HomeMy WebLinkAboutS-347326PLANE EX HMA 2" DEPTH
/KEEPING EXISTING GRADE.
PLACE NEW 2" THICK
ASPHALT OVERLAY
THICK @ 0 HMA (CLASS YZ')
�j—MATCH EX. SLOPE
(1) ROADWAY CROSS SECTION
2F) NTS
HMA (CLASS Y2 ")
MATCH EX, SLOPE, t I-2" THICK 0 0
48' MIN.
UNLESS OTHERMSE
APPROVED BY
THE ENGINEER
PVC PIPE
6 "MIN.
T_
-COPPER TRACE WIRE
ATTACHED TO PIPE w/
DUCT TAPE
MATERIALS
NOTE: REFERENCE RENTON STD. PLANS
110.1 AND 405 FOR FURTHER DETAIL.
TRENCH DETAIL FOR FORCE MAIN
NTS
2" HMA (CLASS 1 ") OVERLAY PER
TYP, ROADWAY CROSS SECTION
MIN. 2" HMA (CLASS 11 ") MATCH
EX. PAVEMENT DEPTH
6" CRUSHED SURFACING TOP COURSE,
COMPACT TO 95% MODIFIED PROCTOR
EX. PAVEMENT
\� \� \/
\// /
UNDSTURBED
ROADWAY CROSS SECTION /'`E
`SAW CUT EDGE
OF EX. PAVEMENT
COURSE OR NATIVE
1IR
3 "x3 %3/8" ANGLE IRON CUT
2" HMA CLASS 74 ") OVERLAY PER
(
TO FIT W/ 1 1/2' HOLE THR*TE
")
PLANE Ex HMA 2" DEPTH
TYP. ROADWAY CROSS SECTION
TOP CENTER, TYPICAL WELDE
HMA (CLASS Ys
KEEPING EXISTING GRADE.
MIN. 2" HMA (CLASS & ") MATCH
TO GATE
MATCH EX. SLOPE 2" THICK
PLACE NEW 2" THICK
EX, PAVEMENT DEPTH
GGATE
ASPHALT OVERLAY
6" CRUSHED SURFACING TOP COURSE,
COMPACT TO 95% MODIFIED PROCTOR
INSTALL
4 RED REFLECTORS i 0 x 4" LONG
1'
EX. PAVEMENT
W/ 1/4"
PIN
GALV STEEL. PLATES "WFROM2 1/2" HOLE
MIN.
WELDED
OR BOLTED TO GATE 3 /8
BARS. REFLECTORS
TO FACE
VARIES
i5
if
0
oa oOO
o0 000° oo
0 00 00 0 0o
%���
VEHICLE
ENTRANCE SIDE ONLY -
—_\
o�° o00
PA
y\
<1
\ \ \
\ //\ \ /j\
A�
CONCRETE CAP
FUR3 "N SCH 40 STEEL PIPE.
TOP
/ /�\��
SAW CUT EDGE
"0
BY OF GATE TO BE LEVE L
" ""
/ \ \ /
��A /��
OF EX. PAVEMENT
J:. 6 SCH BO
21 -0
�1 ROADWAY CROSS
SECTION
�o�RSEGR °NATVE BA TOP
STEEL POST
UNDISTURBED
3' -0 "' 3' -0' 3' -0'
26 NT$
NATIVE
j
IF APPROVED IN WRITING BY
MATERIAL
`
i0 95%
MODIf ED PROCTORT
n
PLANE EX HMA 2" DEPTH
/KEEPING EXISTING GRADE.
PLACE NEW 2" THICK
ASPHALT OVERLAY
THICK @ 0 HMA (CLASS YZ')
�j—MATCH EX. SLOPE
(1) ROADWAY CROSS SECTION
2F) NTS
HMA (CLASS Y2 ")
MATCH EX, SLOPE, t I-2" THICK 0 0
48' MIN.
UNLESS OTHERMSE
APPROVED BY
THE ENGINEER
PVC PIPE
6 "MIN.
T_
-COPPER TRACE WIRE
ATTACHED TO PIPE w/
DUCT TAPE
MATERIALS
NOTE: REFERENCE RENTON STD. PLANS
110.1 AND 405 FOR FURTHER DETAIL.
TRENCH DETAIL FOR FORCE MAIN
NTS
2" HMA (CLASS 1 ") OVERLAY PER
TYP, ROADWAY CROSS SECTION
MIN. 2" HMA (CLASS 11 ") MATCH
EX. PAVEMENT DEPTH
6" CRUSHED SURFACING TOP COURSE,
COMPACT TO 95% MODIFIED PROCTOR
EX. PAVEMENT
\� \� \/
\// /
UNDSTURBED
ROADWAY CROSS SECTION /'`E
`SAW CUT EDGE
OF EX. PAVEMENT
COURSE OR NATIVE
1IR
NTS NATIVE /E
MATERIAL ,�ENGINEER,
APPROVED IN WRITING BY
COMPACT TO 95%
MODIFIED PROCTOR
PLANE EXISTING HMA
HMA (CLASS YZ') SEAL JOINT WITH BINDER PG 64 -22
EX. HMA VARIES
2" (TYPICALLY 2" — 4 ")
10' �I
EXISTING HMA PAVEMENT —
3
NOTES:
> 1. SEE PLANS FOR SPECIFIC CONSTRUCTION
° I LOCATIONS
2. MATCH JOINTS SHALL BE CONSTRUCTED IN
n ACCORDANCE WITH SECTION 5- 04.3(21)
(ASPHALT CONCRETE PAVEMENT BUTT
JOINTS).
s 3. PLANING SHALL BE DONE IN ACCORDANCE
WITH SECTION 5- 04.3(14) (PLANING
- BITUMINOUS PAVEMENT).
BUTT JOINT DETAIL
NTS
i
iI0
HUT I -'rlI LL
Roth Hill, LLC Tel 425.869.9448 www.rothhill.com
11130 NE 33rd Place, Suite 200 Bellevue, WA 98004
PVC PIPE
fi'MIN.
T_
BEDDING MATERIALS
(-�-- 38 "MIN.
NOTE: REFERENCE RENTON STD. PLANS
110.1 AND 405 FOR FURTHER DETAIL,
TRENCH DETAIL FOR GRAVITY MAIN
NITS
STAINLESS STEEL CASING SPACER
(CASCADE WATERWORKS MFG.) OR EQUAL
S12ED TO FIT CARRIER PIPE & CASING
WITH SAND AR SPACE
6 "0 SCH 80 STEEL
POST FILLED W/ CONIC,
TYP EACH SIDE'S
3 "0 SCH 40 STEEL PIPE
WELDED STEEL HINGE FIXTURES W/ BOLT
THRU CENTER, THREE (3) EACH
NEW PRECAST
MANHOLE BASE
SECTION
24 "TYP
�_6 %6 %3/8" 3' "I MIN
GALVANIZED
STEEL
GUSSET EXISTING ROAD SURFACE
SUPPORTS
3' -2"
NOTES
GATE & POST CONSTRUCTION SHALL CONSIST OF HOT DIPPED
GALVANIZED STEEL PIPE. ALL CROSSBARS SHALL HAVE CONTINUOUS
FILLET WELD.
CONTRACTOR SHALL FIELD VERIFY DIMENSIONS & PROVIDE SHOP
DRAWINGS OF GATE & POST ASSEMBLY (INCLUDING HINGE &
LATCH FIXTURES) FOR APPROVAL BY CITY REPRESENTATIVE
PRIOR TO CONSTRUCTION.
ALL METAL & WELD JOINTS ASSOCIATED W/ GATE & POST
ASSEMBLY SHALL BE HOT DIPPED GALVANIZED STEEL &
GALVANIZED STICK TREATMENTS FOR JOINTS.
ACCESS GATE DETAIL
NTS
i
I+--- NEW PRECAST
MANHOLE SECTION
(
24 "TYP
10° HOPE -1
SEWER MAIN
COUPLING (TYP) - -1TI -I Iil- III -Tt F n EE T X. 8" SEWER MAIN
10 "SDR 35 - -8 "SDR 35
PVC SPOOL PVC SPOOL
4 "- 6" COMPACTED CONCRETE OR SAND COLLAR MIT
BEDDING MATERIAL ADAPTER FOR PVC PIPE (TYP)
ELEVATION
INSTALLATION PROCEDURES:
1. EXPOSE & REMOVE EXISTING PIPE.
2, SET MANHOLE & PVC SPOOL PIECES IN PLACE TO PROPER ALIGNMENT
& GRADE
3. RECONNECT PIPE WITH COUPLINGS ( ROMAC 501 LONG BARREL OR EQUAL)
COUPLINGS SHALL HAVE ROMAC S.S. STIFFENING INSERT OR EQUAL FOR
HOPE PIPE END.
............ 4. CHANNEL MANHOLE PER CITY STANDARDS.
18 "MIN. (PER PLANS, STEEL OR CASING SEAL -'� I-8 'PVC FORCE MAIN
HOPE CASING TO FIT CARRIER (TYREACH
PIPE. NDTES END)
1. FILL ANNULAR SPACE BETWEEN SEWER FORCE MAIN AND STEEL
SECTION A -A CASING WITH SAND.
2, SEAL EACH ENDS OF CASING WITH FLEXIBLE END SEALS SUCH
AS MODEL W BY PIPELINE SEAL & INSULATOR OR EQUAL.
3- CASING SPACERS SHALL BE INSTALLED A MAXIMUM OF 10'
ON CENTER.
PIPE CASING DETAIL
SPECIAL MANHOLE CUT -IN INSTALLATION
NTS
CLD , :5" 3 '�-?i.we�
r;
18 "0 CONCRETE I'„
FOOTING, TYP—,
i
18 "0 CONCRETE I'„
FOOTING, TYP—,