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'TYPE' s-48" MH
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1 G OPEN END FOR OVER
I , v����� ��� ��� 1 I'\ — z� AND MAINTENANCE
4,1 7
XMIN. —IZ "MAX.
GASTIW�- OLYMPIC FDkY.'
#MW L EGUAL
24" 5EE DE TAIL &. 1.4 . 9d
a ADJU5TMENT 4'M IN.
GUNE N 1
~' MORTAR JOINTS V6JZlA6l E 2'705_
4 "MIN.
co
PRECAST SECTIoiJ
STEFS- 5 /WDEFORMED 6AR
5TEP5 514ALL DE INCLUDED
1
-i
Z
AY
MAX. PIPE SIZE -ZI" I.D.
LADDER -5TD. ALUMINUM
OR GAL\/AN IZED `STEEL .
CONCRETE 5I-IELF
MORTAR FILLET-
' PRECAST E 55E SECTIOt_I
1 O2 CAST HJ PUCE
M R.I.
SANITARY MANHOLE TYPICAL DETAIL K=_. .
C�
�S=
I. sTEFS To PEE e4 °4, DEFORMFID DAR GALVANIZED
5AFETf 5 P-F5 OR 156AJAL
2 5 P5 ARE TO 15E IN PLACE DMDIRE MN SECTIONS
ARE IIJ5TALL.ED.
5 CA5T1HG TO 5E OL`M1PIG FOUNDRY( MH W WHi!
MW W D/T OR EQUAL. 5EE DETAIL 5.1.4
4. MAWIAOLE SECTIOM5T015E OF REINFORCED PRECAST
CONCRETE.
D. OPEMNG S14OULD BE ON DOWNSTREAM SIDE _
SANITARY SHALLOW MANHOLE TYPEW ,, S.
PIPE STRAP k BLOCKING
SHALL BE HOT DIP GALVANIZED
AND ASPHALT COATED
CONSTRUCT MANHOLE CHANNEL TO
SMOOTH TRANSITION TO PVC
C6
Final Joint must
be saw -cut
Saw -Cut or line drill 2" min. Asphalt
Existing Asphalt - underlying concrete Concrete
Concrete_ -- - -_
Existing-_-, �6„ 'i *' -I L_ C`" �rq 4�;;? min Cement Concrete
Cement Concrete i=: _ ( V. - -
6 "- min. Crushed Surfacing
Conc. shall be Cl. A -(3/4) - Top Course
Portland Cem. Conc. Con- Compacted Crushed Rock
forming to Sect. 6 -02.3. Backfill
EXISTING ASPHALT CONCRETE UVER CEI4ENT CUWCRETE
Final Joint Asphalt Concrete ( -3" min.)
must be-saw-cut replacement patch to be
_ 1" thicker than previously
-- " -_ _ "- existed.
Existing Asphalt � ��� 6" Min. Crushed Surfacing
Concrete Fes=- Top Course
Compacted Crushed Rock
Backfill
EXISTING ASPHALT CONCRETE OVER PREPARED GRADE
Final Joint. must Cement Concrete (B" Min.) Replace -
be saw -cut ment patch to be 1" thicker than
- - previously existed.
Existing Cement
Concrete Pavement _6" Min. Crushed Surfacing
Top Course
Compacted Crushed Rock
Conc. shall be Cl. A (3/4)- Backfill
Portland Cem. Conc. Conforming
_ to Sect. 6 -02.3. EXISTING CEMENT CONCRETE OVER PREPARED GRADE
1. See Sections 7 -18 and 2 -09 for Patching and Backfillin6 Specifications.
2. All trenches in roadway areas shall be backfilled and patched with
temporary asphalt at the end of each work day, unless permission is granted
todo otherwise by the City Engineer and City Traffic Engineer.
3. All temporary patches on trenches shall be permanently patched within 2
weeks of completion of work within the roadway area.
�4. Saw carts on concrete pavements shall be made no more than one -half the depth
of the. existing slab.
5. lRcmo ✓EV )
PAVEMENT PATCHING DETAILS N.T
54' DIA STANDARD MANHOLE
_8' SCHED 80 PVC TEE
WL)M7 WE=
EPDXY GROUT INTO MH
I//-- L_ "' SCHEDULE 80 PVC
SEWER MAIN
UT PIPE '.n STRAIGHT EDGE FOR
•• SOLID JOINT AT ANGLE
MAXIMUM 2' -0' SEPARATION
SCHEDULE 80 PVC PIPE
6D LENGTH AS REQUIRED
a
ANCHOR TO MH WALL W/ 1/2'
X 3' STAINLESS STEEL EXPANSION
'A' BOLTS O 4 PLACES (TYP.)
a 90 - SCHEDULE 80 PVC BEND
CEMENT CONCRETE. BLOCKING
Ev �=7//
DROP STRUCTURE
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