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Na DATE DESCRIPTION ,
HEET No.
REVISIONS
P .
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- . i RADIUS
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CONCRETE
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DETAIL)
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4S— - __ ...� <_.
_ _. _�° 2 N.Y.S. D.O.T. ITEM 403.01
-
_..__.m. m CROSS SECTION
4'I - N. Y. S. D.O.T. ITEM 403.07
fir 4S a9
� STEPS (SEE SEE - _ ___._.. x
MANHOLE STEP DETAIL ASPHALT CURB DETAI L
DIET AILS) �
f N.T.S.
ALUMINUMALLY MATERIAL_R
IF. ___ 6 OF RUSIAF D
STONE Y. .'' 1n TEPS HALL PLACED 'API ROI A°� LY I2'®Old
Is s G
I ,TYP[CAL PAVE M ENT SECTION
_.__ --- -- ___..__ - __ $ SIZE ) CENTER FOR THE FULL DEPTH OF THE MANHOLE.
L 0 STEPS WILL E REQUIRED IN MANHOLES N.T. S.
r ._..:-._.. � ,.:._.� _ ���'' _.' �. a '� _ 1
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� DESS THAN 41
. aEDEEP.— 611
TOP SOIL 6 GRASS
STANDARD MANHOLE. PRECAST CONCRETE MANHOLEf
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TRENCH WIDTH 12 1244
,._ I N.Y.S. D.O.T. ITEM 403.01
6 CLEAN FILL SAW CUT — _-SAW CUT
f FIRST CUT , ' :. - = n .' a '.' D IRST`. 1
H 4/ n
-CRETE 60 PSI COMPRESSIVE -------- � ,f �...,� CUT 1 /2 N.Y.S. D.O.T. ITEM 403.05
NOT S
NOTES t 0 �► APPROVED
D -
STRENGTH OR .SIMILAR AP ROV
graK H S�m SHALL
q� PP 0� � � —8 N.Y.S. D.O.T.ITEM 503.01
al 46` R .,. - 9.+4! V -k L,E a�- 34'aALL P$4", @`L6 � - � - �/r �� :i ,i .r` -
G _ MANHOLES SHALL BE MADE OF 8 BRICK.OR 6 SOLID CONCRETEM.H. BLOCKS. I THE NOTES 1,2p ,5, OF BRI M N 0., l �� MATERIAL
e
— H.F`RAMES COVERS. TO BE CAMPBELL PATTERN 100 FOR 23" OPENING TO THE PRECAST MANHOLE.
94
- HE CONTRACTOR SHALL SUBMIT DETAILS OF THE PRECAST H. �
II FOR � OPENINGp OR APPROVED .EQUAL.N. COVERS TO 6E MARKED 2 T
t /0 "
,SEWER OR DRAIN AND HAVE SIX -3/4 VENT HOLES.
T'0 THE ENGINEER FOR APPROVAL.
RDETAIL)
t� - -. • e < .. ' � • -. � � ,.f ,, K -CRETE SEE SHOULDER
4z M REINFORCEMENT / a®/ e �� /. f_
� I C PLASTER PRECAST MANHOLES -SHALL HAVE MINIUS o ••x SELECT GRANULAR .BACiCFI•LL
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-EXTERIOR B INTERIOR OF AL.�. MAIdI��aL.ES 5i°IAL.L HAVE A t EMEN'F PL S`f-.�
3 as ' . , • .: > • . ITE 203.07
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FINISH. THE EXTERIOR SHALL ALSO BE COVERED WITH AN APPROVED ASPHALT OF O.I� St�.IN..P R LIN. FT. OR,4S ARREL � 'm • ' • ° ' ��
0. 17 SO. IN. PER LIN. FT. FOR 60" BARRED
WATERPROOFING.
4 -CONCRETE BASE SLA SHALL BE 14 -. MIX... AS PER A.S.T. . C_478. � v�® - - CRUSHED STONE AS REQUIRED
1
� --PAYMENT LIMIT LIKES FOR ROCKLXCAV9ATION SHALL BE 1 OUTSIDE THE -THE CONTRACTOR MAY, WITH THE APPROVAL OF THE ENGINEER,OR DIRECTED BY ENGINEER.d�°
WIDEST PART OF THE MANHOLE 6 VERTICAL TO THE TOP OF THE CK GRADE.PERMANENT PAVEMENT REPLACEMENT
SUBSTITUTE A BUILT UP BASE INSTEAD OF A PRECAST ASE
FOR THE PRECAST MANHOLE. BUILT UP BASE SHALL E A
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DEFLECT PIPE AS PER ' 24 .
_ WATER LINE
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ECOMMENDATION
16
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9 10,MIN. IO. MIN.
TYPICAL CURB RADIUS
E AS ORDERED BY THE ENGI-
NEER TO SUITABLE BEARING- AT KING STREET
x NOTE. FOR ANY CONDITIONS OTHER THAN THESE PROCEDURE -
OUTLINED IN -PART, 15 OF STATE HEALTH BULLETIN #42'NTS
MUST BE FOLLOWED.
USE
FRAME
RATE
CROSSING. of WATER LIN OVER A
E �? SANITARY SEAR DRAIN
WHERE NATER LINE PASSES BENEATH SEWER LINE OR STORM DRAIN,THE JOINTS OF THE.PfPE
6 SAND OR GRAVEL 'BEDDING � SHALL BE A MIN. OF 10 FROM THE POINT OF CROSSING AND T
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11/4"
CLAS PRFs
f _ 150 SURE PIPE.B'THE:STORM DRAIN SHA BELOCK-JOINT
LL PRESSURE PIPE.
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THE TYPE OF MATT RIAL HERE IT IS TO BE PLACED p A SIC THE
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