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HomeMy WebLinkAbout25.97.17� .. CUMPLETELY SEAL CASTING BEARING SURFACE WITH 3t1 MIXTURE OF SAND NOTE: AND PORTLAND CEMENT. ALL STRUCTURES GREATER THAN 1NREE FEET IN DEPTH C.I. MANHOLE FRAME & COVER USE KENT SEAL OR EQUAL MUST BE ACCESSIBLE AND D MATCH CASTING OPENING SET ON KENT SEAL OR EQUAL BETYVEEN RISER RINGS (TYP.) HAVE STEPS. THE FlRST STEP � FR4M TOP OF CASl1NG TQ BE .�. � p g• 8• ADJUST TO GRADE W/ FIU.ER THEN 24" MAX., THEN 16a FlNISH GRADE RINGS AS REQUIRED (MAX. 42") ON-CENTER. � � 5 � � B v � z •e � • � — . ��•` ,, W .� �' `. t.• ' '•. ' ' • 8' PRECAST CDIVCRETE o ,`' . . %► •: � • .' ' � � � �' PRECAST REINFORCED CbNC. ��� — — � � � �A � ' ' ' • �: •: � b ' : • ••• ' � � r �. .,� . • �': ' ' ' . : MANHOLE CONE MEETING DI . ( . .,.•.•�� W LL o �.�•'� • 1/2' MORTAR . .� Z : .• • . • . , . . ; 'e : - � ." ' ' •� • . • . • `; .' ; � ASTM STANDARD C-4,78 i E �a � •; �y I- '� • '• . � .' A Vj :, i .. .: . �:,� a • ��•� ( � ..: . •� .• .. • •�.• .'; ..,. � •� ` �\ � ��; MANHOLE SECTION JOINTS -- _ _ ;� � � :' �� c=i .•. �.: � � �'• � SHALL HAVE "0" RING GASKETS ��q, , q� -' "' '-- I � .• " . � a ••. :. �� • �. 0.07 A.+ "'` � SLQPE �` TO s � � �•.�,.. 1NALL �T�uE-I�E� � � SKIRT � ;� ' � CEN7ER ( �• ' / J// . : ' C D ; �. : .; �'....�: � ��_' �' �, > » SECTIDN A-A �- M a .. : : . � • � '. 21 4 — Q a�' n � • ....�„_ ., . •e . ! . : _� . � � � � . . . -- . .. . � �, 24" 4'- 0" � .�!.•. i .�... . .,• ..�:. •' , , r a' . .s. � � : �:;• - ' . +1 . .� �' • • '� ' p . t ' .• ' < � . '. '� ' ' s. Z • ' ♦i • '•'� ••�:••�'` GD •'4':i.:w.:.;•'.".-��+ '•' a 2/" (�•'��" � ,� � m (nmm W � - • • ,!, •. s'. �'�! ; „ • 0 30�� 4'-4�� DIA. WALL G or T. SE A B C D E a�. +� R-1 R-2 SKIRT � ���3 3� Z o� 0 � CAST ALUM. OR FIBERGIASS 3�a� 5�_O» 12 1 1 2 530 4 24 1 8 2 7 24 13 10 1 16 9 3 1 2 ( p MANNOLE S1EPS SET AT 15 2 1 4 2 740 6 27 46 73 30 16 12 1 2 11 3 1 2 N MATCH CASIING OPENING TOP V IE W c=i� 16" O.C. STAGGERED. ,4,2" 5' — Li." 18 2 1 2 2 1 2 990 9 27 46 73 36 19 15 1 2 12 4 ,����„►�����ur��„�� ' Q 48 �� �J �— ��� 21 2 3 2 1 4 1280 9 35 38 73 42 22 16 1 8 13 4 �o� '�i, 24 3 2 1 2 1520 9 1 2 1 2 30 3 1 2 48 25 18 tt 18 14 4 1 2 �.�� �' �''. SIDE V IEW 2� 3 1 4 2 1 2 1930 0 1 2 48 5 1 2 3 1 2 54 28 17 3 4 14 1 2 4 1 2 1/� T� � �`�� � �'+� a 5 4�� 6' - 6�� ( 2,_ p„ 30 3 1 2 3 2190 12 54 9 3 3 3 60 31 1 B 5 18 15 5 �� S�' - 33 3 3 3 3 8 3 1 5 0 1 3 1 1 2 9 1 4 7 3 6 6 3 4 2 3 3 4 1 7 1 2 5 1 2 � NO. wo p HQRI7.tINTAL FLARE _ 36 4 3 1 2 4100 15 63 3 7 3 72 3 7 2 4 t 1 6 2 0 5 1 2 � p ALL IIFT HOLES ARE 42 4 1 2 3 3 4 5380 1 63 35 98 78 43 27 1 4 2 5 1 =�� $TKTEQF �� 48 5 4 1 4 6550 24 72 26 98 84 49 28 1 8 22 5 3 � TO BE GROUTED SHUT. 54 5 1 2 4 3 4 8040 27 65 35 100 90 55 32 7 8 24 6 1 4 � �''. � �`� � ��4' » � � ' � 60 6 5 8750 30 60 39 99 96 61 36 3 4 24 6 3 ����i ��``�, � ��*� ,. � 6g 6 1 2 5 1 2 10630 24 78 21 99 102 67 35 it 8 24 7 1 4 � ������►»nrmn��`����, N 3 3/4• �. CONCRETE BENCH WALL 72 7 6 12520 34 78 21 99 108 73 38 5 24 7 3 .�� t t/2" 1= C (CLASS "B") �S� � Q� 78 7 1 2 6 1 2 14430 24 78 21 99 114 79 �t t5 t6 24 8 1 2 ' u(� � P 84 8 7 16350 24 78 21 99 120 85 � t 3 6 24 9 ` w . �t a BASE SHALL BE PRECAST � O �� � � ' ' /2� 5 1 /4" R. WITH �4 BARS AT ~ � 12" O.C. EACH WAY � � WAU' V � 32 1/2" _I ~'._.+':..�.:.�� •.�. •.. :.'•.•';.`:.: •';;.;�'" � VERTICAL F�ARE :•. .;�..•:.:' .. � � �.�, NOTES: 1. MANUFACTURE OF ENO SECTION IS IN ACCORDANCE WITH SECTION B-B QQ �G, 5'-0" APPLICABLE PORTIONS OF A.S.T.M. SPECIFICATION C76. � �Qn c� � N a — — .�• .� .•, Q '�i,J (� O � � R 35a N NEENAH CURB INLET _ FRAME, GRATE & CURB B�X DETAIL �Qp ° �� PRECAST CONCRETE END w�, NOT-TO-SCAtF GRANULAR LEVELING MATERIAL � O Q ' � � S E C TI 0 N D E TA I L � 0�0 __ _ _ _ _ _ _ _ REQUIREL� F4R _PR�CA�T AASE_ _ � _ � � _ ___ fi� _ _ _ _ _ _ 10'-0` '�` c�C� p � �` � � PRECAST REINF�RCED CONC. MANHOLE ` p c� � z� Q _ _ _ _ . _. __ FOR STORM SEWER �� i 6"H�d�o'� _ _ � ,� NOT—TO—SCALE � 5,-�~ ' � � � I �� �� w � � Oc� o � W � p Z � 0 � ��� z � w � 5'-0" � M Z � 3'-0" � + 0.8" J � _ 3 3 � � '� '= '. `' " � - RIP—RAP DETAIL . � � � � i —1 t � �— � �' � NOT-TO-SCALE ::��,•. � ' '� � _ Z ^A z <'�..° '` / � � � � 4� •• `�~ � �•r� • O i_ \ � � � ",;;. '' '•. U M ? y ► �.,, ��.��,. � � �� 1� ENDS OF BI.ANKETS TO BE :•:•:;. '�' - � � t� � TURNED DOWN ANO BURIED � :�: ���. � � � ••. �. �..:• .. I�N. 4 TOPSqI. S�W�qpLEp �CHANNEL TO BpE� LgIN�m �V�N7Hg �ANN ��H AMERIC��� AP�OVE6 EWALORIH 23" NO SCALE 2�� �� 1 1/2" TYPICAL SWALE DETAIL � 1 1 /4" � 5 � �4» Z 1 /Z" � Q 1 1 /2" » � Q 23 � Apron V-Bar H-Bar No. of Ball "A" w Z Stze Size Size H-Bars Dia Oim 33" Inches Req'd Inches U 18 1/2 � 5/8 � 3 1/2 5 V 1 d e�t t, �«, g•,�►«„ «;� ���e 24 g� � 3i; m 4 ,�Z , DITCH GRATE CASTING SETTiNG DETAIL ,J 3 bdt plate� roqd 1/4 x 4 x 1U' E � ' � 5� 0 3/4 � , ,iz �-,� NEENAH R-4342 STOOL TYPE DITCH GRATE �� a� 3/4 O � 4 4 �/2 ia�/2 NOT-TO-SCALE ° 42 3/4 0 1 m 4 3/4 11 � � 'I-1 n 48 3/4 � 1-t/2 P. 4 3/4 12 � ` W � T� t 54 3/4 m 1-1/2 p. 4 3/4 12 � O,/�r' - U Li. Q` 60 3/4 � 1-1/2 p. 5 3/4 14 � � 1 3 4" 72 3/4 Q 1-1/2 P. 5 3/4 14 �` � aF 3/4 m �-�/2 p. s a/4 is ANGLE FlRST STAKE r 0 p TOWARD PREVIOSLY %, �`� Z W i• 11i�� F�� o' �2 �/2 0 a/a m a �/2 4 LAID BALE � l/ r O � L ,- _ I o o°�°�,, o 0 0° � ,5 ,� 0 5� 0 3 ,r� ,-,r� ,`` f� ��- � Z Q 0�11�'�' ( �s �/s � s/e � a �/s a-�/2 � / � � v� � Q �— n -- _ � O''�'� �, y��� � �/ 2 • s! e m 4 �/ 2 s WOOD STAKES 15"-20" r. f r f � . v • v . � U �,.� I �s„ � � IN GROUND t f ��-- � Y� 24 3/E � 3/4 O 4 �/2 5 � cn H�ovy Duty O 2T 5/8 m 3/4 � 4 1/2 5-t/2 f / � '/ �� � 1. MACHINED OR NON-ROG'KING f H-bars o 30 5/8 0 3/4 � 4 1/2 5-1/2 �' �/�r' i y��y � y� y W�STFZAWPS � � BEARING SURFACES. t � � � lrl a 36 3/4 0 1 0 4 3/4 8 �S �� 'ri' ' i W . V/ �� rn Cotolog No. oStatdor'd H�� � -- � �' 42 3/4 � 1 m 4 3J4 8 _ � � � 48 3/4 � i o 5 3/4 8 � � � � � � � �+ ��n 8eak� � D Lba. f � � 54 3/4 O t-1/2 P. S 3/4 8 ' N 9 NOTES: v� v� •v �- „ O � 0 1. BARS dc PLAlES ARE HOT-ROLLED STEEL. � 3/4 m 1-1 /2 p. 5 3/4 8 � � o R-1772-C R-1772-CVH 24 1/2 335 MACHINED HORIZONTAL z B�s, w.n�s e� �� n� FlwsHEo VERlICAL BEARING SURFACE 1M7H 2 COATS OF AUJh6NUM PAINT. � 3/4 � 1-1/2 p. B 3/4 8 = � 3. BOLTS ARE GALVANIZED. 72 3/4 � t-1/2 p. 8 3/4 9 � `° S T � R M M A N H O L E D E T A I L R-1772—C 4. ��• �� A-10 dt A-11 FOR APRON -� � DIMENSfONS. g4 3/4 m 1-t/2 p. T 3/4 10 SEC��N 5. 1 F t A S H G U A R D S 1 M T H D I F F Q t E N T D I A A t E T E R B A R S A R E � c o NOT—TO—SCALE AVAIUIBLE, SPEdAL ORDER. gp 3/4 � 1-1/2 p. 7 3/4 14 � STRAW BALE DAM DETAIL � J o NOT-TO-SCALE SHEET NO. � TRASH GUARDS FOR CONC. APRONS � � � NOT—TO—SCALE m a v m � rn OF SH � �oe No.19584B � � � 0 �