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MORTAR
FILLET
, N L_ v e COVE= 6" MIN e" M ti
L NODES: __ \ r
AD.,.,S I.J_ti STEPS TO BE 3/4" 6 DEFORMED BAR GALVANIZED SAFETY
STEPS OR EQUAL +
CO— 2. STEPS ARE TO BE W PLACE BEFORE MANHOLE SECTIONS 6" MIN 'Vl1N.
ARE INSALLED. \ \ / ,
3. CASTING 10 BE PER DRAWING BR29.
DUBBER; CASK —D JOINTS a I I
MANHOLE SECTIONS TO BE OF REINFORCED PRECAST 1/2 BLIND FLANGE AS DAM
N ACCORDANCE '.M1STH ASTM C -443 CONCRETE / �1/2 PLUG AS DAM
5. ALL JOINTS SHALL BE GROUTED- - D.I.P. TEE CL50�
DEFORMED EAR 6. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR ONE LENGTH OF DUCTILE IRON
SH5 SHALL BE INCLUDED SURFACES, INCLUDING CHANNELING, COATED (SEALED) PIPE (CLASS 50) TO SOLID \ TEE -2" MIN.
TYPICAL ONE LENGTH OF DUCTILE IRON
WITH A HIGH SOLIDS URI- i'rAPP COATING; BEARING WHEN SPAN MANHOLE PIPE CLASS 50 TO SOLID
ORAL —RISER U _ INC-, COLOR . MC -CONSE S OR APPROVED WHITE EQUAL: IS MORE THAN 4'. 7 \ I � ( )
'// � r 6" MLN,
\ BEAR NO THAN SPAN
OR :. ROwE� cOUP;_ COLOR OF COATING SHALL BE WHITE IS MORE THAN �
7- RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE '-
WITH ASTM C -443.
8. CHAN,vEL HEIGHT SHALL BE A MINIMUM OF 3/4 THE INSIDE
DIAMETER OF THE LARGEST PIPE-
P=_ SIZE - 21- 1 -D. 9- CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
ADAPTOR, KOR -N -SEAL BOOTS OR APPROVED EQUAL
LADIDER SID ALUMINUM
OR GALVANIZED STEEL FLEXIBLE FLEXIBLE JOINT
JOINT
CDNCR— SHELF j BACKFILL WITH
COMPACTED MATERIAL x BACKFILL WITH
`CL 51 BASE SECTION I ¢ x
PRGP RTY = AS DIRECTED BY a COMPACTED MATERIAL
CDR CAST IN SHE! F _ - - F
NGIN AS DIRECTED BY
c'" MIN. I 11
i
SANITARY MANHOLE TYPICAL DETAIL
PY STA = 0+50
PM ELEV = 325 -00
D_
= -2.61,
K = 38.38
— 100 -00' VC —
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E EER. — 6" MIN. ENGINEER.
Z N
D.I.P. C1.50 6" MIN.- WITH MIN. 4
i i SHACKLE RODS ,
b" BUILDING SEWER PIPE M L„SG Eri^
I CEMENT CONCRETE CLASS C POURED IN PLACE
CEMENT CONCRETE
2 .! STUB, =mac ✓CE MARKER, PAINT UPPER CLASS C BLOCK 90' BEND
`FEE WITH 6" SIDE OUP kl,; -.NS STE 'C!L ON SIDE POURED IN PLACE go' B U -651)
w 'd".D AR, �V VAI, 3- HIGH BLACK LETTERS. . `._�...
6° AND RU mluNf_ SEVER WIRE ARA PE]D AROUND THE STUD AND D.I.P. 90' BEND `- TYPICAL MANHOLE J -'
ao `�ESY TO f" IUD GF THE STUD. CL 50(MJ X PE) FOUNDATION
ca _ CONSTRUCTION ONCR EN A D
UNLESS OTH� ;ciSE = PPRO`v_ I" I; viT {. )�I..KE TA.P THRGUGH CAST DUCTILE IRON DROP CONNECTION
IRON SADDLE SECUR D. TO SEA-- MAIN Wi;+i STAINLESS STEEL BANDS DROP CONNECTION
WHEN CON`JECTTNG `-EW Si} SLWEPc O SSTINIG�MA.IN -
60" ALLOWABLE MAX. ITRIFFED CLAY, r.:N ANT; RuPlN` RGl JD CONCREi,, DI PIPE AND Cl
FOR CAST IRON PIPE PIPE SE*`ER MAINS ARE TO B CORE. �I,l^
OR DUCTILE IRON PIPE DROP CONNECTION FOR SANITARY SEWERS
13:5 MIX p5 ��t NOT TO SCALE
CONCRETE P} GLE �TNC A BLOCKING PN 9�-
t t 2 MIN SLOPE
6'" SIDE OUTLET . TEE / HORIZONTAL
i SEWER MAIN
6° MIN. L SEWER MAIN
CONCRETE �0C10NG ANQE
OF TEE AT YAl1 OVER '.25 IYPICAL 9DE SEMIER ELEVA'DON
c�svnrnu
- eT_ANDARD arc avcrz RISE � t eTroN
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 25' COVER AT PROPS Z-S
LINE OR 3-5" LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER-
STANDARD SIDE SEWER INSTALLATION a < w
NOT TO SCALE
3'•-00 4 +00 � 7/503 5 +00
NEE 25TH SI_ /FERNDALE PLACE N.E_
SCALE 1 =2[Y R.OPoZ AVOID CUTONG UNDERGROUND UNDERGROUND SERVICE (USA)
1 - =5' VcRT- SgUPE UDUTY UNES- tiS COSTLY
Cau NOTE:
'= m before YOU
EXISTING L'TIUTY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
Digs GROUND UFUTIES PRIOR TO COMMENCING CONSTRUCTION. NO
S REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
7tN� �_��� HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTIUTIES NOT SHOWN IN THEIR PROPER LOCATION.
lES2S
CAL BEFORE YOU DIG: 1 -800- 424 -5555
ii/9n�9g
CrD : - 2 j / 1'11 _?
RECOMMENDED
FOR APPROVAL
BY r t
BY
1
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PVC ®0.49
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RIM-323J60 I I
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INV= 313.82
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INV - 313.77 N &
67 E
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RIM= 320.67
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INV= 314.24
171 V '..
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Z
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21
Of
v a a
eI
� zz
0 0
rcN m
8 � �
-'z Wwp- s7 -j?ir
c
E EER. — 6" MIN. ENGINEER.
Z N
D.I.P. C1.50 6" MIN.- WITH MIN. 4
i i SHACKLE RODS ,
b" BUILDING SEWER PIPE M L„SG Eri^
I CEMENT CONCRETE CLASS C POURED IN PLACE
CEMENT CONCRETE
2 .! STUB, =mac ✓CE MARKER, PAINT UPPER CLASS C BLOCK 90' BEND
`FEE WITH 6" SIDE OUP kl,; -.NS STE 'C!L ON SIDE POURED IN PLACE go' B U -651)
w 'd".D AR, �V VAI, 3- HIGH BLACK LETTERS. . `._�...
6° AND RU mluNf_ SEVER WIRE ARA PE]D AROUND THE STUD AND D.I.P. 90' BEND `- TYPICAL MANHOLE J -'
ao `�ESY TO f" IUD GF THE STUD. CL 50(MJ X PE) FOUNDATION
ca _ CONSTRUCTION ONCR EN A D
UNLESS OTH� ;ciSE = PPRO`v_ I" I; viT {. )�I..KE TA.P THRGUGH CAST DUCTILE IRON DROP CONNECTION
IRON SADDLE SECUR D. TO SEA-- MAIN Wi;+i STAINLESS STEEL BANDS DROP CONNECTION
WHEN CON`JECTTNG `-EW Si} SLWEPc O SSTINIG�MA.IN -
60" ALLOWABLE MAX. ITRIFFED CLAY, r.:N ANT; RuPlN` RGl JD CONCREi,, DI PIPE AND Cl
FOR CAST IRON PIPE PIPE SE*`ER MAINS ARE TO B CORE. �I,l^
OR DUCTILE IRON PIPE DROP CONNECTION FOR SANITARY SEWERS
13:5 MIX p5 ��t NOT TO SCALE
CONCRETE P} GLE �TNC A BLOCKING PN 9�-
t t 2 MIN SLOPE
6'" SIDE OUTLET . TEE / HORIZONTAL
i SEWER MAIN
6° MIN. L SEWER MAIN
CONCRETE �0C10NG ANQE
OF TEE AT YAl1 OVER '.25 IYPICAL 9DE SEMIER ELEVA'DON
c�svnrnu
- eT_ANDARD arc avcrz RISE � t eTroN
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 25' COVER AT PROPS Z-S
LINE OR 3-5" LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER-
STANDARD SIDE SEWER INSTALLATION a < w
NOT TO SCALE
3'•-00 4 +00 � 7/503 5 +00
NEE 25TH SI_ /FERNDALE PLACE N.E_
SCALE 1 =2[Y R.OPoZ AVOID CUTONG UNDERGROUND UNDERGROUND SERVICE (USA)
1 - =5' VcRT- SgUPE UDUTY UNES- tiS COSTLY
Cau NOTE:
'= m before YOU
EXISTING L'TIUTY LOCATIONS SHOWN HEREON ARE APPROXIMATE ONLY.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE
EXACT VERTICAL AND HORIZONTAL LOCATION OF ALL EXISTING UNDER -
Digs GROUND UFUTIES PRIOR TO COMMENCING CONSTRUCTION. NO
S REPRESENTATION IS MADE THAT ALL EXISTING UTILITIES ARE SHOWN
7tN� �_��� HEREON. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR UTILITIES
NOT SHOWN OR UTIUTIES NOT SHOWN IN THEIR PROPER LOCATION.
lES2S
CAL BEFORE YOU DIG: 1 -800- 424 -5555
ii/9n�9g
CrD : - 2 j / 1'11 _?
RECOMMENDED
FOR APPROVAL
BY r t
BY
1