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A NEENAN R-f772-A SERIES � t�ANHOIE FRAG44ES, StiUD UD CONTROL JOINTS �V u��� �� � � �; AN FRA q ����P,� �., �V ' �' a� � FINISH {�ADE PAVE�IENT aOO o00 � �,�- -i�`v ° � ' � = �, ; SECTION FINISH GRAt?E I� . ' � y 1r/r4 .. � ' .� ! ~', ooa0000a ,9��,. ,,.• �y � � r w., oaoaa000 -° �,,..� .� °. y�r;(V �� t � ,€�P���I� � _ °oao�oo�o� °;� � o°o° oo i� . ��. . ' . _ ' �, / er t ��--7- -� ' - �OOc' .7, � OCIO� ODO t �j/ % �" r yr �,�k� ���✓ Y ' _ , � 12° min �- != O�� DOD _� .4 � � % � t� :�} .3 . � ,,1 , ;: d i aoa aao , � , x j . o00 ooa , �' � � X ��b. + vaa av °, , � � ; f . � � - i � � _,.� . `_:; A a � �,� a � � ; � . . .. • r . { � � y / � � • . j. � � „ ._ °J ♦ � '':` ` � •� . •1 � °° � t'` .'� d' ; -- __ TOFS01� e � �� _ -�i a. � , . • « i � , ,....�. � � �,._ . � �;. _ D v . �D. .o- _ �a. 9� ; v Q 3� �� C�R� . f. � - • � • . � ! ` ;:J > RI►i FLEVATiON . � • __. EARTH BACKFlII. �E� A • !. , . • • , ` ' ; �', / '` C4NCRETE COI.LAR ' ' � :a ' �,, . �` � .� FlLTER FABRIC WITHIN ASPHALT AREAS " � . �.� ` • f � COMPACTED #8 STQNE J ° `'. � _� . . �8 N/ASHED GRAVEL �_ � . . . F 4 .`' , '�=_�` --- PfRFORATEO � � �. : :.: CONCREFE COLtAJ2 •� • , �� .� ,..: _..,� � 2" m�n �� PLASTIC PIPE �C� � PERF(}RATED --� - PLASTIC PIPE g" g" �# � d TO MEET AASHTO MI252 B � 6"� min � ,� r„���,' `� °{', �� �: .;, TO MEET AASHTO M252 A „ , _. �, r ;: ;;` � . = , , ; , , � , , , � {6° DIAMt. UNLESS OTHERWISE SH4VVN} � `F SECTION "A-An ASPHAIr SEFf�NG YARD SEffING I4�; '- ; PAVDYB�T AF�dS _ � , �• , - ` , UNO stuR�o � �N D Yl� AHEA9 �� FRONT STRUCTURES ' '� � •' %. � � CASi1NG DESCRlPTION A" B" C" D" E" BOX INLET MANHOLE '�",/ NOTE: �'�`' CONCRETE CRADLE REQUIRED WHEN VERTICAL R-1772-A SOl1D UO � 360 25� 210 7 22.?54 A, A-M, B', E*. J� MANHOLE �`` DISTANCE BETWEEN SAPiiTARY SEWER OR LATERAL • - 4" FLATfdP REQUlRE J�N�y ��,�'�/,',` , AND CROSSING UTlUTY tS LESS THAN 18�. BOTfOM OF � MINIMUM SEPARATIQN SHALL BE 3". ST-5 UNDERDRAIN/SUBSURFACE DRAIN tS'SD) CA�1 SOLID LID �ASTING SETTING DETAIL SA_$ C�NUCRETE �RADLE DETAIL � SCALE: NONE SCRLE: NONE SCA1E: NONE � LEGEND Bc = OUTSIDE DIAMETER CAST {R4N fRAME AND LID � jd ���, � � BOX lNLET SCHEDULE EDGE OF PAVEMENT, D= INSIDE DIAMETER (NEENAH R-1976} INSTALLED ' - � > INIET TYPE A e MAX PIPE U CURB, GUTfER OR d= DEPTH OF BEDDING FLUSH WffH GRADE iN ` �P• TYPE A � 22" 22" �5" �5" SIMILAR STRUCTURE MATERIAL BELOW PIPE PAVEMENT ,4RE/kS # ,, . :.` ,� � ,�'� 8 CONC. PVC PLUG INSTALLED � TYPE AM . 24" 24" 18° 18" � DEiECTABLE WARNING COLLAR IN FLUSH W/ GRAL}E IN , TYPE B 30° 46" 2t" 21" MIN 6° TOPSOIL TAPE IN ACCORDANCE PVMT AREAS 6•R GRASS AREAS , . . � O �,,, WffH SPECIFICATIONS ` ,, m " F'a TYPE E,F s 30" 30" 21" 21" • • PROPOSED 6RADE g � ,___ ,z• PAVEA4ENT � �� --- TYPE J,M s 24" 36" 18" 27" ,� r � _ �%�'" GRASS �.. � �f f.y . � 6A A 6� T'(RE S,T 15" & 1 ° 0° 36" �' � � . • . . . , , °o� ' '' • ,- . � ; ` � * -PRECAST ADJUSTING SECTIONS AVAlLABLE � • t2� � ' <''= ° � } � � '_r:" E �, WATER MNN Q � �� 'L' S FT. OR LESS: � Y= ': ,; � R1Ai ELtvATtON % J r._�, W � tO BAGKFILL WITH � BACKEfLL WITH ����� � "B" BORROW QR EQUN. GRANULAR � " SEE Sf t� t STRUC T UR E r: SE�ECT EXCAVATED : DATA Tae�f FOR cASnNG� Q� COMPACTED GRANUTAR � `� �'' _ "F_, � MIN. 1.25 Bc+12" ►r1ATERIAL COMPACTED TO 95� � Z MATERtAL UNDER MATERIAL FOR � Y STANDARD PROGTOR DfNSITY.** ° � � � PAVEMEtdT AREAS UNPAVED AREAS � - q» ' ¢ 'L' GRFATER THAN 5 FT.: , � �'°`�� � 00 REGULAR BACKFlLL ,;;- A � - - - • . 2 - 45 BENDS OR g�IX�T�ENS�16N� �E � G--i , � � � " � � , , "8" BORROW OR EQUIV. LON6 RADIUS 90' UP TO 8" DU1lulETER F C � , . � � ' 6RANULAFt MATERUIL COMPACTED TO BEND B SANITARY SEWER - '� � y ,�p � HAUNCHING . 95% STANDARD PROCTOR DENSfTY{# A 1D' bilN. 14' MIN. � . � ; � � � A i (Bc/6) . B� d +*UNLESS MORE WATER �iAIN -� � � � STRINGENT REQUIRE�AENT ;' 00 ' INCLUDED IN Fi�pNi 9DE SIFKJC'ItlF;EB -y- DEPTH OF BEDDING SPECIFlCATIONS ' O - T MATERIAL BELOW PIPE NOTES: CqgTMlf3 DBBq'�itON A' 8�' C D' E' F Ci H' BOX H.ET MANiOt.E JOINT ��� SEWER A` `�� -i D d MIN. �• � BEDQING, HAUNCHING, AND INffIAL BACKFILL SWiIL BE R-3286-SY CHNRBACK � 34 22 2fl 14 21.63 34 22.88 15.63 A, A-AI, B', E', Jt A1ANFtOLE'x INSTALLED IN 6� BAIANCED LIFTS. 27" & SMALLER 3° R-3287-14V CHNRBAC!( � 45 35.25 32.88 14+ 34.63 32.38 22.13 15.63 B*, J hIANHOLE� 30" TO 60'� 4'° 2. A MINIMUM 9" CLF�IRANCE SHALL BE PROVIDED ON EACH SIDE +- 4" FLATTOP REQUIi2ED f L� i _ I� OF THE 1NSTALLED PIPE. ** - 6° FLA770P REQUIRED 66" & LARGER s" IF "A" IS IF "B" IS THEN SANITARY SEWER PIPE SEGFAENT SHALL BE � ST-1 BOX INLET DETAIL ST_� REINF�CED C:ONCRETE PIPE (RCP) TRENCH DETAIL ST_6 SEWER CLEANOUT (END �F LINE) CA-3 CNAIRBACK CURB CASTING S�ETTING DETA��L ,�A oR ,,� ,o' OR A�10RE NO SPECIAL PlPE 11AiEt�AL OR GRADE RE4UIRE�iENTS � SCALE: P�NE SCALE: NONE SCAI,E: NONE SCAI.E: I�ONE � - PVC (EITHER ASTM D-2241 {SDR 26 OR SDR 21) OR LEGEND �'� � t8� �E� ��Qf AWVYA C-900 (DR 25 �R DR 18) OR AWWA C-905 (D J FRAME & COVER CAST IRON FRAME AND UD ��� T 1 PER STRUCTURE DATA TABLE EDGE OF PAVEMENT, Bc = OUTSIDE DIAMETER 'L' S FT. OR LESS: ��� NOTES: Q (NEENAN R-1976) INSTAL�ED D= INSIDE DIAMETER ��� �,i " Water and sewer crossings and seperations shall be in occordance with t� RfM ELEVATION CURB, GUTTER OR "B" BORROW OR EQUIV. GRANULAR FLUSH W(fH 6RADE tN J;. SIMILAR STRUCTURE FAATERINL COMPAC7E0 TO 95% PAVEMENT AREAS ��� '? Ten State Standards ond loca4 codes. J STANDARD PROCTOR DENSfTY.�; 8" CONC. PVC PL.UG INSTALLED ��� ASPHALTIC MASTIC PRECAST CONCRETE ADJUSTING � _ p ��� There shall be no physical connections between a public or rivate wnter � 'L' GREATER THAN � F7.; � � � ,� COLCAR IN FLUSH Wf GRADE IN CONCREfE ��� supply system v�d a sanitary sewer or appurtenances thereto which would OR BUTYL RUBBER RINGS IF NEEDED (4 MAX) REGU(AR BACKFILL p�T q�� MIN 6" TOPSOIL �°R GRASS AREAS E COLLAR 12' min ��� permit the passage of an polluted water into the potable supply. Sanitary "��� SEAL AT JOINTS � ECCENTRIC CONE SECTION OR x+UNLESS A�ORE �� �;` �� a _ sawers shaU be Iaid te� � 0} feet horizontqlly from any existing or proposed •,., :�• '��� water line. The distonce shatl be meosured edge to edge. In cases where it �' . , -�- PAYEMEM 24 DIA. REDUCER CAP AS REQUIRED - r. .. � STRINGENT REQUIREA�ENT ---'-�;.?- a, ;= GRASS is nat procticol to maintoin a ten (10) foot seperation, the oppropriote � � � - � . , INCLUOED IN = ,.:°, r o � reviewing agency may allow deviation on a case-by-case busis if supported N � � ,', • • -_ _ b data from the desi � en meer. Such deyiation ma allow installation of � `' SPECIFlGATIONS 00 ` � ° C`� Y 9 9� Y (fl __.�- 1 e � ' • ' • •••, x -r � F • ihe sewer closer to a woter main provided that the water main is in a �- � � � h: � - r;; separate trench or on on undisturbed earth shelf Iocated to one side of }-� _ - `� � 2� DETEC ABLE WARNING ` � the sewer, and ot an elevation so the battom af the water main is ut �"' � v �-TAPE IN ACCORDANCE � �� `f g:~ ' � �� leost 18 inches above the top of the sewer. a BACKFHI MtfTH rs:�_., ( BACKFILL WITH B -• m WI SPECIFICAT10NS COMPACTED GRANULAR SEtECT EXCAVATED A ASPHALT SETTIN6 MIN. 1.25 Bc+12° MATERIAL FOR Sanita sewers crossin water mains shall be laid to ravide a minimum - NOTE: MATERIAL UNQER rY 9 P 16"O.C� ' MANHOLE CONFORMS ' '=• PAVEMENT AREAS UNPAVED AREAS CON 1� vertical seperotion distance of 18 i�ches between the outside of water moin � q p.�yAnpN CRETE COU_AR � � 2 ••• 014� and the outside of the aewer. This shall be the case where the water moin TO ASTM. C-478 J J '•• is either above or below the sewer. The crossing shall be orranged so that MAXINIUM Q� MIN . � . ' , the sewer oints will be e wdistant and as fpr as � Y - � 8 CRUSHED STONE OR S^ m�n. '' '`' `'` - 1 9� possible from the water �� Z U � IXTENSION SA�AE CONC. COIIAR moi� joints. Where a woter main crosses under a sewer, odequate struc#ural „ - Q , APPROVED EQUtV. CLASS I SIZE AS SEVYER su ort shall be rovided for the sewer to � tr11N' ' 00 ' MATERIAL CQMPACTED PP P prevent damage fo the water main. MANNOLE DIAMEiER • UP TO 6' DWr1ETER When it is impossible to obtain proper horizontol and vertical seperation os SEE TABLE ' INTO PIACE stipulated above, the sewer shall be designad ond constn�cted equal to water HAUNCHING pipe, and shall be pressure tested to assure water tight�ess prior to backfiltin O-RING GASKET � 1 SECTIONS CONCRETE �B�I2� •. 45' ELBOW PLUG & SEAL FOR � 9 � I� l(( ASPHALTIC MASTIC , ,• �. Bc ' • 4" BEDDING FUTURE CONNECTION F ( �R BUTYL RUBBER OR CONTINliA110N SEAL AT JOINTS • ' 4� � FflONr 8DE SiAl1Ci�8 - hIOTES: OF MAIN. � ` __�-� CASRiCi D�TION A' @' C D E" P C#I' tf BOX N.ET 1►4Wi0LE � I��� - @ENCHWA�LS AT 1. ALL BEDDING, HAUNCHING, AtdD INITIAL BACKFlLL SHALL BE � 32.�5 24.75 22 6 23.63 32.75 24.75 23.63 A, A-M, @*, E", J* MANHOLE"* • PIPE � MIN. 1%2 PER FT. SLOPE INSTALLED IN fi' BALANCEO UFTS. __ � � � R-� �� SIZE �}� R-3472 INLET � 34 22m 20 8 21.75 34 220 21.75 A, A-M, 8", Er, J; Ir1ANHOLE'� p R�NFORCING MIN. STEEL 2. A MINIMUM 9" CLFARANCE SHALL BE PROVIDED ON EACH SIDE - ARFA 0.12 SQ. 1N./FT. OF OF THE INSTALLED PIPE. *- 4" f1ATTOP REQUIREO *� - 6" FLATTOP REQUIRED WIDTH IN BOTH DIRECTIONS. ', ° a• ' REBAR OR WIRE MIESH PLASTIC PIPE tPVC AND HDPE) TRENCH DETAIL SEWER CLEANOUT CIN-LINE) RECTJ�►NGULAR INLET CASTING SETTING DEfA1L SEWER AND WATER SEPARATIUN REQUIREMENTS . °° �� ' -` EQ��"�- ST-3A ST-6A �A-4 SA-9 . a � � SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE . _ . . • �� _s _� - - . LEGEND 3"� Bc = OUTSIDE DIAMETER MIN. gA OF �2 OR #8 STONE �- EDGE OF PAVEMENT, D= INSIDE DIAMETER � GURB, GUTfER OR d= DEPTH OF BEDDING �"O.D 24"I.D. NOTE: MANHOLE STEPS SHALL BE POLYPROPYLENE, PO�YPROPYLENE COATED SIMIL4R STRUCTURE MATERIAL BELOW PIPE S7EEL REtNFQRCING OR AN APPR01l�D NON-CORROSIVE FIBERGLASS � MATERIAL. THE COPOLYMER POLYPRQPYLENE SHALL MEET THE REQUIREMENTS NON-DEfECTAB�E WARNING OF ASTM D-4101 REINFQRCEd WIiH DEFORMED 3j8 INCH M(NlMUM MIN 6° TOPSOIL TAPE IN ACCORDANCE A A \\\���>>"'"��"� DIAMETEft REINFORCING STEEL CQNFORMING TC} THE REQUIREMENTS OF ASTM WffH SPECIFICATIONS � Rt A-615, GRADE 60. NQN-COATED CAST IRON STEPS ARE N�T ACCEPTABLE. +�i'�"`'' S 1/4� ��' ���R� `\`\ �P' PYC GASKETED OR SOLVENT �.p�KING (FOR GI��KEI'ED �� �G; ��'�"C WELDED CAP (FOR PVC PIPE) �NGS ONLY) ��' MANHOLE DIAMETERS � f ' D.L PUSH ON OR M.J. CAP _ r �_ PlPES ENTERING LEAVING AT ' ' � • �2M • � , • - � � (FOR D.I. PIPE} _ � ; PE'K 23"9 S,I PIPE SIZE Q � . . •, 'L' S FT, 4R LESS: 33,¢ , � '� �°-45' BEND 45'-90' BEND � "B" BORROW OR EQUN. GR{WULAR �� 8"-21" 48° 48" Z� MIN. 1.25 Bc+12° � c� 1ANTERIAL COIAPACTED TO 95% ='•t ��'n �`. / � m FOR D<=42" STANDARD PROCTOR DENSITY.** PLACE 1/2" UTA. IXTRUDABLE NEENAH R-434 TC ELEVATIDN _ - �''�,� ' 24 48" 60" MIN. 1.25 Bc+24" � SS` 27°-30" 6Q" 6Q� FOR D> 42" 'L� GREATER THAN 5 FT.: PREfORMED GASKEf IdATERIAL •' w '�'`/ ���� /� �� n ` REGULAR BACKFILL IN EAqi KEYWAY-SEE DETAIL �^) �E�jy/ � y � / n,. 33°-36" 60" 72 -� 12 ';` -` 63' .� i -- �,+-� "'� ���` �f � j� � �� 1 r "�s • z. x f J J ;,. � . -.. C ._ . , - ,. . ,_ . . � : �. ;, -�. � � � + y s x . r � PIPE SIZE P1PE TURNS MANHOLE DIA. Q� MIN ;, . !" . �- Y . . ,, NOMItJ�4l 1/2' BUYTL RUBBER _ .. . � .� -., �- ° � °., , 24"-33' > THAN 45'-90 60" - � . • , ; , � �. s � ' . ' �. '� � ' �x �' � :L � . , .,. ; • z Q . , , . • . •. , e BASE IXTRUDABLE PREFORMED ' ` 4M ,. , . ; ,, - p m SPRINGLIN „•. , B° 80RROW OR EQUN. C�KET MATER� Typ. - J, 1° �� AS BtllLT LOCATiON AND INVERT � 33"-36" STRAIGHT THRU 60 EL.EVAl10N REQUIRm IF STUB GRANULAR MATERIAL COMPACTED TO 4•_12° g��g 42"_48" UP TO 45' 72° HAUNCHING •. 95% STANDARO PROCTOR DENSfTY*' �X�{ �� IS L4NGER THfW 20 FEET u�� RB� 2OOZ a.2" > THAN 45�-so• s4° (B�/2) � . , � 1�2° A-M, 8*, E•, J* MIWHOLE . gc d **UNLESS A�ORE , . ,�' 24° I.D. � STRINGENT REQUIREMEPIT ,;. : � � *- 4" FIATTOP REQUtREO APRIL , . 4$" UP TO 45' $4" - . : . - � , 48" > THAN 45'-90' 96" , , , , � .' . , . � �. • INCLUDED IN __ _ _ _ _ _ _ _ __ _ - ,�,�. �� �r DEPTH OF BEDDING SPECIFlCATIONS 27 3f4" 34" O.D. 54"-66" UP TO 60' s6" MATERIAL BELOW PIPE r,or�s: TAC Submittal S 1. ALL BEDDING, HAUNCHIN6, AND INITIAL BACKFILL SW1t1 BE PRECAST CANCREfE ADJ. D d MIN. INSTALLED IN 6� BALANCED UFTS. (a,l��� p�'�L, RING OR FLANGE OF CASIING. $��'jQN °A-A' AS April 1, 2002 „ „ 2. A MINII�UM 9° CLEARANCE SHALL BE PROVIDED ON EACH SIDE 2� & SMALLER 3 NOT F�R CONSTRUCTI4N SHE1 OF THE PIPE FOR 42' DIAM. AND LESS. 30" TO 60" 4" 3. A MINI�AUM 12" CLEARANCE SNALL BE PROVIDED ON EACH SIDE 66" & LARGER 6" OF THE PIPE FOR LARGER THAN 42" DIAM. ♦ � 2 STANDARD STORM SEWER MAIVHOLE S-�_� COF�RUGATED METAL PIPE (CMP) TRENCH DETAIL ST_� PRECAST CONCRETE ADJUSTING RING CA_8 DITCH GRATE CASTING SETTING DETAIL SA_� CAPPINCa DETAIL �, SCALE: NONE SCN.E: NONE SCALE: NONE SCALE: NONE i . I ��