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/Ea EX. MH TORE QET,E'RNl/ - 1}
/N T/!E F /E<D 5Y THE
C/_- rY Or RENTON
,
SANITARY MANHOLE
Final Joint must
be sa+i -cut
Saw -Cut or lire drill 2" min. Asphalt
Existing Asphalt underlying concrete Concrete
Concrete
----,,L -- _ -_ - --
Existing -- 6 1z �♦ygr�; min _ Cement Concrete
Cement Concrete ilt
- - -- - - -- — °o "- min- Crushed Surfacing
Conc. shall be' C.l. A (314) - - Top Course
Portland Cem. Conc. Con- Compacted Crushed. Rock
forming to Sect. 6 -02.3. 1 Backfill
EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE
Final Joint — Asphalt Concrete (3" min.)
must be saw cut rep
lacemert patch to be
1 thicker jhan previously
existed
Existing Asphalt I... 6 ":Min. Crushed Surfacing
Concrete 6" Top Course
Compacted Crushed Rock
Backfill
SU,.45 ReQ9 E¢1FYNG
�- pvPG EXISTING ASPHALT CONCRETE OVER PREPARED GRADE
M T�. ersl..v + e + 18 I'l..n.) Replace-
Final Jolnt=musT 4 =�"e,�..
ment patch to be 1' picker than
be saw -cut
previously existed.
Existing -Cement)-
Concrete Pavement 6" Min. Crushed Surfacing
Top Course
Compacted Crushed Rock
Conc. shalt be .Cl A (3/4) Backfill
Portland Cem. Colic. Conforming
to Sect- 6- 02.3._ EXISTING CEMENT CONCRETE OVER PREPARED GRADE
1. See Sections 7 -18 and 2 -09 for Patc!dng and Backfilling Specifications.
2. All trenches in roadway areas shall be backfilled and pzcched with
temporary asphalt at the end of each work day, unless permission is granted
to, do 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. Sawcnts on concrete pavements shall be made no more than one -half the depth
of the.existing slab.
Tj. /i7EMOVED )
PAVEMENT PATCHING DETAILS
54° DIA STANDARD MANHOLE
• OPEN END FOR OVERFLOW --7
AND MAINTENANCE
--8° SCHEDSD PVC TEE
�1YES!T
EPDXY GROUT INTO MH
/ f n
•: / - S SCHEDULE 80 PVC
SEWER MAIN
UT PIPE 'n STRAIGHT EDGE FOR
•a� SOLID JOINT :?T ANGLE
PIPE STRAP & .BLOCKING
SHALL BE HOT DIP GALVANIZED
AND ASPHALT COATED MAXIMUM Y -0" SEPARATION
-- L ED aVC.PIPE
L
LENGTH !AS. REQUIRED
CONSTRUCT MANHOLE CHANNEL TO .J
SMOOTH TRANSITION TO PVC
o- ANCHOR TO MH WALL W/ 1/2°
X 3 STAINLiSS. STEEL. EXPANSION /.
•,e BOLTS O 4 PLACES (TYP.)
a a , 90 SCHEDULE RO PVC SEND pf wAS..
[s
CEMENT CONCRETE BLOCKING
♦ -116 �/
a
CITY OF RENTON
DROP STRUCTURE Iv r.s. ` DEPARTMENT OF PUBLIC WORKS
NE 3RD STREET SEWER EXTENSION
The FROM I -405 TO BLAINE AVE. N.W.
p Z ci..reFR�NTnN AR , ? ✓� 8/3o/E5 FOR:FIORILLO NORTHWEST, INC.
Rykels Engineering. Group Inc. - 1 Rev�z¢to oa.a r.H ,AQ q� B/25/ 9 DRN. ENGR. CA
APPROVED SLE SATE SHEET
Consulting Engineers - Civli, Municipal, Subdivisions
28301 183rd Ave SE • Kent, WA 98042•(206) 631 -6598 NO. REVISION BY APPA -
-' DATE DMA AJR. AJR /89 3. OF
4,1
GAST'INra- OLYt.Al FOR/.
X
MSJ 30 D /TOR ECIUAL
5F_c DETAIL 5:1.4
"MIN.
r — -
2A° -.•I Q
x 24
ADJU5TMEWT 4
''ONE
MORTAR JOINT
VN2�LE 2'T05'z
¢,, rJl{, r i _
co
FRECAST 5EC;rl
STEP-5 -5/
STEPS S1.14LL 6E INCLUDED ED
4V
"4
N z
1. 5TEF5 TO 13E !Y4 DEF'ORi✓1ED 1544, GALVAKRZED
WC-TY 5TEF5 OR FOUAL
2 5l ARE TO 15E IIJ RACE E1=F01�f MN 5EC ION5
MAX. PIPE SIZE- 21 "LD.
A{?E IIJSIALLED.
5. CA5TIl TO 6E OLYMPIC FOUNDRY MH 50 M
LADDER -5TD. ALUMWUM
OR CaALVA1JIZED STEEL.
MW W D/T 02 EQUAL. SEE DETAIL 5.1.4 -
CONGRErE 5WELF
4. MAIJODLE SECTIOAJ5 TO 6E OF FFE- 10FDRCED PREG45T
COfJCREfE
5. OPENING SHOULD BE ON DOWNSTREAM SIDE.
—�-�
PRECAST t�SE SPG710L1
OR CAST )CI FI I-
SANITARY SHALLOW MANHOLE TYPE,AII IV , S.
SANITARY MANHOLE
Final Joint must
be sa+i -cut
Saw -Cut or lire drill 2" min. Asphalt
Existing Asphalt underlying concrete Concrete
Concrete
----,,L -- _ -_ - --
Existing -- 6 1z �♦ygr�; min _ Cement Concrete
Cement Concrete ilt
- - -- - - -- — °o "- min- Crushed Surfacing
Conc. shall be' C.l. A (314) - - Top Course
Portland Cem. Conc. Con- Compacted Crushed. Rock
forming to Sect. 6 -02.3. 1 Backfill
EXISTING ASPHALT CONCRETE OVER CEMENT CONCRETE
Final Joint — Asphalt Concrete (3" min.)
must be saw cut rep
lacemert patch to be
1 thicker jhan previously
existed
Existing Asphalt I... 6 ":Min. Crushed Surfacing
Concrete 6" Top Course
Compacted Crushed Rock
Backfill
SU,.45 ReQ9 E¢1FYNG
�- pvPG EXISTING ASPHALT CONCRETE OVER PREPARED GRADE
M T�. ersl..v + e + 18 I'l..n.) Replace-
Final Jolnt=musT 4 =�"e,�..
ment patch to be 1' picker than
be saw -cut
previously existed.
Existing -Cement)-
Concrete Pavement 6" Min. Crushed Surfacing
Top Course
Compacted Crushed Rock
Conc. shalt be .Cl A (3/4) Backfill
Portland Cem. Colic. Conforming
to Sect- 6- 02.3._ EXISTING CEMENT CONCRETE OVER PREPARED GRADE
1. See Sections 7 -18 and 2 -09 for Patc!dng and Backfilling Specifications.
2. All trenches in roadway areas shall be backfilled and pzcched with
temporary asphalt at the end of each work day, unless permission is granted
to, do 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. Sawcnts on concrete pavements shall be made no more than one -half the depth
of the.existing slab.
Tj. /i7EMOVED )
PAVEMENT PATCHING DETAILS
54° DIA STANDARD MANHOLE
• OPEN END FOR OVERFLOW --7
AND MAINTENANCE
--8° SCHEDSD PVC TEE
�1YES!T
EPDXY GROUT INTO MH
/ f n
•: / - S SCHEDULE 80 PVC
SEWER MAIN
UT PIPE 'n STRAIGHT EDGE FOR
•a� SOLID JOINT :?T ANGLE
PIPE STRAP & .BLOCKING
SHALL BE HOT DIP GALVANIZED
AND ASPHALT COATED MAXIMUM Y -0" SEPARATION
-- L ED aVC.PIPE
L
LENGTH !AS. REQUIRED
CONSTRUCT MANHOLE CHANNEL TO .J
SMOOTH TRANSITION TO PVC
o- ANCHOR TO MH WALL W/ 1/2°
X 3 STAINLiSS. STEEL. EXPANSION /.
•,e BOLTS O 4 PLACES (TYP.)
a a , 90 SCHEDULE RO PVC SEND pf wAS..
[s
CEMENT CONCRETE BLOCKING
♦ -116 �/
a
CITY OF RENTON
DROP STRUCTURE Iv r.s. ` DEPARTMENT OF PUBLIC WORKS
NE 3RD STREET SEWER EXTENSION
The FROM I -405 TO BLAINE AVE. N.W.
p Z ci..reFR�NTnN AR , ? ✓� 8/3o/E5 FOR:FIORILLO NORTHWEST, INC.
Rykels Engineering. Group Inc. - 1 Rev�z¢to oa.a r.H ,AQ q� B/25/ 9 DRN. ENGR. CA
APPROVED SLE SATE SHEET
Consulting Engineers - Civli, Municipal, Subdivisions
28301 183rd Ave SE • Kent, WA 98042•(206) 631 -6598 NO. REVISION BY APPA -
-' DATE DMA AJR. AJR /89 3. OF