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HomeMy WebLinkAbout25.97.contructionplan2u� U � � rn rn �-, 0 cU 0 m cri � � � a� � � � � J � � � � � cn � m a v � tn rn � � i � � 0 � � COMPLETELY SEAL CASTING BEARING SURFACE WITH 3�1 MIXTURE OF SAND AND P�RTLAND CEMENT. •� - . • �� �. �' `. �a� ' '�. ' ' • 8' PRECAST CONCRETE • 4 �y '. �•'� • 1/2' MORTAR .. -�', . .; .;• .� e ' � :. �s.: . � ', ' • . • i�•. � , , �. ... " ` '' SL�PE 2' T� I e: '� CENTER . �: ; .. : : , • . . •--_.,.. _.__ . . •... . . . '„a:•• •.�••,�. . .�• . ,�:. : � : . , . :�i:' •. • �` . � '•' • •_ • •:° • .,a;.. • 4 A h MATCH CASTING OPENING SIDE VIEW .._... ... � .,..........,.....� ..... %��`���� i -- � ' ��� , .....i � �..�. � � „ ' M ' 1��3/.� �2• � z M W a 0 Z � � y ¢ U _ c� F- a � I� 32 1 f 2" _ I r CD MATCH CASTING �PENING 8' 8' . . .. : '�• . � :' . : �.� � • • , . a• , r , ,•�i ..• �� . � . , : ; . : • .� ' . � � ' � . . • . • • �. • . '� ♦ ' J , :A . �. :, a' .. . ! .., �: `\ \ � • �.� \ . � j� •• ,,..� .. . :: • • . :. . .; : �,.. �: �. ' �• J// � • : •.. '' • , •�• // � .. . . •a . •'' . ..�. • . a'' - ��• : :� , � ;. . ., : ' � ia . . . . . •' ., �, . .' •:4 ' .a w . . ''••: a •... . ... .e -. . . . _ " ' � ' . • !�. • s ' • `�! : ,. . R-3501-N NEENAH CURB INLET FRAME, GRATE & CURB BOX DETAIL NOT-TO-SCALE BEARIN6 SURFACES. f�ff Catalog No. Stm�dard Machined o�► H��ta� f Be��i g D Iba. R-t772-C R-t7�2-CVH 24 t/2 355 MACHINED HORIZONTAL VERTICAL BEARING SURFACE ST�RM MANHOLE DETAIL R-1772-C NOT—TO—SCALE T � D INSIDE ��� � T � B I � LAYq�IG tENG7H TOP VIEW �� '��e � � \� / rw�s: �. �v� aa� �sn+ c-�e am. 2, �� BE BELL OR SPICOT 3. STEP BEVEI. BEG1N5 AT 33' qIW. AND LARGER. 4. PIPE TE5 AVNLABLE MA#�ii REGUIRED. i�iNFORCED CONCRETE SLOPE q1T PIPE NOT-TO-SCN.E C.i. MANHOLE FRAME & COVER SET ON KENT SEAL OR EQUAL � FlNISH GRA�E NOTE: ALL STRUCTURES GREATER THAN THREE FEET IN DEPTH USE KENT SEAL OR EQUAL MUST BE ACCESSIBLE AND BETWEEN RISER RINGS (TYP.) HAVE STEPS. THE FIRST STEP FROM TOP OF CASTING TO BE ADJUST TO GRADE W/ FILLER THEN 24" MAX.. THEN 16" RINGS AS REQUIRED (MAX. 12") ON-CENTER. PRECAST REINFORCED CONC. MANHOLE CONE MEETING ASTM STANDARD C-478 \ MANHOLE SECTION JOINTS SHALL HAVE "0" RING GASKETS CAST ALUM. OR FiBERGLASS MANHOLE STEPS SET AT 16" O.C. STAGGERED. � 0.30' U C : -�..�.' � .:,: ,,.. - ---- --- _ -------� ''�_ ___�—�_ __�.__ _v � � � � , , i �� � � � . i ���I ��I, �w • � � � �--- � -i . AL� LIFT HOLES ARE TO BE GROUTED SHUT. � CONCRETE BENCH WALL (CLASS "6") BASE SHALL BE PRECAST , WITH �f4 BARS AT 12" O.C. EACH WAY � L GRANULAR LEVELING MATERIAL # REQUIRED FOR PRECAST BASE PRECAST REINFORCED CONC. MANHOLE FOR STORM SEWER NOT—TO—SCALE Hrna�nm � �x.cN oR SEED 6 5130 BLANCET AS SPEC1FffD 5'-0• CMD�IJ 5 � 1 �-o� omr,> �-o• 2 <CROSS-HATGIED> �1 R.CF. STUiM SEWER IqTE� 2Q SL�E SHALL WLY BE USm VITHIN TFE S�D AREAS AS SF�VW. TRANSII7�N TO TYPICAL 3�1 SLOPE VITHO! fEXT FIVE c� FEET. D(IN.) T(IN.) 8(N.) L t: i(FT.) l t 1(FT.) 12 2 3/4 3 5/e 4.7 S.S 15 3 3 3/8 4.9 S.8 18 3 1/4 3 S/8 SO 8.0 21 3 1/2 3 7/8 S.2 6-3 24 3 3/4 3 7/8 5.3 8.8 3p 41/4 4 3.6 7.2 33 4 1/2 4 1/8 5.4 8.8 36 4 3/4 4 S3 7•G 42 4 1/2 4 S.E NA 48 5 4 8.0 NA 84 S 1/2 5 6.3 NA 60 8 5 6.5 NA NA � NOT AVALABLE 10'-0' SAFETY LEDGE ►�ra� �ro sEC� LAiCE NORMAL POOL �. . ` `4d, p p�°�p°O°��°O gj y, -� i � �Oo r, 1' R. �� 0� T� "�-�.. _� NOTCH RIP-RAP INT� SLOPE AS SH�wN 1 Q ��� Q �Q �� 0 �� -o' �'G' � p� �0 �C% a° � n�r,4. � ��� � I �� � �� � �� o� I 6MH�NDLAIDR� / .�— 3�_Qp I RIP—RAP DETAIL NoT-To-scnt.� 3 �1 uucE a� o�a� NOT-TO-SCALE Bolt to apron 6' trom edae of concrste 3 bolt plat I 2�• "'qx �i r-�-baro �_ �1 r- LAKE t�lMAL Pm Sd p� s►.o� � ���e�'S' 00 pp° �°� 0 e o e e� '�° �O ° °p � o e 0 5'-0' Oe e e eO�Qe 6'-8' R1P-RAP-�\ °^p e ° `�..7 o �o o,� o ��o Qd�,o�ae °°o �p Apron V-Bar H-Bar No. of Ball "A" Size Size Size H-Bars Dia Dim inches Req d Inches 18 1/2 � 5/8 m 3 1/2 5 24 5/8 m 3/4 m 4 1/2 7 � 30 5/8 m 3/4 m 4 1/2 7-t/2 � 36 3/4 m 1 m 4 1/2 10-1/2 O. ° 42 3/4 m 1@ 4 3/4 11 o- 48 3/4 � 1-1/2 p. 4 3/4 12 a � 54 3/4 m 1-1/2 p. 4 3/4 12 Q` 80 3/4 m 1-1/2 p. 5 3/4 14 72 3/4 m 1-1/2 P. 8 3/4 14 84 3/4 m t-1/2 p. 6 3/4 15 12 1/2 � 5/a m 3 1/2 4 15 1/2 m 5/8 m 3 1/2 4-1/2 18 1/2 m 5/8 � 4 4/2 4-i/2 2� �/2 � s/a @ 4 ,/z s 24 5/8 m 3/4 m 4 1/2 5 m 0 2� a/s 4 3/4 m a �/2 s-�/s � 30 5/8 m 3/4 ♦ 4 1/2 5-1/2 a 36 3/4 m 1 m 4 3/4 8 a 42 3/4 m t m 4 3/4 8 � c 48 3/4 m 1 m 5 3/4 8 � 84 3/4 m 1-1/2 b 3/4 8 NOTES: P' 1. BARS dc PLATES ARE HOT-ROLLm STEEL � 3/4 m t-1/2 p. 5 3/4 B Z. BARS, PU11ES dc PIPE ARE FlNISHm 86 3/4 m 1-1/2 p. 6 3/4 B WITH 2 COATS OF AWMINIUM PAINT. 3' 801-15 ARE GAl'VANI�D. 72 3/4 � 1-1/2 p. 6 3/4 9 4. SEE 57D. PUTES A-10 dc A-11 FOR APRON DIMENSIONS g4 3/4 m 1-1/2 p. 7 3/4 10 5. 1RASH GUARDS MAiH DIFFERENT DIAMETER BARS ARE AVA►IABLE. SPEdAI ORDER. 90 3/4 � 1-1/2 P. 7 3/4 14 TRASH GUARDS FOR CONC. APRONS NOT—TO—SCALE 5'-0" 5�_0" �' I �i SL�E A � I � I �PLL � 3 3 �r �r v � � —� � � �- � ,� � � � y � � v � v � �' ENDS OF BLANKETS TO gE y � '� � � TURNED DOWN AND BURIED +' v MIN. 4' 70PSqL yS�W5• CpHANNQ TO BEL UgN�j �W�IiHg �AN A�IERI AN����APPROVEDTEQUALORTH No sc�� TYPICAL SWALE DETAIL C B �\ ; % / i�% �/ , / �L%/�G 5 � � /�G ; / / / /� /� i�L //i G . � � n.,� � � � � , � � �� � � D � "' '- I � � 'A' NOTES: 1. MANUFACTURE OF END SECTION IS IN ACCORDANCE WITH APPLICABLE PORTlONS OF A.S.T.M. SPECIFICATION C76. PRECAST CONCRETE END SECTION DETAIL ,�����,,,►���� .�` �.� .� ,� �' .- . : N = 193 a`' ' � STAT 1/32 TAPER PER� INCH PER SIDE. H�RIZ�NTAL FLARE cx �--- WALL VERTICAL FLARE SECTIDN B-B , 23" 2�n 1 1 /2" 1 1 /4° � 5 1 /4" 2 1 /2" � , , �2- � 23" 33" DITCH GRATE CASTING SETTING DETAIL NEENAH R-4342 STOOL TYPE DITCH GRATE NoT-TO-sca� WOOD STAKES 15"-20" IN GROUND ANGLE �IRST STAKE TOWARD PREVIOSLY LAID BALE t � % � � / � V� r ` . r f � v� .v .� 1 f � � � / i , ' r-� r� v- �v v- CHINK GAPS f� �r f W/STRAW �)( 1� r i � �L y y y ) � '�' � � . � � � � W � V' V� `V J� - » _� U. � SECTION STRAW BALE DAM DETAIL NOT-TO-SCALE } m � z 0 � 5 W � Y a � ¢ 0 � � Z � � � � 3 �Z e� N r \ � \ N � W . � � U � O w � � � � °z � I� � W z C� Z �.1J � Z F= � Z � a rn � � z � 00 � r M .� Q � h rn � o�o N r 0 0 ao I � � � � � �' � °o a �-. a � Q M � � Z Z Q 0 W Z � U J � � Q '+ 1 ' . t W � I..IJ Q OW �� V ! Z L1J ~ O �Z � �O U � � �U ��W r � 'Q � Z 0— O • . U wT 1 � J W � Q U SHEET N0. oF T 7 sr�s JOB N0.19584B