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2'-0"
COMPLETELY SEAL CASTING BEARING
SURFACE WITH 3�1 MIXTURE UF SAND � � N
AND P�RTLAND CEMENT. \� �
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S'-Q" MATCH CASTING OPENING � q� P u #4 RE-BAR WELDED TO �
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ALI. STRUCTURES GREATER
THAN THREE FEET IN DEPTH 8� 8� ► » �����+ v,,�
HAVE STEPSCTHEg RST STEP 33'r Q 5_O ,,```,,`,,.►ti►u�uiq� ,,',,,',,
TCIP VIEW � ` ,,
FROM TOP OF CASTiNG TO BE MATCH CAS7ING OPENING �O G�Q �.� Q�
THEN 2�4" MAX., THEN 1fi" ^ NO.
ON-CENTER. � Q � _
SIDE VIEW p - �� �
pITCH GRATE CASTING SETTfNG DETAIL � �
NEENAH R-4342 STOOL TYPE DITCH GRATE
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NOT-TO-SCIILE 31 4' ,,i,����0 0���,,0` M
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II �� �� 33/� 3-0 �
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RIP-RAP DETAIL �
�� � � NOT-TO-SCALE W PIPE ARCH DIMENSIONS SLOPE
n � � s t 4" R. a D�MEN. G.q, A B H L W(qpP. BODY
� SPAN RISE 1'f MAX, 1.5 2t
i� 2s �/8' � i � 1 11 16 7 9 1 0 2 5 1 PC.
I� � 32 t/2" '_ � '� 32 1/Y � 0 13 16 7 10 3 3 2. 1 (n CV Z
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Z 25 16 16 8 12 28 42 2.5 1 PC. � d' ¢
w 29 1 16 9 14 6 32 48 2.5 1 PC. � � Z
- 36 22 14 i 0 16 39 60 2.5 1 PC.
g" 43 27 14 12 18 8 48 75 2.5 1 PC. W p�
DIMENSIO S SLOPE � �
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-' PIPE GA A B N L W
� � , , (APP.) BODY ,.�
V. D� 1 t MAX 1 .5 2t � (�
3 3 � 16 6 21 4 2 1 PC. � �
'' � ,—�� �� , t ��� R-3501—N NEENAH CURB INLET ,� s s o Z.s , Pc. �
1 16 8 10 6 31 36 2.5 1 PC. Q
AME. GRATE dc CURB 80X DETAI� X
� � �+ �� � NOT-TO-SCALE 1 16 9 12 6 36 42 2.5 1 PC.
+ � Elms oF e�WKETS To eE A A 16 10 1 6 41 2. 1 P. z l�i.
J
„ + � � � � �' ������ P�N 14 14 19 9 60 72 2.5 1 PC. �
MIN. 4 TOPSOiL sw� ai�w�+e� ro � u�n wrn+ �w I �
st5o � cartaa eurqc�7 ev Nat7H EDGE ORC D
AMERICAN dtEEN OR APPROVED EQUAL
NOl'ES: �
TYPICAL SWALE DETAIL
END SECT�ONS AND TOE PLATE ANCHORS SHALL CONFORM � N
4 TO ALL APPUCABLE REQUIREMENTS AS SEf OUT IN THE
INDOT STAFVDARD SPECIFICATiONS. W �
NO SC/u.E IF ALLUMINUM ALLOY PIPE CULVERT IS FURNISHED, ALUMiNUM Z O
TOE�CN R 12° C TO C_zj H-� %�LLOY END SECTIONS SHALL ALSO BE USED AND ALL COMPO �
VG ' NENT PARTS SHALL BE ALUMINUM ALLOY AS SET OUT IN THE C' �
1 W+A � STANDARD SPECIFlCATIONS. z (
r MULTIPLE PANEL BODIES SHALL HAVE LAP SEAMS WHICH SHALL w �
END BE TIGHTIY JOINED WITH 3/8" DIA. GALVANIZED RNEfS OR BOITS.
J,� THE TOE PtJ�TE ANCHOR SHALL BE CONSTRUCTED OR 10 GAGE � t�
4; � � S� GALVANIZED STEEL AND BE REQUIREQ ON ALL STEEL PIPE END Z �
_ firCL S��pe p SECTIONS. IT SHALL BE MATCNED-PUNCHED TO FlT HOLES IN I- �
SKiRT UP, AND SUPPUED LOOSE, COMPLETE W(TH 3/8" DIA. _I p� v�
GALVANIZED BOLTS. COST THEREOF SHALL BE INCLUDED IN THE �t �
ALL STRUCTURES GREATER I 'Q21 • � o
( CONTRACT UNIT PRICE PER EACh! FOR "PIPE END SECTIbN � 00 Q
THAN THREE FEETIN DEPTH
C.I. MANHOLE FRAME & COVER USE KENT SEAL OR EQUAL MUST BE ACCESSIBLE AND WHERE V[TRIFIED CLAY CULVERT OR CAST IRON CULVERT Z ^ z
SET ON KENT SEAL OR EQUAL BETWEEN RISER RINGS (TYP.) HAVE STfPS. THE FlRST STEP � 2. = PIPE IS USED A"PIPE END SECT]ON" COMPARABLE TO O � o
MINIMUM WID1H FROM TOP OF CASl1NG TO BE COMPUTED LENGTH AND END SECTION + 'fw�T AS SHOwN FOR MEfAL OR CONCRETE SHALL BE U � z
1.25 (O.D.r12" B��KFlLL VNTM CIEAN ADJUST TO GRADE W/ FtLLER THEN 24" MAX., THEN 16" PAY LENGTH OF CULVERT IENGTH (L) � r; r�i. �RNISHED AND SHALL BE AS APPROVED BY THE ENGINEER
GRANULAR MATERIAL FlNISH GRADE RlNGS AS REQUiRED (MAX. 12") ON-CENTER. p $ r. END SECTIONS WII,L BE PAID FOR AT THE CONTRACT UNIT
PER REQUIRE1rttENT Of SIDE � R �---I PRtCE EACH FOR "PIPE END SECTION" CQMPLEiE IN PLACE
INDIANA DEPARTMENT oF AND ACCEPTED
HIGHWAYS (MECHArNCAI PIMPLED CONNECTION BAND MAY BE USED TO CONNECT PIPE
COMPACI)ON TO 9SX __ PRECAST RE{NFORCED CONC. END SECTION TO HEUCALLY C4RRUGATED PIPE ��H
N Z PROCTOR DENSI'T1�. _, MANHOLE CQNE MEETING �
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O.D.
�� ASTFA STANDARD C-478 SPECIF(CATIONS FOR HOOK BOLT AND NUT �o
MANHOLE SECTION JOiNTS � `
SAND OR OTHER N -
2�/4' „ HOOK BOLT MATERIAL SHALL MEET THE CURRENT AS.T.M. A-307. THREADS
c�MpRES�gLE FlNE SHALL HAVE °0" RING GASKETS 5 SHALL BE AMERICAN STANOARD COARSE THREAD SERIES, CLASS 11 FREE FiT,
lOW VOID MAlERIAL � 2i�_ BOLT'S SHALL BE GALVANIZED TO MEET CURRENT A.S.T.M. SPECIFICATION A-157. Q
C D ��- THE THREADED PORTION SHALL NOT PREVEN'T TURNING THE NUT BY HAND. Z
90. WASHER � NUT AND WASHERS SHALL BE CARBON STEEL HOT DIP GALVANiZED TO MEET Q
21 �� 4� - O�� �� •- A.S.T,M. SPECIFICATION A-153. NUT THREADS SHAtl BE AMERICAN STANDARD
24�� 4�-O�� R=s/te43/��' COARSE THREAD SERIES (1/64 MAXIMUM OVERSIZE), CIEANED AFI'ER GALVANIZ- W 0
� ING TO PROVIDE A FREE RUNNING FlT ON THE CLASS 11 BOLT. NUTS SMALL BE w Z
3/�a' 1 1/4" ACROSS FLATS, 13/16° THICK, CURVE CROWNED TO APPROX. 1" RADIUS. A'
2 % �� 4 � - � �� � 3/4` 1d BAR � I _ �.L
30" 4'-4"
CAST ALUM. OR FlBERGLASS „,_„ M ETAL EN D SECTI ON J I=—�
RIGID PIPE BEDDING DETAIL DEPTH AS SHOWN ON PLA S MANHOLE STEPS SET AT 36 5 �
(CONCRETE PIPE) 16" O.C. STAGGERED. 4-Z�� 5'-4�� (NO SCALE) {�
NOT-TO-SCALE � 8�� 6�_ O�� f z
54�� 6�-6�� w o
D 0
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ALL LIFT WOLES ARE FIBER BLANKET ❑VER CPOLYFE�T U
TO BE GRbUTED SHUT. T�P & SIDES) � W
CONCRETE BENCH WALL � �
� (CLASS "B") �
C�NTRACTOR SHALL EXCAVATE AREAS —
(--�— 22 3/4" —+►-I � �4� o BASE SHALL BE PRECAST 0 S❑ ET A TITHEA❑UTER SURFACEEpF IT E ~
t] VYITH #4 BARS AT � Oo U Z
12 MIN. � RIP-RAP EQUALS FINISH GRADE &
m '. N�1P3� F Q Q 12" O.C. EACH WAY �0 W
.�, .. ;,.,. , . ., . o DOES N❑T IMPEDE THE PROPOSED �
C'�► Q' o p � C1 '• - '•' .'' _' �. . ��O ST�RM WATER FL❑W, �
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° p � Q'�o, o 0.30� .. ���0 ° 0 �"- Q
m 36„�I � I _g" R.C.P. ST❑RM SEWER c�QO O� / n
r�ii H�avy Duty .t• : � °O o O°o 0° V 1 =
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BEARiNG SU C oO o O o 0 0 o O
"' Catalog No. lrf GRANULAR LEVELING MATERIAL # � � 0 � �� ° ��oO (�°oO O�°o �o � o 0 0 o U z
r- R E Q U I R E D F O R P R E C A S T B A S E ° � o Q o o O oO 0�° �� �
� De�9" d ��� � �, f NOTE� 2�1 SL❑PE SHALL ❑NLY BE USED WITHIN a� � '�,,,,�_
� se�tn9 D t.ba. THE SODDED AREAS AS SH❑Wfd. TRANSITION T❑ ~ W
� P RECAST R EI N FORCED CON C. M AN H OLE TYPICAL 5►1 SLOPE WITHIN NEXT FIVE C5) FEET. 12" MIN. N❑TCH RIP-RAP INT❑ ��
� R-ins-c R-�n2-cvH 24 �/2 ssg y�� ��NBEq �N�GZSI'�JRFACE FOR STORM SEWER SLpPE AS SH�WN �
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FIBER BLANKET ❑VER <POLYFEI.T
= STORM MANHOLE DETAIL R-1772-C NOT-TO-SCALE SHEET N0.
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� NOT-TO-SCALE SECTICJN ��X��—��X�� T�P & SIDES>
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