __��__ CATCH BASIN, DESIGN TYPE 6A 2010 • CHIEF ENGINE • • 5-No.4 Bors z 6�-0°at 4"0.C. �CATCH BASIN COVER�\ (Claas 3Y50) 6�_4• -Nq.3 Bors x C'� D� N i � 5�O° 0 nl I�-4�ot 18�O.C. • ~ — — — � ~ - --- — - _ 0— _— _ � � �_�_�� yu o'�p a�.P9 "°' o: e:Y. 6� aD 'p��.Q ��: b' ++.�.. � B I o —7 --fi—t--�---1 h : REINFORCED 2-�/2'x 3°Bolts r_� `'�''•` wih Nufs � � ��--� (SeeCPI�� O � �' TI O O �� . ��.'. • _ 2 NOTE' REINFORCED °"'V" flow Line Depression To End CONC.APRON !800 00° 0°O, •'o � At Edqe Of Conc.Apron. S�a . 2-No.3 Bars x I � i� ' o'•; � A� Std.Plote No.2012 2�-0"ot 2°O.C. WELDED WIRE FABRIC 8° 19° 6" D csxe -�4� �� 2-No 3 Bars x 6�-0�� SECTI ON B-B o� 2"0.�. � PLAN z�-4„ ,,-8„ � ^°'' a CASTINGS E 9 F-Std � ` <.�;s' Plate No.2203. 'v ° •;:� °y — • _ 8°SOLID CONCRETE �_ a SILL BLOCK a _ � �� __� '��_ �" M • —� – — � —- M �� + ---�— - �� .� O .0� `.:* ::�e°4Qo�:� m I �TCLE�IN 1 � Q � , .o.�: . • . . � L 00 0.0 . O o o. �_ � � .e. o'�;_,� J0:'�VSSQ.p o o• a o•A" � .o: o. •'� 0�0�ooQ: 0� eD 9� . •. •. � •CONCRETE BASE 8�� 2�_8° 8° '-p" I g" � (Closs 3A60) , �.��ETE FILL SECTION C-C (Clcsa 3A60) S E CT(O N A�A CATCH BASIN COVER � (Sse Plon) � 5'-q" ---1 AN6�E IRON-2"x3�k 5�-6°x SY�. �--?�-4° ��-8� I Ploce 3"Leq Vertical And �; �— —� -- PoiM Ezpo�ed FaCes With I One Coot Red Leod And 1 limssd QL jj • a �L A I ...t s. �� . N �{ � O � -'v _j, REINFORCEO CONC. ' '�: a APRON "� ,,_.:; • � , �' . ',� _ � ,� y , ��r �. I r-��° -� • 8M '�M 811 CONC. BASE PLAN SECTION D•D � I Nt.i°_6Y CcR'i iFY 1 7iA7 I I'.IS PLAN WAS ?nc?:FcJ 2Y Nc OR U�1DSR VY OIREC7 • SU?c��V�SIOV AND T�AY I A1A A DULY R�GIS7ERED P^nO�ESSIONAL ENGIN:ER U\D� 7H� LAWS OF 7FiE S7A7E OF � S07A. �y 7 .CL' • �A7E, �� y'�7 REG.NO. 5967 CITY OF ST. PAI� Oote of Sfandord • APPROVED_J�.} 19F7__ DEPARTMENT OF PUBUC WORKS Revision Plate v �� CATCH BASIN, DESIGN TYPE IOA N�. --��= � - 201I CHIEF ENGINEER�" • • • , ° FLOW LINE DEPRESSION CNART vor Wim Ad Curb FOR CATCH BASINS CATCH BASIN (TYPEI DEPRESSION (D) 3 IB 5° . — , _ 28 — 5 � 3A 0.1� �•LONGITUDINAL BARS-3-No.4 38 0.1' � - Bars x 5�-9° Lon . 4A 5" � '��/ Q � �, ,',' � BENT BARS-6 No.4 Bars of __ —sA----- --2 _ ' V� I�-0°O.C. Symmetrically About — ---- -- - „ - � �Of CastinQ Lenqfh Of Bors bA 2 ; I ! � �; ,--- Varies With Heipht Of Cwb � v � �� i � � i�� Settion Q �� / � ; ; �Profile Gutter Grade os Shown On P�ans ` ,>' � j �--- � ` i i_f�-- 2�_�� ; �� I � ,———-- o� — PAVEMENT ' ; ; i I -r- - _---- - '. �\�,, � I • , -- -- � -- � J��, _� i � , � � _r_—I- � , v _ i -�-- � he� i� ' i � � y � � TRANSVERSE SECTION CURB REINFORCING DETAIL FoR �8, 26, 4A, a �oA CATCH BASINS • P►ofile Gutter Grode os C Shown On Plans 2�-0�� PAVEMEN7 � �a �� ___ -------- o� —�----- T �I � i �ASt\N�''�j I � ? O TRANSVERSE SECTION W FOR 3A�38�5A, 9 6A CATCH BASINS • ~ � O P►ofile Gutter Grode os Shown On Plons 3�-0° 3�-0" • AT LOW POINT PAVEMENT NOTE� —_ _�__ _ . 3 Grate Coatinq Muat Be T p Ssf As ShoMm To Divert � Flow Into Curb Box CASTING � �ti�9 GUTTER PROFILE • O AT LOW POINT w z J � � P►ofile Guttsr Grode os F3�-�� Shown On Pla�s u� � 2'-O" �-- �_� PAVEMENT • ON GRADE t- I GRATE CASTING � ASTIN� � INSTALLATION GUTTER PROFILE ON GRADE ' HERESY CEnT;=Y T;iA-i;;;;S ?LAV WAS FLOW LINE PR�?:ncJ °Y\Sa G: UNO�i N.Y DI�i�CT su�a:v,siov au� -;;;ai' i �.,r a �u�•t • REGIS7:'^nED PROFESSIONAL EVGiVEEF DEPRESSION DETAILS UVO:.R 7H' �AWS OF THE STATE OF M�.11N�SOiA. ` � /��t L/ � !Z � c.'. >_ • �A7c /� �/ c 7 R�G.\0. �"Yt-"l CITY OF ST. PAUL Dote of Stondard • APPROVED_J��Lt19�7__ DEPARTMENT OF PUBUC WORKS Revision Plate CATCH BASIN "°. -�`�EN�,N --- INSTALLATION DETAILS 2��2 � • • NOTE� Reinforc� Cover Slab Wifh Minfmum 4z4-10/10 Welded Wire Fab►ic. Minimum ��oranc� Between • R�inforcinq And Edq• Of Slab To Bs I �/2�. A � i �� B • �� .�� `� �`.�,�� ' .. �ic\ \ :C� \� � CONCRETE BRICK • \� /. . ��` � ' , �% •� \ I° MORTAR \ .�' '• �• �. \\� �x� � ' TYPf 3 CURB (Precast Or Cast In Place- �, • .l \. .' \\\\ \ �\:� See Standa�d Plats No. 2002 ) � �� \ 1� r \ ��\ �. ----- �� \� �. • I I CURB ----- �IIIIHhuIMNIMMIWyII�� u IMMIryIMIU11Ui�I�iI1MII��NIYYIMIpMII/q�6d IIIA��IPIIU�IIIIIIN4Il4MI�NNII ----- • PAV EM ENT B � A � PLAN • CONCRETE COVER SLAB (Class 3Y50) • -, �- . _ ' „� io� - • �r'1 . . . • SIDE INLET � I LEAD ( _�_ � � . � . �. • , � . . ..�+,`___ -'��yr ', . • CONCRETE BASE - � (Class 3A60) N� � SECTION A-A SECTION B-B � • NOTE� � Type 3 Curb (4�-0��) To Be Included In Bid Price • I MEREBY CERTIFY THAT TNIS PIAN W45 PREi�4RE0 BY ME OR UNDER AIY DIRECT SUPFAVI$MMI ANC THAT 1 AM A OULY REGISTERED PROfE5510 L • E EER UNDER THE LAWS HE AT M1NN OT i • pA7E1:,lLLAEO.N� 59y1 /� �/ CITY OF ST. PAU� Date of Standard APPROVED �I�Q DEPARTMENT OF PUBLIC WORKS Revi�on Plote • No. �_ _ SIDE INLET 2013 EF ENGINEER • • B • . •...• .. .. NOTE� •.::•:;:::,.::;•..�;:.::;..:•..:... This Manhole For Use On Sewer Moins ...:.: . • .y....•.:•... �� . �;::::..: IS in Diamefer 0► LBSs • ��:. •::�1'r NOTES I. P►eCOSt Manhole Bottom SeCfions With Cut•outs • '• � '•� _ _ � �� ' Moy Be Used Ooly Where Two Cut-oufs Are Made A �..�� ..�.. �� A Dirxtly Opposite Each 01her. In All Other Coaes, t � i — � � � Monhole Bottom Must Be Built U p Usin y 6° � --- * ----- �-T— Precast Conc►ete Monhole Blocks. • FLOW�j � — — 1 � � 2. Where Pipe Is Same Size And Grade,And Straiqht � � � � � TMouqh Manhole,Pipe Mar Be Coestructed � '�"''" ' Throuqh ManAole And Top Holf Removed After i�::�:::•.:'.�::: Bose Hoa Been Pou►ed And Cured. � 3. Cut-outa Either Horseshoe Or Half Round As 6" CONCRETE pe� Orp.K-315-I, Pope CC-6,Cretex Cotclop MANHOLE BLOCK Or Drq. M-10, Norih Sto► Cafalop. 4. Top ManAole Step To Be Std. Plate No.2208. � All Other Manhole Steps To Be Std. Plate No. 2209. B • PLAN � � �CASTINGS A 9 B-Std. I Plote Nos. 2201 d 2202. - %2� MORTAR BED � '2°PRECAST CONC. ADJUSTING RIN�S (Minimum 2-Maximum 4) ;:i'..:. � CONCENTRIC CONE SECTION � H��3Y CERTiFY THA7 TH1S PLAN WAS � � Sinyle line Steel Wire FabriC pRc?:.RED BY:J.°OR UuD�R .tY D,R°CT '��. Hovinq Areo Of Not Less Thon SU?"cRVIS10N A�D THAT I A:A A DULY �'� 0.17 Sq.l�ches Per Ft Of Heqhf. RE�iSTcR.D PRCFESSIO�AL ENGI\=ER •`�� I UN "R 7HE LAWS OF THc S7A7c OF �. I .'::�; , �� SOTA. I / _ ''�.� G:J • � I ��..�� ..��.� DAT.,-L1-v-�,7 REG.Np, 5967 I �.�� / '�.� RUBBER GASKET 0►RAM-NEK � � Required For All Janta Ort '`�. � ��' Svrtary Sewer Qr Cambinsd Sswer Marhol�s. POURED CONCRETE BASE ::�� .'��;: ConcrsM 8ws Moy Be Pracosf • — `— -- 4�-0" BARREL SECTION To A$ P� �0�2314. If Precobf. `��:� � t Be Closs II R.C.P Meeting ASTM 6"Sand Cushion Rsqui►�d. Spec. Desip.C-76. �:.'`` � � �:°:� ::.>:� . 4� �� PLUG VOID ' �`�' - Use &ick 8 Morfo . - — As Necessary.Cut- "� � > — I '`� outs P�rmitted On .��„ I .. p�� .. Boss SeCtlon TO `;.:; I � '�c�. ::.:...:.::..:..:::: `—�J o i ::� Accomodats " •'� � •'•:::::.I:::::: Pip�. I '.;:: � � � � I ( _ I " :c'.MAX •.IBN•.��:: ' t. •.' � � I - � - .'� : � � 1 � ��w PI ::� — _� -1 `` ` ... � �_ --� I :�:w•.- ...: .. r. .. . .. ..... ., ��`�� I • '�• :v..•.... . � �_ e �. I +r + � . � ..... ............... '. •., �._... .....: .: : :- . �. t: �� ...yC�C(�. �:�� s�.c �+ .. ............:.:. - . r. , � . . .. , _ .�:. a. .. _ a��'�D ' 0� a3r4 '`QF ' + . . :... gg o TT ..: O <� Ra f . �' � �p,p,..$ 4p..�iQ' � r,.��. � .:q ti� yQ, 'Po.. � .: ' ..• o...�.. .' '..".� :• .��• -- .:��. ��t�. li '' • I� S,_4„ — — S,_4~ --•- -�'1 SECTION A-A �°a�3Afi0se 9 Fill SECTIQN 8-B � CITY OF ST. PAUL Date of Standard • APPROVED_1.�L�_t9�� DEPARTMENT OF PUBLIC WORKS Revision Plcte -�� /. MANHOLE, DES►IGN TYPE I N�. =-------- 2101 • IF 1 • e • , 'j z. � , , ., • NOTE� ' This Manhole For Use On 21°Thru 27" - .`.:. ...\ �.... Diameter Sewer Mains '• •,• " —'_ ` � � • -— -- ` A A .::.:/:;.:.:..� __ _ `1 `1,, 11 � _ i � 1 1 � � --- I I ._-�---._+_}_._. - --.-,—_+_'�_. ----�- --._-—----- � 1 • � — --_�--_ � � FLOW L'J� � � � � � 1 � - / � --- _ � / i :::�:.{�:.•.:;i'::i: ---- - � � � �• ', ' • f � • -+6° CONCRETE NOTES I. Where Pipe Is Same Size And Grade,And StraQhf MANHOLE BLOCK Thf01� �'1O^�0�+�Pe May Be Consiructed Tlrwgh Manhde And Top HaH Renwved Afix B Base Has 8een Poured Ard Cwed. • �I /�A I 2 Top Manhola Step To Be Std. Plate No.2208. r�i-�iv Afl Other Manhole Steps To Be Std Plate No. 2209. • �-�CASTINGS A fi B- Std. �' Plate Nos 2201 9 2202 %2°MORTAR BED • T�2��PRECAST CONC. ADJUSTING RINGS l (Minimum 2-Maximum 4) � . I , H°_R�cY CcRTIFY THAT THIS PIAN WAS ?3-':.RcD BY U,c G� UUDER MY DIRECT — .�'��': . �.�'�`�� _":;V.SiGN .:ND ThtA7 I A'f A DULY � -_-y CONCENTRIC CONE SECTION =.-G,S",;�D P;0`ESSIONAL ENGINEER � �� SinplE Lme Steel Wire Fabnc 7y= LAWS OP THE STATE OF � �� V�.�J�TM. %] • ''�� _ Haviny Areo Of Not Less Than �, .::/ i 017 Sq. In.Rer.Ft. Of Fbiqht ' �/ � � '� \':�:: \�1��,,, �� lo '/lltct<«.� _ ��:� � � � � ..�T�, �y -�7 RcG.NO. �Y61 � 0 i�� I � �_�-�� , ;:�:� --- ,�\�:��:. � � 'i{ RUBBER GASKET Or RAM-NEK : ,// ,' � ,4 Required Fa All Joinb On I � 1 .;;;i::.:. Sanitary Sewer Or Cambined �� CONCRET • .:�� 1 �. E .:.:.i�/ I � I Sewer Manhoka. � 4'-0"BARREL SECTION To ,�� May�� p�' � .:.:; Bs ClassII R.C.P MestinQ ASTM � ��.2314. M�Rrc�t, 6 Sad Cuahian R • •'.�'. Sp�c.Desip.C-76. fQ • � I � ... ; � � � • "'•• •.'• ;'•r ;.',• � � I � .. ..,,. � � I ( - I � , MAX. 27" .'. I 1 I a ;: � r 1 I �-' I j PIPE • F-� ' ___ � � � ��o �` !d��_ s �� — _ I � � � ° .�� ^��Np�`�}'° '�o�� j� I o •;AAp,►;' I � �, • � � o�a� ° p °��' • .. . ' . ' _ � ' °�°..� �,p°Q� Do .: ( Q."�, .�� a bo �, �;•, � • ;;:;^:; ' j �b !p .tffa��¢i ��r�e -. �»D QOeD�ad+' ° 4 � :�� .� y: iy.� .:,.¢ ��p :ea0 ? �.:� Q.��';. �ir,f?,. :�O ��.�� o.0 9n .O;i�� O �� O1 E --s�'� 'A.�� Gx' , �.� " � Q�� . 4 . � W •�!!Q �.. ;a.��.:. �.. 1:.Q 4 • �•� .:P�: �'Q �� f �• Y. � • � O. j �4 SECTION A-A Class�3A60e 9 Fill SECTION B-B � CITY OF ST. PAUL Date of Standard APPROVED_1�� 195�_ DEPARTMENT OF PUBLIC WORKS Revision Plate � � MANHOLE, DESIGN TYPE II N�. �� '�?- - 2102 _��__._F. �. CHIEF ENvINEEf�� • • � � • 2'-s" r-o" Mmcimum Minimum (variea w(ffi pi e diamefer) Precast Cona Cover Openinp For Type� Manhole • ,• �.�� P►ecasf Conc.Cover Openinp For NOTE� •f "�'' �' � TYDe�-S Manhole This manhole for uae on 30°ttxu 48° ^i�, I �<< ,.e��,;.. diamefer sewer moina. .{.� • „ / ``\�.• , ; � ::::.�.'�:.:' 1 �� ' NOTE: Manhole Joinis To Be Cement Matar Fl.ow� 1 i - -�,--1 F-- • �� , % ;j : � ' ::.�,` ! %� • � � - - �. � � � r�d= • r+a:"'�,.;��;.;:� :;s�" .i � $ 0 • PLAN � CASTINGS A 8 B-Std. , Plate Nos.2201& 2202 • � :::��/ � I �`��:::::. 2 PRECAST CONC.AOJUSTING RINGS ,.. /'ll I 1\ ::.. .$ (Minimum 2-Maximum 4) � • CONCENTRIC CONE SECTION m �„ Single Line Steel Wire Fabric Haviny � o An Areo Of Not Less Thon 0.17 Sq. � (nches Per Ft.Of Height. 4-0"and C-0" MANHOLE BARRE o • •.. .: to be Class II R.C.P meeling ASTM � /spec.desig. C-76. � ° � N i � `�PRECAST REINF CONC.COVER :,:::�':::::I::.::: 2 1 i::.::::: / Std.Plote No.2315. • � :: ` S:: 1 I I.I I I G�-d Dia. I I I I I'.�;:`.' • � .��' I I I I I • I I I I I I I';';;' '`c`.?t;'?:::::::ao �; M�imum one full ��:::::. ��= course over pipe. — r= � � ." ..(,'if."�.:,'`::'} � •.. _ • ' �� .:�::.:.. ......,., ... . J... � ��.:�... �' � i'"� 8"solid masonry }..J r-� monhole blocks ' , S � i o r- � � r-i r � -is �_� _o �-; > ` Pipe siz varies w, io • ;'1. i-� CONCRETE FILL 48 Max. > " i-� �CI�53.3AFO COIIC�C�B kr. a'�s �;.. , - rt ...^ao:r... � .,. .. L_ a. �'}tr..i.:`�:�::}::,'+,'.a:;��f� 2::ra � a a �e L_ I i� r .. ' +�:�':. . ��- A ...ra.p.«. 'r°iar'ae.. ��+''��s�yd!^a'..:tf�, ��w ♦: a Y •,.r'4. e:�o: � .;•�d�:�:::::::::`:a:�'�:�w::°:.,.;. . �..s �:.. . . . . 'e v...: • a .v.f.:dj^:�:::::8:::c;e��i�,.'.:e.: <.?.•.:a.;r:ve:'a:�.� .._ ,:.: ;:.:<.;. CONCRETE BASE ?'�':�::::4:`t`°;._..°_:ia�'':oY'`°'n�<::::.::i;:;+...e....�:.� � �` ^ os~} Gass3A60concrete Of �i.,•: i�i:��;.:�.re'::+i`.':.'A:. :•�'y:;':q... �'��q:✓�..�i:i::e.. :1.�. . m . n�•: . ��'�n � � I • 8'-d Diameter SECTION OF TYPE III SECTION OF TYPE III S FOR USE WHEN MANHOLE DEPTH IS 12 FEET OR LESS FOR USE WHEN MANHOLE DEPTH EXCEEDS 12 FEET • � I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT • SUPERVISION ANO THAT I AM A DULY REGISTERED PROFESSIONAL ENGINEER UND THE LAWS OF THE STATE OF M SOTA. • � i-3.- 68 REG.NO. -S9 b�� CITY OF ST. PAUL Date af Standard • APPROVED��119��_ DEPARTMENT OF PUBLIC WORKS Revision Plate No. _��__ MANHOLE, DESIGN TYPE �& III-S 2103 • CHIEF ENGIN R • ■ CASTINGS A d B- Std. NOTE • Plafe Nos.2201 8 2202. This Monhole For Use On Sewer 2°PRECAST CONC. RDJUSTING RINGS Mains 48'� In Diometer Or Less (Minimum 2-Maximum 4) REINFORCED CONC. COVER • .•o. �� a„ .� � SLAB (Cioss 3A60) e y�i Q a•M�' dy�s • r�� ;'. 8" SOLID CC'.CRETE SILL BLO�K • I I � � � I I O I � `I • 'I_ _ ' 'I �'`V �,N I � . � � ---_.�__ i � o —___ CONCRETE FIL� . CLASS 3A60 •�O;oop opA:opQ� .o��.dalStA' O s. • po°p°�p:�a Q�,,�o°O'�o°D,�Q ' 0:°Q�Q� Oo�Q°Q o�; o;e°� ... Q h . � e �o�Oo �•a e• f��O�'. � a0� °'� U o°O O � O �' •" D Q� .O��au°O• eo:0 o��(�Dp po �,6 0 0; DDO:'o o�u=Q° :O • CONCRETE BASE CLASS 3A60 SECTION � , „ 5-4" � 5'-4" • i � I I I I 'Z • L �• `� 4 $�fi �� ___ � �T Q�: �, Y. � r� �� _ — i I • .•�.. _ � 3„ I I I — �, I i • I - _ _ I � M�t I � O�O � I I I i � �n io t i F`p�"� - i i � � � � � I :�:�:�: �� .......:. .. ...... � � � .::::::� ..... ..:::.::::::::.::. I —t L— -- --- —I �� t - - • All Reinfacinq To Be No.6 Bon • PLAN CONC. COVER SLAB ' tic;'c3Y C�^n7i°Y T�:d7 THIS ?LA� WAS NOTE� 'a:_a„�-o °Y J'.° OR U\D�R MY DIr��C� I.COnC►ete klvelf TO Be T�welled $1nOOth. • SU?cnVISIC\ A\D THA7 I AN A D'JLY a=c,s-r��eo a,.o�ESS10\�A� E\GI\�=� 2.ReiMo►cirp Steel To Be 2"Clear Above Bottom Of Cove► Slab. �uo�, �:� �a�t�s o� ��:� s-raT� o� 3.Covet Slob Mo B�Cast In Ploc� Or R��cast.(If ncast odd suifici�M siNl �;;u �s 7a. y p , � in top of slab to qive wfficieM stnnyth fon c�ndlinp.) • �AT� i1-�-4�7 R�G.NO. �fGr CITY OF ST. PAUL Date of Standard • APPf�OVED_1�.�¢__I9��_ DEPAFtTMENT OF PUBLIC WORKS Revision Plate No. ��v��';�__ MANHOLE, DESIGN TYPE I� 2104 • CHI�F E{�Cl�;�F_ • � z-s" 2'-0�� Moximum Minimum Precast Conc.Cover Opaning For NOTE� (varies with pip diameted Type Q Manhole Precast Conc.Cwer Opening For This manhole for use on 54�thru 72° diameter sewer mains. • w , TypeQ-S Monhole u ' / � � \� � NOTE�Manhole Joints To Be Cament Mortar • ,� � � �� F 1 �' � � �i � � \ _�� , s � - � „� , � � • �,� � , CASTIN6S A 8�B-Std. �,a �� Plate Nos.2201 9 2202. � oQ � � 2"PRECAST CONC.ADJUSTING RINGS ��/' I I � PLAN (Minimum 2-Maximum 4) '' � I I U • CONCENTRIC CONE SECTION � Singie Line Steel �re Fabric Having An Area Of NoT Less Than 0.17 Sq.lnches Per Ft. . Of Height. _ � 0 4'-0"and 8�-d� MANHOLE BARREL � �� a o o be Class II R.C.P meeting ASTM N spec. desig. C-76. � I :: :: I I ( '::� • _ PRECAST REINF CONC.COVER ,_. I I ` ' .' � � ' Std.Plate No.2316 \ • r�uired I I I I _ I • I � I I I I I �?;. b ,...,:.. ;:. ,. I �JMinimum one full� c rse wer pipe. • ,- '" ` � -� ' � � B"solid masonry i I �� manhole blocks r--� i � . ' J r--� I � F-"-� � � � 4_ti Pipe siz varies � —� � � F—j i—1 - 4'�-6��Min. ` � LJO L—J ��-. 6' MO%. : - • ' r—t�-I�v � i-� CONCRETE FILL + � \ }--� �Closs 3A60 concrete �L ,� ^; .... t. aq;.�� Qp L_� '"'4.� � e �� :::::.•... �•�° a - �e> '- � LJ �q� • � 7 q, � I 1 1 � "�x��.ry�'.,.:r.is'��jI+'�� 'yP y� � o a e 1 :} .,0 n a lw,� � � °��/�° b a � �a e Q p�g a 4 v a8 :. a a �o ��Ci�NC�� BASE 'i.� �� o:p': a �a :�atl>< ° a o:e_.�. —Z � o; 4 ._ ,. ,... e e :.o a a; � , v . Class 3A60 concrete • '� Ou 0�-0��Diameter SECTION OF TYPE � SECTION OF TYPE �S � FOR USE WHEN MANHOLE DEPTH IS 12 FEET OR LESS FOR USE WHEN MANHOLE DEPTH EXCEEDS 12 FEET I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED BY ME OR UNDER MY DIRECT • SUPERVISION AND THAT I AM A DULY REGISTERED PROFESSIONA� ENGINEER UNDER THE LAWS OF THE STATE OF MINNESOT . • DA , �•30- 68 REG.NO. �9�� CITY OF ST. PAUL Date of Standard • APPROVED�r�ll9�8_ DEPARTNENT OF PUBLIC WORKS Revision Plate No. (� _ MANHOLE, DESIGN TYPE g &SZ S 2105 -��-=- - CHIEF ENGIN� � • • • „p�� «T�� D!AMETER DIAMETER THICKNESS OF OF RISER OF BARREL BARREL WALL • 48" 42'� 41/2�� 48" 48" 5�� I 48�� 54" 51/2�� /� / ' `\� 48•� 60�� 6�� • I �/ \� 48" 66�� 6 I/2" - —- � — 48�� 72�� • � `� � 48�� 78" 7 V2�� I � / 48�� 84�� S,� � �� 48�� 90�� 9�� • 48° 96�� 91/2" ---P= C�n7:=Y THA', Tr;iS ?LA�I WAS • PLAN VIEW �;-�,�_-; �Y:�� .�ER MY DiRECT _ 'c,� .:�� -,-:a-i i :.:f a ou:.Y NOTES 2.5,�.-,�� :c=essic�a� ��v�i`��R I Top Monhole S}ep To Be Std. � � ' �•= ��µ'S GF 7�:c S+A7c GF Plate No.2208. All Other MonhWe 'j'�'�S�/�'� • Steps To Be Std.Plote No.2209. J^ .,`„- ;��, ,.-�,,,�, �,� 2.Manhole Joinis To Be CemeM Mortac � �y_a_�-� `,,F-� R=G.\�. • .. . . --'CASTINGS A 8� B-5td. � Plote Nos.2201 8 2202. • �2��PRECAST CONC. ADJUSTING RINGS (Minimum 2-Mazimixn 4) ---•48�'x 27" CONCENTRIC CONE SECTION ' • Single Line Steel wre Fabric � Having An Area Of Not Less Than 0.17 Sq.lnches Per Ft. Of Height. • T �� 4�� ia. --4-0��MANHOLE BARREL-��-- • ' To 8e Class II R.C.P. Meeting ¢ A.S.T.M. SpeC.Desig.C-76. N Q � � __ F ..��.�.��.:�� -: • I I --'PRECAST 'T� SECTION To Be � I Same Class Designotion As • o Adjocent R.C.F Shown On _ � Plons. � h"I I�"1 �------ ------ � � �a . e; D, o oQ,d a; . , io 5N. CONCRETE BASE`�— ��o`o�'�i��° • °Q:4��p: N Class 3A60 Cona • 6'-0" CONCRETE BLOCKS LONGITUDINAL SECTION TRANSVERSE SECTION � CITY OF ST. PAUL Date af Standard . APPROVED_1�1� 19��_ DEPARTMENT OF PUBLIC WORKS Revision Plafe No. -��!_�� MANHOLE, DESIGN TYPE � 2106 • CHIEF ENGINEER i • • • • • CASTINGS A 8 B- Sid Plote Nos. 2201 8 2202 • _ MORTAR BED (31'8�Min.) r�f� 2° PRECAST CONC.ADJUSTING RING N (Minimum I-Moximum 4) • � � CONCENTRIC CONE SECTION '� ` Sinple Line Steel Wiro Fabric �� HwinQ An Area Of NW Less 2 � � Thon 0.17Sq.lnches Per Ft.Of • t Heiqht. w �- 3.. 1 0 5 �`� - 5 Q^ � � STANDARO HORSESHOE CUTOUT f� �' • � ' PLUG VOID With Brick °�o � > And Mortar oa i • Z� � .�.� \ y ; 1 , .�� INLET P�PE \ � • �.; \ \ � � • \ `'� -� � • � CONCRETE FiLL�-- � q a � ,q � f,. (Ciass 3A60) . �.a . ,q ,��,s°�a' .. co ro�LT°; ��Q��'� O p -- - O O o��r . °d• • ppa � _ -- -- �p o • i� g�� u �y� • 4 �e• �, •U. _ •_ •'C�� --p i'i':`. •ll+� �G.'o.ao�+.•. p�• • CONCRETE BASE� 5° � 4'- " _ 5� (Cluss 3A60) 5�_ . STANDPIPE�•-'—" ANCHOR CLAMP As • Type And Size As Por Std Plote No.2311 SAown On Plons GROUT A►ound Pipe � SECTION � 1 f;�R=6Y Ccn'i IFY �4AY i Y;S PLAN WAS PF�?AFED 2Y Mc 02 U�IJSR N.Y DIR�C7 • SU?u�V1SI0N AND 7HAY I AM A DULY FSGISTERED PROrESSIONAI ENGIPIEER UND° THE LAWS OF TKE STA7E OF MI E 07�. �ta.� • p � /2-til-67 R£G.V0. SYG7 CITY OF ST. PAUL Dote of Stondord • APPROVED_J21�19 G�_ DEPARTMENT OF PUBUC WORKS Revision Pbte No. ____��y_.__ �_ MANHOLE, DESIGN TYPE � 2��7 HIEF ENGINEG% EFY • • • • 2 S�q . � • in 21 " � • 3jq o M� • ,�� 2in �x � SECTION � � � H • • s • • • � PLAN NoTES: I. Fram� Castirq 'A' To B� Us�d With cow.co.n��.'e;'c; a'o' s« Stondord Plot�No.2202 2. Ca�Nnp Sholl B�ConstruCf�d Oi Gray • Iron AMNinQ A.S.TM. Sp�c.O�sipnotion A-48 Cbu 28B A 8�11�r � F,�R:BY CcR'i iFY THA7 THIS PLAN WAS 3. Castinp Confams To NEENAH COfNnQ ?RE?AREO �7Y N'c OR UN�ER MY O�RECT R�}MMC� N0.R-1730 SU?c��VtSION ANO 7NA7 I AM A DULY 4. NhiQhf Of CO�tI11Q•266 Lbs, • F�GIS7ERE0 P�O.°ESSIONAL ENGINcER UVD°R 7H: LAWS OF 7HE S7A7E OF yi1QN SOTA. � {',-�1�� 1.��:�ii��ta- • DATti /Z-u-G,7 R�G.�0. :'�4 7 CITY OF ST. W�UL Data of Standord • APPROVED_Jdf¢19f z'_ DEPARTMENT OF PUBLIC WORKS Revision Plate No. __��,,.,,�_��.a� FRAME CASTING �A' 22�� • CHIEF ENGINEc"R • � • � � ''� `°� , ��A ��O ❑ ❑ ��..� �a� ❑ ,� o❑ �� a d�, � 3,p❑ a � ❑ o �,, y�f�� i� \�\ �1-�--.TL1�� JII �� 1 U� �/ U 1 � �.�, ❑ o '�' a o ,' � Y�`a� o �o❑ �� ❑ g,�, � �� a�o a�.,�� ,�� , ��___ a�= �e1,�r��a o o � � �, • �;e'L7 0 � O O ��` CASTING 'B' 3ibO � � -� � o OO �� I `'�D�_�.� � Ci]..�I�I�� 23 �� _ _ �,,a � � �,,a o -� ?�� , �`� ❑� � � = o ❑o � C� � Y�Q�o ao�oo� �� ,.�o o a o o,, , , • ��10 o g- I � CASTING 'C' 23 �.a I ��■ �O • � � ��a" �e � — � � � � • ye � �'a�i I ' ��M � o�a � -- - �--_ - _- oa • NOTES: I. Cover Cosfinqs B,C,And D Shall Be Used Nfifh Frome Costiny A.See Standord Pfate No.2201. • 2. CosNnqs ShaN Be Const►ucted Of Groy Iron Meefinq A.S.T.M.Spec.Desiqnation A-48 Class 258 Or Bette►. 3. Oetal Dimension Of Cover Costinq'B'Aro I CASTING 'D' �,°w^ °^ �°r°.�"�'�' � I 4. Costinqs B 8 D Conform To Neenoh Castinp Reference Nos.R-1730 9 R-2574 Respectively. 23 3lq• 5. Weiphis Of Costinqs�B=134 tbs.,C=Approx.124Lbs., 0=129 Lbs. � ° I �� y4 ii" � _ � � 1 :' '6Y CcR71PY THAT TY,IS PLAN WAS � �� ?: � REp BY N£OR U�D.R MY DIR�C7 SU° �V�SION AVD 7YIAT I A�A A DULY -'' ^ R�GISTEFED PR�ESSIONAL EVGIHEER • � 21 8� .W�V SOTA.�AWS OF THE S7ATE OF ■ � I OA7� �i- �/-G7 �eG,�Q SY6T • anr oF sT �au� oo�e o� sfa�aa.d • APPROVED__/��19f,7_ DEPARTMENT OF PUBCJC WORKS Revision Plote No. _—��.�/��.�__ COVER CASTINGS B, C, Bc D 22p2 • CHIEF ENGINE • � I VI • 0 0 � � 0 0 � —� — - - � �a � – O � � la m -� � 5„ O � O O � � O " �_ 1e�' _I • 30 3'�� 1 1 COVER CASTING F � FRAME CASTING 'E� "'�� II� ` _a �� 5 �� 7�'.1 I� � � I �� g�� . � �3�4 � �1 � �1 � �1 � 1� '/4�I M r SEC�� A-A • OD - _ � �a I I� � v � �4 f � � ' 7/8,� I— / 19° 8 r sECT. B�B • • �/8 Hole . NOTES — — — I. Cover Casting�F�To Be Used With Fiame Casting�E�. Cover Castiny J'To Be Used With Catch Basin Cover Slob(Sto�dard � Plate No.2302). �Hol� 2. Casting Shall Be Constructed Of Groy Iron Meetinq A.S.T.M. Spec.Desiqnation A-48 Class 25B Or Bette►. • 3. Costings E d F Conform To NEENAH Castinq Reference No.R-3251. 4. For Cotch Basin Instollation Details See Sfandord Plate No.2012. 5 Weights Of Caslings�E=222Lbs.,F=88Lbs., J=55 Lbs. � COVER CASTI N G J' 20,,�� • I I H'cRE°,Y CERTIFY ThQ7 THlS PLA� WAS �3,. � 7�� „ �u� � PREPAREO BY ME OR UNDER MY DIRECT �g �g • � SU?E^nV�SION AND THA7 I A.V, A D'JLY R�GIS7E^nED Pr'tOfESSIONAL ENGII��cR N U� ' THE LAbYS 0` TI''c 57A7c 0� �� U:' \� OTA. ' �y �I�� — � I/Y 8 • DA,L�, /a-J=E+� REG.tvO. S'Y6T CITY OF ST. P�4U� Date vf S?andafd • APPROVED_La1¢19F,7_ DEPARTMENT OF PUBUC WORKS Revision Plate No. _��.11__ _ CASTINGS E, F, & J 2203 CHIEF ENGINE J . • • 2'-3" • ` 4��16 �� I�' LUG LUG SEAT(2)�-- oih�o \ - ° —1� • � —� � \ � c--� �-j----- r- � - � \ • � 01 \ � _ 5'� r�-- d I � -a � �� I � I ' �y ° � -- I A 45° ,� � A '��R I • 39 - °D J . 4�" I " � - � m 38°j� i ' � • 450 I I i /� 1 r--- � /� � I / ;�,_� �2 ° ', � • / I ' -- I � ' I � I ��-- ' L � _�� 5 �VI • �LUG(2 Thus) Orill Bli�d � Hole Fa 'Cap Screw. • Tap To 4 DePth. 2�� PLAN ELEVATION � • Z�_3�� T" �� • y2 _ --Machine Finished Ssat � r--- � • , — _ r� r O �� i � � � � a NOTES� I. Thia Casfinp SAoll Bs Used With • - Grote Costinq'L And CurD Box — Costinq'M'-Standord Plate Nos. 3 3y4' ��_��, 33�� _ 2205 d 2206. �,_9 , 2. Use �"Fillefs In All Caners. • � 3. This Costinp Conforma To NEENAH S E C T I 0 N A�H Catinq Rsfersnce Refers�ce No. R-3250-A 9 M.H.D.Cosfinp No.801. 4. Fa Cotch Bosin Installotion Detoils • See Stondord Plate No.2012. 5. Thia Coafinq Sholl Be Consf►ucted Of Gray Iron Msstinp A.S.T.M.Spec. Desipncfion A-48 Closs 258 Or • Batter. 6. Weipht Of Castinq=227 Lbs. -- =5Y C:n^'i i�Y TYA°--;�S PLAN WAS �R�?S.ncD 3Y Ne 07 UNO�R NY DIR�GT • SU?c„V�SION AND 7NAY I AM A DULY ^n�G�S7cCED ?^nOFESSIOVAI ENGINEER UvD�R THE LAWS OF THE S7A7E OF Mi SOTA. ., ��.--��,� � ��-'�,�`�� v _ � • DQ`f� !t-�f-h7 REG.N0. rYu� CITY OF ST. PAUL Date of Standord • APPROVED_�1�-19��_ DEPARTMENT OF PUBUC WORKS Revision Plate No. _��1� FRAME CASTING �K' 2204 CHIEF EN61NE� • • � � q �� • LUG(One Only) / ��A • � 45° / • ��4� FL�W � �— ��R. / � � � c � � o � � � M p � d a 0 � PLAN � 2�-�� o i , �-�o � � ,�,� � � � , ,� � ��6 I I �6 • � �^ ��'at 3"Depth • � � _ � N � �Machine Finished SECTI ON C—C �I�k�"D N • SECTION A—A � I � � - M �� NOTES� ,. I. This Costinp Shalt Be Used With • �Yg I�/g" Frame Costing�K ond Curb Box 7-I�q'D. Cusfinq M�-Stondad Plote Nos.2204 8 2206. SECTI ON B�L7 2• This Cast�np Shull Be Constructed Of Gray Iron Meetinq A.S.T.M.Spec.Oesiq. • A-48 Closa 25B Or Better. 3. This Coatinq Conforms To NEENAH Cosfinq Reference No.R-3250-A 8 M.H.D. Costinp No.8t0. • 4. Wepht Of Castioq=145 Lbs. � -;E3� Cc^n"ii�Y TYA771:IS PLAN WAS �i�?:.^n�D P.Y ME 0� UND.R NY Dl�i.r-.C7 SU?ci4V;$ION AND 7NAY ! A1A A DULY • F�GIS i EnED ?�COFESSIONAL ENGINEcR UVJ° 7h£ LAWS OF THE S7A7E Of MI �': 07A. � i • Oa7c' �L -ti-�� R�G.\0. 5 YH I CITY OF ST. PAUL Dafe cf Standord • APPROVED_./�1� 19�.�_ DEPARTMENT OF PUBLJC WORKS Revision Plate No. --��! — GRATE CASTING �L 2205 CHIEF ENGIN� • � i • �"CAST-IN ANCHOR BOLT �`�4s• — �_ • I ry� --- --- / �— NOTES� • I. This Castinq To Be Usad With Fram� Coslinq'K'-Sfondord PIMe No.2204. 2. Fwnish 2-� a I I(4 Cap Scre�rs With Cut Woshsrs. Attoeh Curb Bo:To Fmm� • SECTION p�qN cos,��9�K�With Cop Screws Durinq Cu�b Cortstruction. I�emwe Cop Screws After Curb Hos Cursd ALTERNATE ANCHOR BOLT DETAIL 4: T��Cas�'nq ShalABs Conahucted Of • Gray Iro� Meetinq A.S.T.M.Spec.Desip. A-48 Class 258 Or Better. • ��_�,� �,_5�� _0�� --- -_ _ - - --- � ,�s4R ------- � -- -- — -�-- - --�� \N � I i � A � • — -------------- - --- - � „�w---i �ye I'-63�„ ��e�i� �� . � PL AN � � 3Y4 HOLE(Orill Or Cae) � 6�2 A� .—�Rodius — Aa F: u • ' • 4%� � �! pl�� v : I +R � 3i'4 HOLE(Drill�►Cas) -�o — / y 1`�\ � _ _ R. � \ ;/i' � \� � \ \\\ \\__"__-__" • 10i � J ----------- _ � A i'-�' 10'�" --��— !i • 3'-5" ELEVATiON SECTION AA � i3R_°6`f CcR7i�Y T}iAT TktS PLAN WAS I PR�?:.R�D 3Y Nc 0� UVDSR MY DIR.:G7 • S::?�RV:aION AVD T;:A� t AYi A GUL`t F°_G1S'ERED ?ROFESSIONAL ENGIV:HR uN ' riE LAWS OF THE S7A7E OF NES TA. e • DATEIL-1��1_REG.i�'0. SY6'9 CITY OF ST. P�1UL Dote of Stondord • APPROVED_11��_19�,7__ DEPARTMENT OF PUBIJC WORKS Revision Plate No. CURB BOX CASTI N G �M� 2206 CHIEF ENGINE • • • I • • • • , • _ . . _ . � PLAN NOTE -All Bearinq Surfaces Shall Be • Machined To ATrue Surface. 25 I/4�� • 24�� -� 23 3/4�� — • 21 3/4�--- -- Bearin Surface • x - } • Beorinq Surfxes 23 U2�� 23 3/ N � SECTION � Sloped Surface Flat Surface • CASTING N0. X Y CASTING NQ X Y 200 15J8° 21/4" 100 15/S 15/8" • 201 2 2 5/8 101 2� 2� 202 2 3/8 3" 102 2 3/8 2 3/8� 103 2 3/4 2 3/4 • 1 NEREBY CERT�FY TM4T TMtS PLAN W45 PREP�IREO BY ME OR UNOER MY qRECT SU�ERVISHrI AND TMAT �nr NOTE - The Manhole Adoptor Rinq Shall Be Made Of • �ou�r a¢WSr¢Rto vaoscssa�u� G� I�O� M�ti Th6 A ST M ENWNEER U�DER TNE� TME � � �eC.ificotion �48 E �� , , Class 258 Or Better. • TE�Q�EG NQ �� / CITY OF ST. PAUL �ate of Standad APPROVED.�..�C.?�I�� DEPARTMENT OF PUBLIC WORKS Revision Plafe � No. .�__ _ MANHOLE ADAPTOR RIN� 22p7 • EF ENGINEER i • • i • 9 7/8�� • Rouqh 4 ��2�� Oiamond Surface , � i� 3/8° � a� m N • M � � � NorE- This Step To Be Used As Top • NOTE— P L A N Manhole Step Only. The Manhok Steps Shall 8e Made.Of �roy I�on Meeting The ASTM Specification A-48 Ciass 258 Or Better. i • � � V2�� N � � • — I„ — a � � � SECTION ALONG � � 1 i1Cl1ESY CERTIfY TMAT TMIS PLAN wns w�vw�o er wc on u�s�rr OlilEtT �AVIS�ON ANO TNAT 1 AM • A OULY RE615TEAE0 MIOfESS10NA� ENWNEEII UIDEN TME� 0/ T11L TE TA. � • arclZ:i��.��aNa�2 CITY OF ST. PAUL Date of Standad • APPROVED_1�12�19G.T DEPARTMENT OF PUBLIC WORKS Revision Plate Na ��U __ M A N H O L E STE PS 22pg • CHIEF ENGINEER • • � � • � __J • �� `N �� • Rough � _ Diamond _ Surface N 1„Rodius • �� 3�,� �� • � M 7L�� --� � 10�2�� • SECT A-A P LAN � � � - - � � _ � a '� N • NOTE— The Manhole Steps Shall Be Spaced SECT ALONG � 16" Apart In A Vertical Aliqnment. • NOTE— � ��cw cc�r nu� rw;ru►N The Monhok Steps Shall Be MaAe Of �ws .�c.�co�►wc on�„�c�Mr Gray Iron Meetinq The ASTM Specification anecT suvorn;�oN ANO TN�T f AY A-48 Clcsa 25B Or 8etter. A 01J1Y 11Ei�?fCr►EO M10I(3SqNA� • N�[II U1aC11 TK 0/ TM[ 1L� L /�M�MF.i TA. • � ��.M�Or�,. CITY OF ST. PAUL Date of 9�andard • APPROVED��L.�_191i.7 DEPARTMENT OF PUBLI C WORKS Reviaio� Plate Na _ l_____ MANHOLE STEPS 2209 • C EF ENGINEER • • • r• - _ _� � • 2- �/2 x 2° STAIN�ESS STEEL O � BOLTS AT 2�� 0.C. • 3/q DIAMETER ALUMMIUM � �� „ • RUNGS (RIBBEDI 2 /2 x /2 ALUMINUM BAR • 2 �/2 x ��z 8��SPLICE PLATE IF REQUIRED • 4- �'«2" STAINLESS STEEL BO�TS AT 2��0.C. • � NOT£- ALUMINUM SHALL COMPLY WiTH AS.T.M. DESIGNATION 8211, ALLOY • DESIGNATION 6061 T6 FRONT ELE V. � • APPROVED BOLT pNCHOR �!(j�X 4" STAINLESS STEEL BOLT . Y�� j, d.p�jpa Qp�� - O�,ruee � .S_.� y� r. R�� `y�° Q�o 6� �� e °P ��4�Le��t�. �� :q ��1T��o O a� v'� o oC�a� ��,''d`b� Db� �o ;� . • 4`.'o ry °.d�l o�'� �-°'` e�.. R�° �pp . Q� d°�;�a �Q��Qa AO�� • y k�5�*'i � _Q��'iOph00 d.. '� �� ' . .: ; , . . y�� p .p yr � s. e �� .,� ,a i. � 7"x 3°x 3Y8 x 4"LONG ALUMINUM MANHOLE WAL� ANGLE SUPPORTS AT 8=0°MAX. 70 � - • - ' McR�'.Y C=RTiFY TIiAT TY.�S PLAtd W:.S SECTION A � A ?R�?::ncD �Y�!.'c C:. U�:G'cR VY D�.RcCT • SU%�RVISIGV aND 7HA? ! :.:! A i.;iLY R�GIST'cn�D PRCEESSiG\AL ENGINc=R Un��::�S:.G �.QWS QF IYC STQTL �f �wu�ry a. � �' � ,�� '�� ,?ir rr tl�,.u�Ly • GAT£, /y "`{'�� REG.NO.�� CITY OF ST. PAUL Date of Standard • APPROVED_J��¢ 19_G�_ DEPARTMENT OF PUBLIC WORKS Revision Piate ALUMINUM LADDER "°. v 2210 CHIEF ENGINEE � • • PIPE SIZES NOTE— Use ForDrops GreaterThan 2�-0�� MAIN C.I.P. DROP Above Invert Of Manhole. �� 10�� 8�� ji ��\ • 12�� 12�� i � �� 6�� 15�� 16" 10'� �� / ' \ � • >15�� Varies 12� // � �\ .. . ' � 1 � � � • _ STANDARD MANHOLE V. C.P. I C.I.P. � Cast Iron Pipe To Meet I 1 I I N Spec.-A.S.A-A21.8 \ \ / .. c • SIZE CLASS \ \ ' a � � ° � � 8�� 22 \\ � � / • 10�� 23 � / 12�� 23 �� ' � �� •� �� NOTE-Use Sufficient Length Of 16 24 � �� Cast Iron PipeTolillow Opposite End To Beo� On • M PL A N Four Feet Of Undisturbed SoiL � <: � I � � • ° COnCf21@ B�OCI( n . , ' ° ' �2•, I Class3A60 . � N `. o� I "Y" Bronch � • �� I V.C.� �C.I.P. .' I � . • I ' I ��' - - .° � 21�� I I Cut Cu�ve 30° - - ., :;:: • =tc ; •.° . � - ° . I I Fi I I Area Around - - � Standpi e With a • I ( Closs3L�60 Conc. � � � t Max. V2�Aggregate > � ;`;: recast Concrete Horseshoes-For HORSE SHOE I � �� x � � Detoiis See This � DETAILS I I � � -�►� ';, Drowing. � fV � � ; I STANDARD MANHOLE I I -,o • � I ` � If I I °° __ 9 �-- � -- - • , > ` � Cut Elbow Q' � � Shape Inve�t I � Jt' . , ' • � As Necessary�_ __ y . . . .° .�. T Conc. ease � � � � ' Class 3A60 e � • i►�¢er ceqr�r rHnr rws vuN � — --}-- — WAS PI#EA4RE0 8Y Mf OR UNDER MY u qRECT SUpERVIS�CN AND TM�T 1 AM P R OIF�L E • A OULY REGISTEREO PFOFE35pNAL EhGtNEER 1JNOEN TME LAWS OF o ST pi NESpT ( 3 • EJ��pEO.NG S� / CITY OF ST. PAUL Date of Standara APPRpvEp../_•Z1¢19�7 DfiPARTMENT OF PUBIIC WORKS Revision Plafe • Na _ __ �' _ _ OUTSIDE DROP 2301 . EF ENGINEER • � NOTE� This Cover To Be Used On IA, IB, 8� 4A Cotch Basins • Concrete Cover Slab To Be R�inforced As Shown. � STEEL— No. 4 Bars —27.0�La►q-18.0 Ibs. 4�� 2�� • � �� -I/2��Radius • ' � D - . .o� - ,_ ��- IA � ;� , �� , • . � � � SECTION � • 3�_4�� • t _ , n , a. ' . e . � o • • ' ' ' � . � � / D` o , . D N0. 4 BAR a) . ° .�� . � ��,' o' . o � Welded Hoops , . / • / ` o 'a I � n • .• � v _ Q �61�_6 � • .•1� ' s � . . e � ' � ' � : l � �, . . • . Q . 'Aov, o . �� ° . i . ` . � . v / � 4 - � � ° � ��o� ' .� , � N0. 4 BAR Class 3Y50 Conc. . , " , �� . o � , ' . (Welded ) � � � �� = . . .� . D . �. ° ��. . ." , v �� . , , o . � . , p . I�tl • wl I� 11 � � �' PLAN � �� rns n��o w rc a►u�R Mv OMIECT it�fAV1310N AN�TM�T 1 MI • A OFItY I�C18TE�E0 MOiES�IOM� M�OE11 T►E�AMi C/ TN� �4 • �/L'�lE�fi7 ar��' r�� CITY OF ST. PAUL Date of 9Fanda►d APPROVED_1..��191F� DEPARTMENT OF PUBUC WORKS Reviaio� Plate � l/. ' CATCH 6ASIN COVER SLAB �a 2�02 • EF ENGINEER • • • Fiabli�Ird S+.�sr Grode • � I • 2"x 4" Nfoodm Sid�e To Be Birrd Wilh 'o Bocldill Q � V.C.P. STOPPE (S�ol With Cems�Matat) N • � I � NOTES• \\ I y' �rq� �� / I.a 6'V�C.P�DouWe W�yt&h � �� As Nohd On Sawr Plan. � 2.ConcrN� Encos�nwd To EzhnO 4=0� JOINTS To Mset A.S.T.M. Abov�Inwrt 0►Up To Sqrs Oe� • Sp�c. Duip.C-425,Typ�� Braneh,Whichw�r b,L�ss. I 0►Typ��. 3.'Sonofub��(36�Min.Dia.)0�AppowA EQud Mq B�Used I�Lieu Of E�tfuq► Fams Fa Concrste Eneusem�nf. � 6" V.C.P. 4. ConenN Encas�mait Sholl EaNiM At � s . Least I'-0" Upst►wm 9 1=0�Darnsfream �'� From TM Outs�d� Of TM VMNeaI 'b ' *�Qa� .�ep . � .� ,��%�o. �oa,y�_.� Stoedpip�. , � �°�� ' • ,� , � � ada-':,-»- � . . 7 4 • � ' ��p�� • ' �fT.itANY��O.� ti:�0 `~ f ' • � :��•y �F i '�' .: . � �� i � ` -�: ,a ;� .Q. •;�„�i�•aO c•0 ,4 r.. �•,� � Ots°o�a O �tid� ' •♦ � .:�p . �o � �` CONCRETE ENCASEA�NT �+"e (Class IA60) V C.F Tee Bror�ch �a.. I p_p i�`o�np� �Q . WiM 6�� Spur �O�s�. 4�;e: 1 '"�°�+�D�°�q •o ��.�e�u�`��Q � �o.o�°�t ,+�, s � .:e e. �.��:e �` :o� .�.�� s�� ' =4•:•�a�� o,:- .. • roti' Qp�p,Q � �0 • . � CONCRETE BASE�To 8s cy 0 p.' . �•qti'��q°�o � Conatructed When SONOTUBE� ,,��4�•v a4. Q o o• Q da,� a Is Jsed. � YYdfA Of � 1 Outaide • Diometer Of Main Sewrer P1u Two Ft. . 1 H'cRE°Y CcRTIFY THAT TF::S PLF\ WAS PREPARED 3Y:Jc' CrZ UP:Dc.i U`.' �iR�CT • SU?Ef2VISI0N ANO TNAT I AtI q u;;LY REGISTER�D PRCPESSIC\AL E\GI\°�R UNOSR TtiE LAWS OF TH'c S7A7'c G= MI . OTA. � • ` p � //JJ?67 REG.NQ SY67 CITY OF ST. PAUL Date of Stcndard • APPROVED_J��J9 c�_ DEPARTMENT OF PU8L1C WORKS Revision Ptate STANDPIPE "°. _ � FOR V.C.P sEwER 2303 • CHIEF ENGIN R • • • Esraeiw,w sr�..t c►ad. . • � �, 2"x4" WOODEN STAKE • To Be Biri�d Wlth � Bxkfi 11 Q • V.C.F STOPPERS (Swl Mfith CemeM Mator) Zu • I I i \" ' � I NOTES� ��' � I. U�e 6"V.C.P. Sinq1sNye&anch 0► �� 6 V.C.P. DoubN Wyt&a�h As Notsd • \� �� On Sewer Plan. �� j 2. JOINTS To Mset A.S.T.M. Spec.Desip. i I C-425, Type I Or Type�. I I i • I � ! I I� • II' I � I; �V.C.P. '�� j I� � ��! li' � ;;. ' • ., ;; � 6"V.C.P BELL I , i I � � ,�I .. ' MORTAR COLLAR � . . . ... • —Trim Pipe To Conform To Insids Contours Of Moi� Sevrer. • MAIN SEWER .'�:�:? R.C.P. • • .:i.:}'.' . • ; �i�^n°_3Y G�RT�FY THA7 THIS PLAN WAS ?n�=.:F;D BY td°OR UNDER MY DIRECT • S:;?c�V�S10� An0 TMAT I A�/1 A DULY R�GIST:F�D PROcESSIONAL ENGINEER U\JER TH£ LAWS OF 7HE STATE OF A� OTA. �- ��.� • D.�i� ��-z�-�7 R^cG.NO. SYb9 CITY OF ST. PAUL Date of Standard • APPROVED__L.�,L�19��_ DEPARTMENT OF PUBUC WORKS Revision Plate STANDPIPE NO. CHIEF NGINE FOR R.C.P. SEWER 2304 • • • NOTE This Detail Applies To House Servlee Co�necfion Chonqa Where Existi�p Main Is Replocea With A New Moi�. � • • , E■istinp Street Surface EXIST. CURB • � • �EXISTING HOUSE SERVICE CONNECTION • CONCRETE COLLAR (3°Min.Thickness) . o, --------------- 2 d. • ---_=- ---=___= p- _________________________ �===-. , P � �:c _�'.:-_ '�� CAST IRON REDUCER �� \ • (Bell To fit Existinq Clay Pipe) �� s, `�� . EXIST SEWER .� �� `� �s, .I C�A \\ >.�. � " �L \ �o' � �, C��ae "' • F�� NOTES: e' • I. Ail Pipe,Bends,Ard Increasers To Be EXTRA HEAVY �'? CAST IRON SOII. PIPE Meetinq A.S.T.M. Spec.Desiq. 'c! A-74-66 2. Oiameter Of Replocement Service To Be Not Less Than The Diameter Of The Ezisting Service And In No Cose • Shall It Be Lesa Than 6° 6°V C.P 3. No Bend Sharper Than �/8 Bend (45°)SAoll Be 6uilt House Sewer Moy Be Relaid Into Boulevard Where °�o Necessory To Meet This RequiremeM Only�onq Radius ° • Be�ds Sholl Be Used. 'p 4. Cast Iron Pipe Joinfs Shall Be Packed With Oakum And � Calked With Lead Wool. Where C.I.P Joins V C.P,The Joint Sholl Be Pocked With Ookum And G►outed With NEW 3°Min.Thickness Concrete Collar R.C.P. • 5. Trim Clay Pipe To Confam To Inside Contoura Of New SEWER Sewer And Grouf With 3°Minimum Thickness Concrete Collar. • 1 HEREBY CERTiFY THAT THIS PLAN WAS PREPARED 8Y ME OR UNDER MY DIRECT • SUPERVISION AND 7HAT I AM A DULY REGISTERED PROFESSIONAL ENGIVEER UND�R,TH� LAWS OF THE S7A7E OF !vt!NN:SO�TA. ��i�J�,� �/iCll4�.'/_tct 1 r�_L1� � • OA7� �/-L�_FEG.k0. SY�,Z_ CITY OF ST. PAUL Date af Standord • APPROVED__L�� 19��_ DEPARTMENT OF PUBUC WORKS Revision Plate _�� _ RECONNECTION OF 2305 CHIEF GINE�� HOUSE SERVICES • • • NOTE� This ONail Appli�� To Hous�S�rvic� Conn�ctio� Chanq�s Wh�n Existina Main S�w�r Remotns In � S�rvic�. • • • • Va 7'T o NEW STORM SEWER � -�EXISTING HOUSE SERVICE CONNECTION i • __�— ' s —_ ��\. � �,; __ =_ �� . • •�•' �\ \\ CAST IRON REDUCER . �� (Bell To Fit Eaistinp Cloy Pips1 �� 3�MINIMUM CONCRETE • �� \� COLLAR \ Min• Cx IM Lin.Ff. XISTING SAI�NTARY SEWER • �° � \� 6"CNar Whan PbssibN— EXTRA HEAVY CAST IRON l� J/ SOIL PIPE A.S.T.M. A-T4-66 • i � NOTES: • I. All Pipe,Bends,And Inerease�s To Be EXTRA HEAVY CAST IRON SOIL PIPE Meeliny A.S.T.M. Spec.Desiq. A-74-66. 2 Diameter Of Replacement Service To Be Not Less Than • The Oiameter Of The Existinq Service And In No Cose Sholl It Be�ess TAan 6". 3. No Beod Sharper Thao �8 8end (45°)Sholl Be Built. House Sewer Moy Be Reloid Into Boulevard Where Neeessary To Meet 7his Requirement. Only Lonq Rodius • Bends Sholl Be Used. 4. Cast Iron Pipe Joints Sholl Ba Pocked With Oakum A�d Calked With Lecd Wool. Where C.I.P Joina V.C.P.,The Joint Shall Be Packsd With Ookum And 6routed With • 3"Min.Thicknsaa Concrete Co�lar. I MEREBY CERTIFY THAT THIS PLAN WAS PREPAREO BY ME OR UNDER MY DIRECT • SUPERVISION AND THAT I AM A DULY REGISTEREO PROFfiSSIONAL ENGINEER uND°R THE LAWS OF TFtE STA7E OF M OTA. � l,i t�.u.. • OA //- 2P- b% R£G.kO. SYG7 CITY OF ST. PAUL Date af Standa►d • APPROVED_J��¢19G�_ DEPARTMENT OF PUBLIC WORKS Revision Plate RECONNECTION OF "°. -�`�N,NE-- - HOUSE SERVICES 2306 � • • .�....�...� ..� � �v... � �.�� .� �- U.. �w.. �•.�• � IY I.fI� i �w 1•�!Y N' LI� fYp 1'�TY • W I.�M. � ! Ie IM'�T6• U' 47pM 7Np IM'�YY 7Y tlM4 ] uf IY•�7!' NOTE — Ram-Nek Is A Trade Name For A Flexible Plastic � •,w ��A �y��• Joint Sealing Compound Made By The K.T. Snyder '' °'"" • ° '"'."' w n.�.. ..r.. �a•.rr • Company Of Houston,Texas. An App�oved Equal � TA � � �•••�r May Be Substituted. "" '""' �" "''"' �r xu.. � .,. r.r,- w x.aw r .. r.»- w ae�w � .. r.�r • �r �waaw� rwr. rawe. \' �Ny r .}!• Y�. I' .Na�� .tq• 1I Y iti• 1.1tw�. W• IS r. la• JJlr a LMr U r • ! f.1f A� 40 r f�� Prime Surface Before Applying Ram-f�k I/4�� PLYWOOD RING • • ° � � � � � � . � ' � • � ' . . � � o Q n �. � � � . .. p � � . . D . G . ' � � ' • , • � . . . . . . d • • . .. , ' . . � v • � ' ' ' Q � . O _ � O O . . . , . .. , , , � • RAM-NEK COMPOUND i • i • R.C.P. pirection Of Jacking—�- R.C.P. � � RAM-NEK COMPOUND • . • ° � n � � � . ' � . . . . . , . 4 Q o V •p . . . . , , , V , ' � • � . , . ' ' . v . • ' ' . ' . . , � • p� ' . . . 0 ° D � � p , � , . . . p _ p . Q - • I/4�� PLYWOOD RING • OPEN JOINT CLOSED JOINT • 1 MEREBY CERTIf1�r►MT TIN$K,AN f MMS MIEPrq'D 9�/IK OR UTAER MY pRECT SUPEJtV1�01/ MiD TIiAT 1 AM . A WJIY REG.iTEWEO PNOFESSIOMAL ENGINEER U1OER T1E�AM! Oi TNL MNNESO . • I • a�/�-,/-�ZaeaMe � CITY OF ST. PAUL Date of Standard APPROVED_1.oZ��19L.7 DEPARTMENT OF PI�LIC WORKS Revision Plate • SPECIAL JOINT FOR "a -- � �N ER J AC K E D PI P E 2307 � • • • ' � . a � - • D Q � a . � . .� . \ . 0 9��Minimum a / o • � MASONITE OR STEEL 6x6- 4/4 WELDED � � � � � INTERIOR FORMS • WIRE FABRIC . ", . . G o " = 3,� a. • • - , Q • a WOODEN BRACING � • • � • , G . .1 , , . ` . a • � • . • � , � - . / , \�''' . � �/ • d , • - - CLASS IA60 CONC. • � ' "" , � • � r I � � � ° � • ` � °�L=--J . - �_ � SFCTION A-A • Voriable 2�0�� Maximum 1 �'"'� • �2y� 12° _ , M • o� .3". ° . .3"— . . . o . , . • � I � ( • 33�� R.C.P. I I 33�� R.C.P. (Min.) I � ( Min. ) • ( � � � • � � • � ��: e. e , ,,�. . ay ' a ' • ' .° ' , a .' ° . � 8��x 12° CONC. BLOCK • ��cw ccRn►r nar nRS�uw w�s n�riwm�wc a�u+oe��r L 6MIECT �di A!!D TNI�T 1 AY • A OtJ�Y 116pSTE�tO .�� LO N G i T U01 N A L S E C T I ON M tROEM T1E TML • � � CITY OF ST. PAUL Date of Standard APPROVED_L!=��19�r,T DEPARTMENT OF PUB�IC WORKS Reviaion Plafe • No. ---- � - CONSTRUCTION JOINT 2�os • EF ENqNEER • • 12�� • � - � (�ON, _ v °� NOTE– Fr�� C \` N °. Trim Flush With Inside • ot�h . 9 a• Woll Surface Of Main •:.:; . 9 Sewer. �•••• os�n I � � . ; 0 � - . � N a • o� rout All Voids • NOTE— Wedge Pipe So That Bell Fits Firmly Ayainst Outside Edqe Of Moin Sewer 8efore Pourinq Concrete Collar. :�•:��:; � ' PL AN • ' � i � %�- � Fr°�`o� � - �Ot�h� ° ', ° • . . . . � . eoa�n\ o � � � � N . .. e • • a • , . . a. Combined Or NOTE— If V.C.P. Is Used For Catch Storm Sewer '��' • Basin Leod Build Ookum ; And Cement Mortar Jant. •`�,:;.: • ,.,:. � CONCRETE COLLAR � Class IA60 Conc�ete E N D V�E W NOTE— ' • ��w cfRr�r nwv n«s►u« This Construction FQr Use In w�►s �r�o w�oR�,�r Connectinq 12��Or 15�Diameter �`� ,�� ""�;,«"' Catch Bosin Leads To 24��R.C.P. • 11 tM1ER TYE ar n�c Or Larqer Moin Sewer. � . • *�t2.s�..�--,�s.�a�lf� CITY OF ST. PAUL Date of 9tandard �ROVED_�%t�2�19G DEPARTMENT OF PUBUC WORKS Reviaio� Plate � CATCH 6ASIN "a ��'''�-� CONNECTION 2309 CHIEF ENqNEE�e� • • • • • • • • � • 2� 6�� 2� 6�� 1 I/2 ( I/2 • I . . � . . ' . • p c ' . • . I , . • � : , • • • -M� : • �. . � • • . ' . . . � . • , ' . .• ' • . ' . � � • : • . • � • ' • � , � . • �. � , • , ' .. . � . ' , � , . . . . NEW PIPE . . • . . . • . . • . : : ,' .'. : : . • �. .' . ' . • •, . : ',. � : • � . ' � r • .� � � • •�. • � �� Existing Ground Line � TYPICAL FILL SECTION , NOTES— I. Remove All Peat, Silt And Black Oirt Within Limita Of Fi I I Sect ion. • 2. Fill Material To 8e Sand,Gravel,Clay Or Combinationa Thereof: Containi�y A Minimum Of 1096 Clay Fo�Binder. 3. For Embankment Compaction See Special Provisions. • 4. Modify Side Slopes As Necessary To Confine Fill Section ��sv cE�r*w�r *�«s n-n� Within Existinq Street 0�Easement Limits. w.s w��co e��on uNO�Mr 5. See S ial Provisions For Restoration Of EmbankmeM OM�CT SUPERN�fki Atq TMAT 1 AY � • A OU�Y REiiSTEREO MOiESSIONAI Surface. � �p T�� T"E 6. The Minimum Cover Of Fill Over The Pipe Shall Be 3=0�� U Unless Otherwise Stated InThe Special Provisions. 7. The Minimum Widih Of Fill Section At The Top Shail Be • *��'"�';1 �� 5�-0�� Unless Otherwise Stoted In Special P�ovisions. CITY OF ST. PAU� Date of �andard APPROVED_1e��19G,? DEPARTMENT OF PUBLIC WORKS Revision Plote • No. .%_____ TYPICAL FILL SECTION 2310 • F ENGINEER • • • 2-��x 4"Wfds STEEL STRAPS To Be A Minimum Lenqth Equivalsnt To iG�The Outside Circumierence Of The Pipe Plus 18" • • • 9°Min. �„ / 4-�/2 x 13/4 MACHINE BOLTS With � NUTS � , ,. . � ; �4 Min. • (When Bolts AreFully Tiqhtened) � • STANDPIPE • PLAN � � � � � � � �� , � � � I STANDPIPE � I j � . -_.------- _ ._-.---�- ___ ._. - . '- ELEVATION • NOTES I Type And Size Of Stondpipe As Shown On Pians. • 2. Steel St►aps Shall Be Bent To Fit Snuqly Around Siandpips. 3. Tack Weld Straps At Minimum Gf 4 Equally Spaced Locations On Top And Bottom Of Straps. • 4. Type Of Steel Shall Meet A.S.T.M. Spec. Oesiqnot�oo A 242-66 For Hiph St►enqth I HERE6Y CER"i I�Y 7MA7 TYIS PLAN WAS LOW AllOy St►uC1U101 St!!I. PREPAREO BY Nc OR UVDER NY DIRECT • SU?�RV(SION AND 7NA7 I AM A OULY R�GISTERED PCOfESSIONA� ENGINEER UNOER THE LAWS OF TIiE S7ATE OF MI TA. > �� ri� [�i��/Lo .�C U lt c'id • DATE i/- l��7 R£G.N0. -S��'? CITY OF ST. PAUL Date of Standard • APPROVED_�1?��E19�_ DEPARTMENT OF PUBUC WORKS Revision Plate No. __��v _ _ ANCHOR CLAMP DETAIL 2311 CHIEF ENGINE� • • • _ • PROPERTY • LINE STREET SURFACE � • .......:,�..,.. . .. ...�.. :o-: , ...., . : , '.:_. . , . . ...�� J , . ...:... i• :�'::.':.•. ...... , b a . :. = b � � Approved coat iron crnrer ° io • � � f • i _ • _ i , • • cxour aound Pipe • inimum 4"wrouqM iron or cast iron � casing qroufed in plae • � 5�t�G .........::.....:...: ' �� , e . ., ," ' + • � • y .. °: o, �'.I,�,��. .• � : - ^ : Stadpips connectfon ro aiatinq . - tunel as per std.plob na 2313 • ,O p :':� . i . :o . • • I I'�F°_BY CERYI�Y TFiAT THIS PLAN WAS PSEPkRED 0Y KE OR UNDER MY DIRECT SUPC(iViSION AND 7HA7 I APN A DULY • REGiSTERED PFO�ESSIONAL ENGINEER UNDER THE LAWS OF TFiE S7A7E OF MINNES A. � • DATE !'2a-�f R�G.hO. T3/a CITY OF ST. PAUL Date of Standard APPROVED_�L?�_ 19t�_ DEPARTMENT OF PUBUC WORKS Revision Piate � _�� ___ __ HOUSE SERVICE CONNECTION 2312 CHIEF ENGINE R TO SANDROCK TUNNEL • • • • NOTES I. Size& Kind Of Standpipe As Shown On Plons. 2 Minimum Width Of Concrete EncasemeM STANDPIPE • Sholl Be Equol To The Outside Diometer 3'-0�� Of The Stondpipe Plus 2� 3 All Excavoted Sondrock Shall Be Houled � To The Surfoce And Deposited Outside The Limifs Of The Job. Grout Around • 4 All Pipe Bends Shall Be V8 Bends(45°) � � P�Pe And Sholi Meet The Specificmions Stated CONCRETE LINING(Clasa3A60) In The Special Provisio�s. To Be Consiructed In Unlined Tunnels 4�Upsiream & 6� ' . � �Z�� Downsiream Ot Stondppe �g • Inlet When Standppe Is . � I � 10°Or Lorqer. ��y _ II V 'V : � C I � �,.�'�� ° • 3�-O�� \�\ �� b /v �. .` ,.� 6�� J� M.. � / 2 �' r • I STANDPIPE � � Grout Around _ ' • r c� CONCRETE P�pe ENCASEMENT O • �lr�v� -N '� r (Class 3A60) • I�I ? I �• , �► i0 12" I I� • I � � �� \ 12�� G �,�.�� ° � . UNLINED � �" � TUNNEL SECTION �N `�' < ;.< '� ' , i2,, �_ I � `CONCRETE ENCASEMENT � ` (Class 3A60) �� i. o I T ML p . �.: 3�-0�� • \ ', � STANDPIPE Grout Around il I Pipe � �� ' �'i REINFORCING 8AR -\� . ; (Remove Where Necessary v� i ? 12„ • PARTIALLY LINED -�� , TUNN EL SECTION �'NG � ` � > '° ` �, � � �,, ,: ,�v ' F • � , � , / a : /2•, • � � ' CONCRETE � ENCASEMEN"i � I (Class 3A60) o...,"�i • � I HEP.E6Y CcR"i IPY i;tar-i rtS PLAN WAS � PREPARED BY Vc 0� U�IDL-R MY DIREGT � � SU?u;VlSION A\D TtiA7 i Aan A DULY � ' R�GIS7ERE0 PRO�ESSIONAL ENGINEER '� UVD�R 7!'E LAWS OF THE STA7E OF M,N��oTA. L I N E D ' �`�°. '� ;1-��tt�l;- TUNNEL SECTION � DAT /i-t.�'- �-1 RSG.NO. -''�'�'� CITY OF ST. PAUL Date o�f Standard • APPROVED_J�¢19 c�Z_ DEPARTMENT OF PUBUC WORKS Revision Plate �� STANDPIPE CONNECTION "°� -�� `'`'y-�`6"'�- TO EXISTING TUNNEL 2313 • CHIEF ENGINEER • • NOTE' • 6�� Thitk Sand Cushion Required • WELOED MIIRE iABRIC-Minimum Ssct�onal � • Ar�a St�N 0.20 Sa in P�r Fr Eacn Dir�crion _ + Or No 3 R�inforc�ment Bars Spae�d A� 6" p CMb/s EOCh NfOy � � � � �a • � I� 0 �o A �--1- �-r-- .;ti A � I � � � � 3' 9% � PL N • Providt Tro SY8 Liftinq Ey�s 0� OtMr S�ew�MNOI O�vie• Fw Mondiinp. • I . I PRECAST BARR L SECTION I .I • I I � I�� ---1 SIOD• Inverf InaiAe Sfructure To Be Casf In Field I" Par Ft lape �I I � i� 3'�� —�_ I I I �U7LET�iipE • I .� :� : �: .�� . . � �. . �---�_yl �� I�T T�� Z1�TT�1, 1 • PRE-CAST CONCRETF BASE SIOp�O Or Vartieal Sides (Class 3A60) Are Optiond � SECTION A-A • I MEqE6Y GERTIFY THAT THIS PUN W4S PREPAREO BY ME OR UNOERMY DIRECT SUPERVISiCN ANO TH4T 1 AM • A DULY REWSTENEO PNOiES510NAt ENG�NEER U�ER TNE LAW9 Oi TNE OF M NES . • DATE �'1�-��en�p� CITY OF ST. PAUL Date of Standard • APPROVED_1�1� 19l_�_ DEPARTMENT OF PUBUC WORKS Revision Plate PRE-CAST CONCRETE BASE, "°. _— HIEF ENGINEE — MANHOLE TYPE I 8� TYPE II 2314 � • 8�� • I��Clear I��Clear A � - - .� I � N � - •' � :�:; ... • � I � � �fi '"� ° � p�o• No.4 Bars ° . _ �E`i . ;� � I No.6 Bars ( Bottom) — ►- • l No.4 Bars (Bottom) . � � -� �� • A • PLAN SECT. „ TYPE � MANHOLE COVER �� °p�. 8 • I"clea� A • � • • 1 j No. 4 Bars (Top) � o No.6 Bars (Bottom) o • _ , „ p�o• - � _i No. 4 Bars (Bottom) r' • I - - `o �� I � � I � � // _N� — U �N= • � � � ��. � • Q • PLAN SECT. TYPE �-S MANHOLE COVER • 111f11E6Y CERTIfV TI4AT TNIS PLAN W49 PREPARED BY ME OR UNDER AIY qRECT SUi'FAVI510N ANO TNAT 1 AM NOTE� Concrete To Be CI038 3Yr'JO. • A DUIY REGISTEHEO a+o�ss�oru►� Steel To Be Intermediate Grade NEEN UNDER THE lAW3 OF TME + ST E MWNE�TA, Fg= 20,000 Lba./Sq.ln. %�/ • WTE ��s�� G.NO� CITY OF ST. PAUL Date of Standard APPROVE� LI9 DEPARTMENT OF PUBLIC WORKS Revision Plate � � PRECAST REINF. CONC. COVER "°. C EF ENGINEER -- FOR TYPE � 8� �-S MANHOLE 2315 • • 8�� I �/2 Clear • A I�� Clear • � �� .r.. � � • N / — ~�,• • IA � N .� • No. 5 Bars (Bottom) o �c� o 0 I a� _ d o ��`�� - U U • I - - I -N � -N � \ \ i No. 4 Bars(Bottom) o� No.4 Bars(Top) — • � � � A �, PLAN SECT. � TYPE SZ MANHO�E COVER �o„ I �/2�Clear • A I��Clear � N ,�.�:! • �.� 01 N 01 • _No 0 I / I \ � \N � V — U • No. 7 ears (Bottom) _N � o i �� 0�0' 0 ' No.4 Bars(Bottom) � • � � ( No. 4 Bars(Top) � ` / � • � 1 HEREBY CERTIfY TNAT THIS PLAN � WAS PREPARED OY ME OR UNDER MY p�q N S E CT. DIRECT SUPERVIS�ON AI�TNA4 1 AM T Y P E V—S M A N H 0 L E C OV E R A OULY tiEGISTEHEO PROFESS�ONAL • E N R UNDER Tf1E LAWS THE AT 0 INNESO NOTE� Concrete To Be Class 3Y50. /-3i-�o Steel To Be Intermediate Grade, • TE EO.NO.�¢� FS= 20,000 Lbs./Sq.ln. CITY OF ST. PAUL Date of Standard APPROVED�Ac.��l9�� DEPARTMENT OF PUBLIC WORKS Revision Plate � �� PRECAST REINF. CONC COVER Z316 �- --- FOR TYPE SZ 8� Q—S MANHOLE h�EF ENGINEER • • • • EXISTING GROUNO LINE ;f° � °ae ;�::•.;.°;o;:;:::•;•�;;� �a;• ; °e�o �iesoae°ao• — • e�� .1.•' �;� �;�.�: :,: e , , °t�o� ° �se '•t^° :�:°�a . • a,�po e}a aFe,e��,�:a �;o o;��. e�-o eo�e ei%�, •1;: • °.�° °°�'.� '1'•' '•�: SELECT 1.°� , °�`° . .� EXCAVATED MATERIAL '' ;o�� %°o°<'o� '' • \� p ,oaoo ��o ; .so. O • , I • • o 0 0�i : a 'p°p�,. Min. �/4 0 D. a'd o. Q o= . •o , Ooo�q p�,°i��•0 , p�lj� � ,o� D�j`S o¢..dp°Q.op�o...o�o>.. Min. /4 I.D p APPROVED '' GRANULAR MATERIAL • X i X 0.6 O.D. CLASS IA60 CONC. CLASS �A� BEDDING CLASS �B� BEDDING � • WALLS OF SHEETED TRENCH EXISTING GROUND LINE • o� , � ,��: o,: �� • '.�: ,° ��:�;'� es4 °�°e °aa.o°o °J,°o°o • e°�• ��,.°� SELECT EXCAVATED e�o oe� ° o ' °'7° MATERIAL e�• e�° • Ts O • • e i X 0.6 0.D. • I HEREBY CERTIFY THAT THIS PLAN WAS CLASS (C� BEDDING NOTES� PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND 7HAT I AM A DULY I. O.D.=OUtSldB Diameter • REGISTERED PROFESSIONAL ENGIN£ER 2. I.D.=II1Sid8 DIOm8f8r MINNR 7HA LAWS OF THE S7A7E OF 3. X=12°FOr 12°�hfu 48°Dia. � n n , Pipe And X•IS For Pipe �y., �(J.,�(,.,,f� Larger Thon 48'.' DA7�3'Ll'6 R£G.kO. 73/8 • CITY OF ST. PAUL Dote of STandard AFPROVED_��?�'19�� DEPARTMENT OF PUBUC WORKS Revision Plate No. � _�� v _��`_''�— -�— TYPES OF TRENCH BEDDING 2317 CHIEF ENGINEs�� ER • • • • • Naw Sewer • �� 12 �60 60°� 12 0 • p aO d. ' a o _o 00 �o ,p q.. �, �ag�a o pq p°e�o�QO�'oc��.. Ooopao Q Q:°O op o:a 40�Q o po°a� fl o Qb0°A�o CONCRETE SADDLE o,00 QqRQ.°n a°o Gkroo°,o oo�°,a.0° pQ9"o c�°o°�P' (Class IA60) • �•°.$o Q °ao a°o o°�'° o'ao9 °bo q'a. po 4 �Ilpo op e�oo D�� .0 .�po... o4o0A�y°•.Q Q�.�go�op ¢o o�o 0°0 �QO Qo;o 04��,oq to qQ¢o�Q 4�°�D�o �a�, on�.a oO o �:o0 0 Qoop°°�`.�°o pp�e�reooQ PQ o. a 0 no u.�yapa $ Da CJ Q�b o a:• �a OG bq�.t • ? rtyo a0 p��t Qobdo 0�00�0 a O;Qa�(,�O$O -��PpQOQ°oae�p� cs oQ�`� o�a Q:Qn � $a: °;o Q o��.%O oQOOL?°oo°t2� '� �p � c`3oo�}� o'Ob` oU0 ::tl O,aoo�o:oQQp.Q QqQ.�d.O.�•VO�.. • Existinq Sewer • SECTION A-A � A�l • New Sewer • - - - - • • ----------------------------- CONCRETE • SADDLE /- ` (Clcss IA60) � .� � �� ;� � / � Eaistinq � � • I ' •�1 � � i �� Sewe► i% � � . 6�� . . �i fi�� -- ' i • I HEREBY CcR-i IFY THA7 TYIS PLAN WAS ` ' ~� PREPARED BY NE OR UND:R NY DIRECT SUPF.iiVlslON AND 7HAT I A1A A DULY • R�GISIERED Pn^OFESSIONAL ENGWEER UND�R THE LAWS aF TIiE S7A7E OF ELEVATION MIYNE TA. • DAYE - " R£G.h0. �3/B CITY OF ST. PAUL Date aF Standard APPROVED_j��19F�_ DEPARTMENT OF PUBLIC WORKS Revision Plate � �v ___ _ CONCRETE SADDLE 2318 CHIEF ENGINE FOR P I P E C R 0 S S I N G S • � i - 3 3 8�� • 8�� 3��R R �� ConCrete Base 3��R /2R. .,. • Cona�ete Pavement •. _ Aspholt Surfacing-- •��',A� zo ..,•. •.� .�p �v:. : . :/: ;p,�.' :D : , o� a • 17 -G. �2 � � � p,. • ' �"��1�� d ��/ ; : 'a" �� a= . �' �.��o� -4. � - �, � , - Y• � . ��' i t' 2. .A � �� 0' "�t ;/• •�� 0 ,d. --6�� ' �', j .� �f' s7T� ;� .��.. � • "° �` , : � p' .D,, `.. . - - '• '�: 'o• 'o- ��'� 4 :A: Place %2 �6 x 2�-3�� Reinforcing Steel 2�-4�� 0. C. • i4..�a` 4' TYPE I � �8.Q.I:° �� TYPE 2 • 1 HFJtEBY GEfITIFY THAT THIS PIAN N q 4 4' � W4$ PNEPAi�O BY ME OR UI�ER AIY � q=` N qRECT SUVERVISION ANO THAT I AM q ;q-0_ , A OUIY REWuTEREO PROFESSIONAL .,v• 4,.' • ENGINEER UNDER THE LAWS OF TNE STAT� os KEYWAY DETAIL • WTELcl�ll�AEG.NO +�d � 8 3 6�� • �� 6�� 4�___ 3��R �':I�:R.� Concrete Base .. � � . �/�.� Asphalt Surfacing 'p••��,�� ° • .'p, p. .: - • . � • ' . •.. .Q. •, � . �� o• a a. _ , 4 - . _ - A�.� . . . • " q . -- 4• ;.+. . O . • • . 4 • ,�. . � • :o. • - . . . 6:-::.'•=;, p • >° .:,: . •�;. � q .4 - 4 e:;•.•:. '•;:, L 7 ,� • TYPE 3 TYPE 4 8„ i ,� 3"R i • 6� 2 8�� 6�� R. 3 � ;b'', �•' • D :�.o' Concrete Puvement 3�� R :, - ;�`' - ' , • •. - • =a 3��R.' � ;=D a. a io q ..a . .. . . _ • , . _ Q 'Q;.' o=: • � •.d•.:. q �a a� :Q• � t. � � - A : , - _ . : - �4- p' . ' ; � , • :a: 4 A. 4 . .q' ,•a . � o• �'q ''d' 's � TYPE 5 TYPE 6 NOTE� Joints through curb shall coincide with the joints in the povernent. • C1TY OF ST. PAUL Date of 9tando�d APPROVED.F..F.�.g z�l9b$..._ DEPARTMENT OF PUBLIC WORKS Revision Plate • C4NCRETE CUR6 N�� _.1��'� 3400 r • • • 0� • x��dO�� a� � ,� ��/ y�'�Si � � -f-� � � �' cn �- � � _ � � � � � O 3 � � � V v Y � j� � � a v '�' H m v � � J W • � Q N v • W 2 °C v � � = Q - y � °° � � � � � � J �i O � � i °° � � , � � � • � � 1 HEREBY CERTIFY TMKf T►NS PLAN • W4S PREPARED 8Y ME OR U/�pER MY DIRECT SUPERVIS�CN ANO TMAT 1 A1N A OtA.Y REWSTEREO PROFESSpNA6 ENGI UWER pi T/IE �TA MINN � 4ATE - '� EO.rn3//S • CITY OF ST. PAUL Dote of Standard APPROVED!`?�'��19,5� DEPARTMENT OF PUBLIC WORKS Revision Plafe • No. - BITUMINOUS CURB �001 CHIEF ENGINEER • • • • • • • � • 2 • • r-' ''„�" E�p� � pR�J � - � � / �� , ,- � / , . ,- 'sx , . � ' . -'-' I" L I P � � � ' �<,� ,, �� • STAIVDARD 61TUMINOUS CURB • I MEREBY CER71fY TMAT THI$PLAN WAS PREPAREO BY ME OR UNpER MY DIRECT SUPENVI,gIGN ANO THA7 I AM A OUIY REGI^ rtEO PROFE.::,IONA� EN6INEE EN TF1E AWS THE • f7ATE IMINNESOT � WTE z 6-6d sE0.N0 3�I5 • • / L CITY OF ST. PAUL Date of Standad APPROVED�.�L�_t9R DEPARTMENT OF PUBLIC WORKS Revision Plate � 61TUMINOUS CURB OPENING "°. • 3002 F ENC�NEER FOR DRIVEWAYS � � � � w 0 � a ° �. o a - m p } � W � � _ � � � _ H ZU — a �p W � � 7 M � c� U � �'`� � c� g �� o }� � o ; 3 V Ua o 0 0 0 0 � v 'ON� � NJIS34 � � � � �� N o w a } � �A 1� M O � � m a - ~ = M N — - _ � � — Z * � W J V M � F= M � �� . °�:,4 -..� �� Z Q Z 1n G� � K� M .�a• ,��. ;��".�� a 3 v >- � o 0 0 0 � ;;;' .�; - a. v � o 0 0 0 0 � ,r'�� . •� :a; �° 'ON � �Q,� r�i ,�,e: ��• N�JIS30 m m � rn � �.. �.� . r' '!.;,.4 3 � #�� •'A'�.� } I� IA �t 01 � �: : ,t��' �'. W � � � � 1'O N N W � .•�' . • - - - - - �. ' N'f .� �.�• - �� _ W Z U � �1�� .,' •�'.' - . ,'n _� a' � :�v,` ' c:�: , . : ` �s� N U (/j ~ N � � 1A 1� , - " - - ' ° Q � 2 M � 1� O . , : , � 3 c> j � � � o o � , ., ,�ti� r 4 V O O O O O :� ' •��' ; , ', , � ��i ON N � a�c � � � ., .:•. NJ IS30 a� m a3 c'ly� � ��. ' . � ' , : � � G p� N t� O � � � ? W ti � � � �� — — — — — - W � V � ; � Z � � � ti ti � • Z N � . . , . . 3c� > > o � � � � � U g p O O O O a 'O N a� co ao ao a � NJIS3a � a� °� m � , � � �a � �� - Z m _ M IA � f_ 1 HEREBY CERTIFY THA7 TMIS PLAN � � � WAS PREPMqED 8Y ME OR UNOEl1 AIY N � � dRECT SUPFAVISION ANO TNAT 1 AN Z a � O � 01 Q� A OULY REGISTEAED PROiES51pNA1. W ENGINEER UNDEA TNE LA TlIH � STA� OF I C69�R. Q = � (0 � � � /� � � DATE�LVO OEO.Nn 5220 � C I l Y O F S T. PA U L Dafe af Sta�d�rd AF�PF�04/ED F.��.�19f.8 DEPARTMENT OF PUBLIC WORKS Ravision Pld� � �/ CONCRETE CURB AND GUTTER "°` ��- -- - 3100 CH IEP� EN�NTE DES1t3N B � • J Q • � W _ ~ .�. � � Q • p 3 � o W = a a o� J O J � J W ti Q i� • N a � V a V = � Y tt� y (� O °� Q W � • H� y � W 0 � � r�� (D W dbl J � / • � � . W � 2�/ H- a �. � .. • = N I'n O � � a 1 ' �� qC� �� '�� 6. ` � � • � �,�` r� , ao� � N a V� t0 ° •�4�e' <.�'':� N Q e, �°` vy,o: � �1.� m � � •AY! vL..l !s� o V � . � -.l� o�I �� al Q .. � � .':?.:�...v �:V�U n � �L. � v � U � � ., .�4�.� W � W p��. }i N W M i�:��.,;��,�- Q Q • � _ ��s r o ;; � (� �'a�r r m N a W ��6SJ: U � � „... �.�,`J.. �A O N � �, �,,-. Z • U (`�� t;� v� � 2 } p � :: � �. ,� � � � � :�. �:r � � .. - Q � Z V r t ig z, � F- _ yL „� �y'�,, J � .} � p �t t , N — a j�+�� V m y v J '��`Cf'a.; � - = x '� €. N V M G�::.,.;�'�n�.' l0 N W L � • � O � ".;,/ �1 .."' � � r� �jJ�,.��'`.fl � {�'. �: o .t:_'-,.4�� _ W O �-,�. .� �.'_:> • J = Q N 'e. � C Q G • ja m w °1 Zv �1 � � � I o —� � I I I MEAEBY CER7IFY TH4T TNIS PLAN WAS PREPAREO OY ME OR UNDEq MY qRECT SUPEAVI�IGN ANO 7HAT 1 AM A DUIY REGI�TEkED PROfESSIONAL ENGINEER UNDER THE�AWS F 7NE • STATE IMiNNE50T A�. D�TE " E0.NO 31i5 • CITY OF ST. PAUL Dafe of Standard APPROVED!��_I DEPARTMENT OF PUBLIC WORKS Revision Plate CONCRETE CURB a GUTTER "°. • ----�� - - DESIGN B 624 3101 CHIEF ENGINEER • • i • • • w • • • � • � • • • • • • • • • • • w�;;r,:�.: � ��..: . ,. .:.... .. ti� ?��' • �� : � ,. � b h Y ' } ••,�+ ' 2q �,� = �i`S}Mp� i • � � � ,��' 4 3� ��: � � - .,� N � � 2 2 � .;��- 3 pa. o � °5 x r � W �r��".Q•. • , � R 2"i � ��i�t . � i'' � �c.�-i �y" O 4 3 � ` ..< :;a>>y�-' '�.!j Q o. : ;�.:. c�+p . • W '�' s}�� . .:Q�s.G�.., p„ , .a��x a • -: � ' ' �''� ' � J � k. : ...�: C7�;. � '�* . D:' r L • s. �� n ,�{��a O 5�� /!� � a/'�. .0 V O • �",�.'1�,M; �/ �Z✓:.!']�.�/�, � t,S..... ,� Z :� S..i ��. .'_'x::;',Yy`{::� .Q'�� ' O 'sc;i%` 'z ��(�:s'�:' W �,1.�/7 ,b. • �., �. �. � K �, 6. t�,�o � :t, .�:.....,��,,s.. O sD�:�.a.�:"} � �`':3�:":::il'�� ' `'�Q.(;�/• t.f � s, -_ '.`:-t:i:i•::. R.GJ�.�+.p '. • � �. ` � Q ��;. I Q� • Z /y a' 4:o e./�.. } W 3 ..�o.�fJ W • �, W �J:�a:4�� C.a • Oa � i ,; � > ��:c��. O , .' ,' _ �y p�o:Q:�. :;�i,=: '^ Y. � V � � � . � .::'...Y.� as � ,, �. �� -_�� a �� o � � � � � ., o� . � � �,_f . V • k 4 t.. :L `' •'��, � `'x: Z • ;� <: U .� M y • �. - } - {�: (/IENEGY CENTIFY fMAT illt,i PIAN • WAS PpEW1RE0 DY ME Oit UNpCq MY DIRECT SWERVISION ANO TNAT I AM ". �! AAULY REWSTENED PqOFES510NA1 ENGINEER NDER T/IE L S Of TIIE iTATE MINN A, • � \ ' 1� � . -' - , (n � MT[ fO.N 3�� - .�:;::' ' �k,",,�-�< a 2 • ;� ��: W O ,' '� - • l �` :��. nY .,'� _S -`t. ��K �� Y . • �� i65�Ti~i,- CITY OF ST. PAUL Date of Standard APPROVED.� �_I� DEPARTMENT OF PUBLIC WORKS Revision Plote • CONC. CURB E� GUTTER OPENING "Q• - ' FOR ORIVEWAYS 3102 HIEF ENGINEER • • � e A . ., • , ;O, . .p '� • •� • •,' : '• " ' :r.' .'. 8-624 CURB ""� '�*' 6 GUTTER � �'v . v . �o. • '. �, • v •� ; .. :� ;� v . : �' . �. , .D: , .v y�• . ' 6 � 8 A � • CITY CONC. MIX 3Y32 • 3��R VARIES 3��R. �• �.• . .-►. • ,o,. P ,.��. � .' � . ,'b�, ,.Q . .a._ , r •�' ' .P: i ' ' •3: :4.".: i .. v'_• � •s:: • -� ` /_� SECT I ON A-A � CONC. PROTECTIVE NOSE � CITY CONC. MIX 3Y32 • RI �� 3 R. � 3'�. �.,`-o �. -� � _ ."� ��'Q..QS � . �� ,0:..:.�" ' •' _ 4. • ��l..�i.ri:o i��. • �, a • SECTION 8- 8 CONC. PROTECTIVE NOSE • i Narcw u�r►rv r�a► nw� wrs r�r+uco w Mc v��Mr OMECt fUPEAW5ti0N AND TN�T 1�A1 A 01�Y IIEQIST[R[0 N10RESSIONAL LMO�iK[II 1N�D[It TM[A��AM�.� �ML • i1MTt OM�MN -'j 4� an �-.`.�e.�� • CITY OF ST. PAUL Date of Standard APPROVED_E��_a}19fe8 DEPARTMENT OF PUBLIC WORKS Revision Plote No. � �� __ _ CONCRETE PROTECTIVE NOSE 3200 CHIEF ENGINEE • • � CLASS� I BARRICADE � , VARIAB E • r_YEI.LOW B�INKER LIGHTS OF APPROVED TYPE �►- � n u T N 8 or I�I 1_ • 45° N � oo� coNST c • 4��or6�� BOTTOMY OARDMON�Y NOTE: • The desiqn of borricode mountings CLASS II BARRICADE must be suCh os to ►esist over — � turn by st�onq winds. Added resist,- VARIAB�E ance moy be provided by sondboqs. DOKES CONST. N . 45° � 0 NOMINAL 2��x 8'�or 2��z IC1:` 4��or 6�� M � NOTE: � Color b be whit� or yellow with ��k stripes. The �ame of +�e CLASS III 6ARRICADE company shall be in letters of � �Ot more th0�1 ZM size. All bar- YELLOW BLINKER LIGHT ricodes used at night shall be OF AppROVED TYPE reflectorized. • � - 0 • REFLECTORIZED � � CHANNELIZING DEVICES � REFLECTORIZED • PAINTED _� � YELLOW • F�UORESCENT —� �..-�. � � • 18° TRAFFIC 5 GA�LON 30 GALLON 55 GALLON CONE PAIL DRUM DRUM • CITY OF ST. PAUL Date of Standard • APPROVE�_______19__ DEPARTMENT OF PUBLIC WORKS Revision Plate __ BARRICADE DESIGNS Na CHIEF ENGINEER 4031 � • • • � • � • � • ., � � • i • • • • • • • � • • ' • PATH OF VEHICLE TO �ENTER CONSTRUCTION AREA • ;.�N�,,�� OH • • ,, I • MAJOR STREET Q I Q x ;;_. :,:,, :, ,., I O MAJOR STREET � :; • � QiTCH i $POIL • � • ! MINpR STREET 3O� O � ,,,. O OO MINOR STREET .,.,�• ,: � • �, ._ • • O ►-� NOTE: � • All barricad�• which or� u��d ot niqht •hoM hov� Iiqhti fn occordonc� with city ttandord • �p�Ci}iCation�. • gTREET COMPLETELY BARRICAOED EXCEPT TYPE OF BARRICADES Q — NEXT TO CURB FAR EMERGENCY AND CON- • STRUCTION EQUIPMENT. (CLA88 ! BARRICADEB) � CLASS I �-�c CLASS II �r— SINOLE CLA$$ I 9ARRICAOE3 AT CENTE�t LINE. • Q CLASS � �—° SINGLE CLA83 II BARRICADE8 AT CENTER LINE. � 3TREET COMPLETELY 9AF�RICADED AT WORK �� AREA: lC6AS9 a �ARRICADE�) 1 • ITY 0 ' � UL pat+ ot �andord AP'PROVED��a a�s a a 19..� D�PARTM�WT ON` PW Lf C WORKS Rwlilon Plaf• � BARRICADING "a � -�"�c��'-`N'ii°-- FC�R �TREET CLOSURE 4�' � 4 �.a�..�vem.:.,� rxua�zrvw�:r:+r.+.awr.+a.-aw.�..�a.�-+,�-�s:r�s..wrrc�vewsnu. �t-ra�v.-:a�mu,n.rc�:.s.vu+z�rawsew��-v:,,v.•as�mmes+a+aw��wswrea:m . . _ _ • i � y , • • • • • • • • . • • • • • • • • • • • • • • � OPENING IN CUR6 OR CENTER LANE • P T T M RA PA 6L �� Min. oi 10:1 TAPER LANE • Xr—X X X X X I4-1 —�X HEAD 0 EoviPMEar ,.•, � '' CLASS.II� � o o � � BARRICADE� • BARRICADES o • 100� Min. of 10� I TAPER p •)t--X IH---X Xr--X X�—X • p O � /��w.. o CLASS II EOUIPMEN� p � � BAtiRICAOES ;i;•• • INGL +�E NOTE: The toper shall be formed du�iny doyliqhf • with troffic cones sDaced 10� opart and �eARR CAOE at niqhf w�th CLASS III borricades • spaced 20 oport. • � QPENING ONE HALF OF STREET • P T T ARY N PA 1 IN(il • Min. of 10:1 TAPER fY€ r—�4�n`—�� 0 O O 0 0 Au 1 0 O� Min. f 10:1 TAPER o � � Q Q �BARRIC`OE� • e 10 • B � o ;'�d'� . X ,� O ��f', • p � C�ASSa p BARRICA� O • INGL LANE • H�AD ON CIASS ID • BARRICAOE CITY OF ST. PAUL Date of 9landard APPROVEO____�__f9__ DEPARTMENT OF PUBII C WORKS Rrvi'ion Plate � EXAMPLES OF "°` ---------•--------- CHANNELIZATIQN 4033 • CHIEF ENGINEER • • c 0 � a � J � � 0 V y • � c � o � o O n� � L 0 C lC) N V � • M + o �N O a �' lL y N— l� � � W � �c a S f� c� • � O� X N a0 � C a� v� c0 ' Q� '' • • �,Q• 2 c° • m N '.l• � g� .'fr;-'` ,i „ ar �E L� °'v � F-' tn� vc : . . ,.Q.. . .Q. .Q::a. d �t~!i y W "� �-v• , . � GtS . o Q � s �° E � � � ° � v � • W � E • � 3 u�Q ��0'�Z ��0-�£ � •o U d ~ � � u C = � .. � v .. � v • W � W � 1- y O � O d � � O � ZtnQ � ZcA � • � •- � -� --- !Q� Q� �'. 4 �.a.P. •.Q�• C • - _ • • • • • 1/2" x 11" Galvanized Bolts with Cut Washers. • 10' 0" 2' 0" 6' 0" 2' 0" • I 3" x10" x10' 0" I - � i i i � ;� — � I - - - • � I _ , Siripes 8"wide, � 'o� 1�� alternate black& white ;� � • � 4S� � _ -- � i � � - , - , _-- • 11-5/16" 11-5/16" r � 3" x 10" x 10' 0" 1500�k f structural timber 9" Dia. • ��n�� I . . . . T � � , I � � I �-GUARD RAIL POS7 I � � � • I I (7' 6" Min. Length) � � _ � � � � (8-1/2" Min. -9-1/2" Max. top dia,) � � � � � I I � � � � � • i I I I N � I i i I � � I L- J L_ J L_-! • � ELEVATION SECTION � I HEAEBY CERTIfY THAt THIS PLAN • W4S PREPAitED BY ME OR UNDER 1.IY DIRECT SUPEAVISICN AND THAT I AM A OULY REGIST RED PROFESSIONA� ENGINEE ER THC�AW OF TNE STAT M1NES • -6-68 3/ DATE 9EO.N0 �S. • • / CITY OF ST. PAUL Date of Stondad APPROVEDl�I�_I DEPARTMENT OF PUBLIC WORKS Revision Plafe � �� PERMANENT BARRICADE "°` CM#F ER 4O� • • RAWL N0.9245 'S�/8�� x I I�a • EXPqNO AGAINST FORM BEFbR6 POURING CONCRETE � REINFORCED CONCRETE COV E R � 4-�'�x 1�9��6��O.C. • 2 '� _ -�'�x I �9°�6"O.C. � —�w= —1=�---a, -- ------- - � �o.•�} • . . . • • i�l� . . . -.- ::°•�� '�.• `O� b�" �;� EXISTING SIOEWALK � ._s�� .� i:. � �a��; '" � .:� • �: ' ; s';,�ia. :� ;� ��_ :. 2 0 Dfa. . , I ��,. :� d' �--1 FIBER FORMS �. • N ��, :� Za " . ��.� �' :QI .Q' I:,. :I (� •Gif:. • � � T � ,� � -T i I • I I ~ ' I � � o � i � • Section �2�� • I � � � // ��'— `� �` � �� \ � �/ \ --�1 � -- � -- -- : � o \� � • N \ � / �� \ �, � � � • � • I MEREBY CENTIiY THp► THIS PLAN W45 PAEPqREO BY ME OR UNOEN AIY P I o n qRECT SUPERVIS�ON AND THAT 1 AM A OUIY REGISTEREO PROFESSIONAI u �� ENGINEER UNDER THE lAW TME SCQI� I �I O • iTATE OF MIN T _ � pATE�EO.NO�TL�itf� • CITY OF ST. PAUL Date of Standard APPROVED_E��_?�.19,SPg DEPARTMENT OF PUBLIC WORKS Revision Plate No. � � �� SPECIAL LIGHTING PULL 80X 5000 CFMEF ENGINEER • • (2'-g��) 2-2 - • Reinforced Concrete Cover (2'-3'�) 2 I�9�� 2 • (5�3/8� �x2'-2�� - - o� �1 _ � - - � - - - 4�/8'�x �-8�� _ I I � ., � :p• . . A , . �P �r �D P� P M I .� f P ..�, Sidewalk • v:_ �6 "�xl -8 ) �. , ',� - p, ' -- - - - - -- o,�, •P 6_3�8�8x1�-2�� p;.p - — - --- � o p.�: a� c2'-o"') �,a �, ' 9 4„ . I � 6�� ,q.:'D • •° ¢ Q. ¢'�, '.V� - � .:°� —n� � �,0" Y • , 'P N N ' : :a � • � '° •°'' �b • • O • • � ,• - •p �Q` :� , . � Imbed 2�4 o x 3�� long � stondord pipe os guides Slot upper ends to permit � NOTE' Dimensions in handle to recess ,br,4ckets() ure for Type C Pu II Box. Use Type"C"where more than � 4 cells enter the pull box,or where more SECTION thon 2 cells enter one s�de of the pull box, or where one or more cells enter beneoth - �.:� �,:. the curb. � " " '��'= ��''+ 8 o x�-4 Galvonized • steel rod retractoble NN � fitting hondle 4 j4 x ly2�x6�� • � _ Golvanized steel plote --- ' _ �_ N DETAIL OF �______ i_ _I_ _N _ _, COVER HANDLE � � � � � i 5� I _ _ � • — - --� c0 O - � �- - � � � (2'0') I • -- -i I'-6„ i- - --- j 2 2� N°D (nstall cover hondle as per � • i____ _ _ __ _ _ ____ _ _� N= detail. Consiruct recession -N in cover to ollow hondle — ------ to fit flush. N • �� 1 NERGBY CERTIFY TNAT THIS 1lAN �Z-81�� WA 9 PREM+fiED OY ME OR UNOER MV dRECT SUPERVI3i0N AND TMAT 1 AM 2 -2 A DUIY REGISTEREO WiOfBS.;IONAL �/�� EN6INEER UNDEII TNE lAW OF t/li � �TA 0�MI IiiQTA.-' • Fo r T � � ype��C�� See Note a,r Q-I-G� ,�EO.� • CITY OF ST. PAUL Date of Sfandard APPROVEO_E��..19.�6 DEPARTMENT OF PUBLIC WORKS Revision Plate PULL BOX N�. � ��__ _ DESIGN TYPES A 8� C 5001 CHIEF ENGINEE • • 1 11 2- 5 � 2�� '�_6�� 5�� ...•�2�L�� Galvanized steel • REINFORC E� � ppe nippie th�eaded on ASPHALT FILI.�R CONCRETE upper end. AROUNO COVER••- •••.. COVER'"'1 . _ �., �.. r Jt��d�.:�i�i�.�N'Q: ��..•�'�'e+��,�!' � . e y� ��"�.'-'• �� .a� :A:�. � ... p .�= :oa .....3 � .� 3�� ; � °� 'k} � �� b 3„ „ _° � � �8� 3 - . O � .� :�:Q Q � .��{�3�� FlBRE DUCT I � 4�� 2� - I�� , SECTION Lewe �2��spoce oround covel.�� Fi with ute atn to within �/2 o�top o�cov�r. Then fil I with osphaltfiller to flush with • top of cover. • ,�-•Building Line • • ' ' N � --L-- �---" --r- ---- • _ _J � • 2 y2�� Nipple � � _° I � i j I O � � I ' a _`�J ��tjJH 2�� 11 11 6 ��N � � i� � S i �'6 = �r � � — — ---- --- —1 — -- � gg� °_ N = a` �! `s • _ � ��0� W N � myz¢ � ��'�� v g��3 � " 21 � �11 }m WNQW�. r • a~� - M W � � a a z�� g PL.AN ( - 3a<W� • CITY OF ST. PAUL Date of Standard APPROVED_F.F�.e�.�195.$ DEPARTMENT OF PUBLIC WORKS Revision Plate PULL BOX "°. • ��``p�= DESIGN TYPE 8 r'JOOZ CHIEF ENGINEER • • • • • • � • Rubber Hose , � • Single Strand No.9 Wire � � s � � • � "X"Shall be a minimum of 36" � �� "2__. � � N E Place Topsoil in Remainder • � of the Hole. �c � - � � �� — � _ _ • K� _ • I HfREBY CERtIFY 7HAT THIS PIAH WAS PREPARED BY ME OR UNOER MY DIRECT SUPERVISiUd AND THAT I AM H t A DULY REGI�TEREO PNOFESSIONAL Place ond Compact 6 OI ENGINEEH UNDER TH[lAW3 OF TME N� S�.QIe CIQ Before Placin • STATE Of MINNE y � n��2�-�/-oLe ►�eo.NO�Y?�✓ Topsoil-MHD SpeC. No.3877 Tree. • CITY OF ST. PAU�L Date of Standard APPROVED_.E.�B•2�19�� DEPARTMENT OF PUBLIC WORKS Revision Plate � ,�/ . PLANT TREE N�. 6000 EF ENGINEER • • 34�� • �N • Main Title (all sheets) � „ PLAIN OR COMBINATION PLAN „ _ I � AND PROFILE TRACING CLOTH ��2 • N N • FILED IN SEWER DRAWER N0. 11 • �N • �7�� N • I n 8 �2 • PLAIN OR PLAN 8► PROFILE PLAIN OR • _ � �� TRACING CLOTH � " _ PLAN N 2 2 _ AND — PROFILE • FILED IN SEWER DR. 3 DRAWER N0. 11 • Title Block All Sheets • `N • 8 �/��Min. - 34�� Max. TITLE BLOCK • PLAN AND PROFILE ONLY PROJECT TITLE = M�� JOB LIMITS • Sewer Dr. Dr FILE IN SEWER DRAWER N0. 10 �_ I /2 Min. J • ^ NOTE� • Arrange Main Title In Upper Riqht Hand Corner As Follows : Limits Of Drawing; Job Title; Dept. Of Public Works ; St. Paul, Minn. ; Date ; Scale ; Drawinq Number. • =` CITY OF ST. PAUL Date of Standard APPROVE�.�LI DEPARTMENT OF PUBLIC WORKS Revisro� Plate � STANDARD PLAN SHEET SIZES "°. CHIEF ENGINEER FOR SEWERS 610I � • 34'� • - N � • Desig�n Data��Generol • Plan Sheei Only � Plain, Combinotion Plan a Profile, W � _ ' � �� Or Cross Section Trocing Cloth �� _ 2 Or Duplicates. 2 tn � a . Title Block � All Sheets • • �N ' u 4 �2 � • =,� PREPARED BY �esiqn M� Drawn �Consu/tonts Firm Nome • Checked City Of St Paul, Minn. Dept. Of Public Works � T1TL E OF BRI D GE v Location Of Bridge � • � Span Lengths �Type Of Bridge � � `� �Widfih Of Roadway �No. 8► Widths Of Walks W DRAWING T1TLE J • � �Sec. Township Ronge — H • City Approval lDotel M.H.D. Approval /Dote1 � Br.Bur. Dr. No. City Proj.No. � M.S.A. Proj. No. sn. No of sheets M.H.D Br. No. • �General Plan Sheet Only / CITY OF ST. PAUL Date of Standard APPROVED��..,L�.719�,T DEPARTMENT OF PUBL�C WORKS Revision Plote � __ � STANDARD PLAN SHEET SIZES 6102 HIEF ENGINEER FOR BRIDGES • • � � a � W _ u J 0 J • UN �'� w� � W�O �Z U) =a w wF-� ao W �a = IjNZW �V a J o0 0� v� =}�v' acWn J(n � + W� X � N~�QJfnN � � Q a� cn �a3a�ao �- F- v~i = a F.C�7►ai�oaU � O � • � Z �' X i,� Q ° o 0 o Z Z • + Z '` o Q � a • J `� a � o z � � oo x • '� w X aQN � N ZU J W � QW O d Z N J W mN Z • � aN Z � �ZO W J O O W j � � a U � � m ma d O • w O O U � W x O ~ � a W C9 m � �NX Z� U Mm � ? wW0 c�� (V O � � N N ��Z �� N UdF- - � N � YW>'xp F. • ��mlL O 3Z��N Z � �x— • ��J�O 'awmW� � Ir�O=QI _ = W �cn�cn a i-- � . w - 0 • WQ � � X 3 � m � w w � _ zow QZ = N aQa � -� J � U' Z a� a v~i a a O �a = � Z o �_ � a �= Q N � - wW Z � � 1 MER£BY CER7IRY THA7 THIS PLAN • �Z J � p WA9 PREPAREO BY ME OR UNDER MV DIRECT SUPERVISION ANO TNAT 1 AM Z W W ; A OUIY REGISTEREO PFOFE A� • ENGiNEEq UNDER TME L TME � � � p�„ STAT Oi 'f� DATE 2'�-� pE0.N0�'�2a • CITY OF ST. PAUL Date of Standard APPROVEDF€$? 19`$ DEPARTMENT OF PUBLIC WORKS Revision Plate � STANDARD PLAN SHEET SIZES "°� -- -�G� FOR PAVING DEPARTMENT 6103 HIEF ENGINEER • . • • � CONCRETE MIX EQUlVALENTS FOR SEWER CONSTRUCTION . Concrete Mix Oesignotion New City Mix On Sewer Standard Plates Designation � 3Y50 3Y36 C • IA60 IA46C 3A60 3A46C � � � � - � _ � � � i • � • • J CITY OF ST. PAUL �ate of Standard APPROVED�L�19� DEPART�INENT OF PUBLIC WORKS , Revision Plate � l/ CONC. MIXES FOR SEWERS N�. EF ENGINEER 6104 • • � • • EXISTING CONCRETE A4VEMENT � � • Fi be r Mold � -- -- � A A • � 2,_�„ • � Construct Voriable Thickness Asphalt Overlay � Fiber Mold VAR. Concrete Mix Na 3 W 42 (Remove Before � A.C. is Plcced) • ',;.: .:a , i" a: ' • • •a• • - - • • . - -4 - • ,a--:;---- <' ; ; a....•A. • ••a.. .. _ . . • •d • -- -4 • ' - . . - ` •I. . . ' ,; '4: 1 .. _ ' . . . ' . � , d _ -�- A 4 ;� a ('• • i , , � � • . �� /'�\ � ../. — — — ;/// -\�//,�. . i�//r �\\��// - -\ � ��% �� Compacted Select Backfill � \ Existing , � \ \ . Concrete Pavement Granite Monument � /� /i , • /� I NEAEBY CERTIfY TNAT TNIS PLAN ��(( W4S PREPARED 8Y ME OR UNOERAIY /j/i�\\\\��j///��\\ \ � OiRECT SUPERVIS�ON AND TH4T 1 AM �\ \\ A OUL'I REGISTEREO PHOFESSIONAL ENGiNEEN UNDER TNE LA OF TNE STAT OF pO1R�`� � /J�� S ECT I ON A-A DATE.i=S=l�AEO.Ne�� ! CITY OF ST. PAUL Date of Standard APPROVED_E�B.:..�.,1910$ DEPARTMENT OF PUBLIC WORKS Revision Plate No. � � ____ RESET MONUMENT 6200 CHIEF ENC�INEER �