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CONSTRUCTION DETAILS
MANHOLE FRAME AND COVER
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ADJUSTMENT RINGS (2" MIN.)
48" MH 48"
SEE NOTE 6
5"MIN
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21" 1. D.
SEE NOTE 5
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(TYP.) - SEE STANDARD -
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PUBLIC WORKS
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STEPS - POLYPROPYLENE STEPS
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CONSTRUCTION DETAILS
MANHOLE FRAME AND COVER
tB,
SEE STD. PLAN 401
�D,
ADJUSTMENT RINGS (2" MIN.)
48" MH 48"
SEE NOTE 6
5"MIN
MORTAR JOINT(S) (3/8" MIN.)
21" 1. D.
SEE NOTE 5
MATCH SIDEWALK
CONE (ECCENTRIC)
WIDTH - 4' C)" MIN_
SEE CONTRACT PLANS
RUBBER GASKETED JOINTS IN
60" MH 60"
ACCORDANCE WITH ASTM C-443
318" EXPANSION JOINT
42" MIN.
(TYP.) - SEE STANDARD -
q
PLAN F-30.10
401
SIDEWALK
PUBLIC WORKS
6
STEPS - POLYPROPYLENE STEPS
SEE NOTE
I
SHALL BE INCLUDED
CONCRETE RISER BY PIPE INC.,
OR APPROVED EQUAL. BUFFER STRIP - SEE
CONTRACT PLANS
LADDER -POLYPROPYLENE PEDESTRIAN CROSSING
SHALL BE ATTACHED TO MANHOLE CLOSURE SIGN
MAX. PIPE SIZE - `E'
W
a
CONCRETE SHELF X
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PRECAST BASE SECTION
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OR CAST IN SHELF.
A,
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`E'
48" MH 48"
6" MIN.
5"MIN
24" MIN.
21" 1. D.
54" MH 54"
8" MIN.
5.5" MIN.
24" MIN.
24" I.Q.
60" MH 60"
8" MIN.
6" MIN.
42" MIN.
30" I.D.
NOTES:
1. STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2. STEPS ARE TO BE IN PLACE BEFORE MANHOLE SECTIONS ARE INSTALLED.
3. CASTING SHALL BE PER STD. PLAN 401.
4. MANHOLE SECTIONS TO BE OF REINFORCED PRECAST CONCRETE.
5. ALL JOINTS BETWEEN THE CONE, RISER RINGS, BRICKS AND CASTING SHALL BE GROUTED.
6. ADJUSTMENT OF THE CASTING TO GRADE SHALL BE ACCOMPLISHED WITH A COMBINATION OF
ADJUSTMENT RINGS, BRICKS AND MORTAR ONLY. BRICKS SHALL BE STAGGERED TO CREATE A RUNNING
BOND OR 1/2 BOND. THE USE OF SHIMS IS PROHIBITED.
7. SANITARY SEWER MANHOLES SHALL HAVE ALL INTERIOR SURFACES, INCLUDING CHANNELING,
COATED (SEALED) WITH A HIGH SOLIDS URETHANE COATING; WASSER MC-AROSHIELD OR
APPROVED EQUAL; COLOR OF COATING SHALL BE WHITE.
8. RUBBER GASKETED JOINTS SHALL BE IN CONFORMANCE WITH ASTM C-443.
9. CHANNEL HEIGHT SHALL BE A MINIMUM OF 3/4 OF THE INSIDE DIAMETER OF THE LARGEST PIPE.
10. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK ADAPTOR, KOR-N-SEAL BOOTS OR
APPROVED EQUAL.
11. IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF 6" AND A MAXIMUM OF 12"
ABOVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RINGS POURED AT GRADE.
IN PAVED AREAS, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
Y
JSTD. PLAN -- 400.1
t,®g PUBLIC WORKS STANDARD SANITARY MANHOLE
DEPARTMENT
SEPTEMBER 2011
BOLTHOLES - 3 PLCS
EQUALLY SPACED 120°
APART ON 23 1/16' (586mm)
DIA B,C (SEE DETAIL)
26 1/2' DIA
C673mml
_ 25 1/4' DIA
1641mml 1 1/16'
1/4' (6mm) DIA C27mml
NEOPRENE GASKET
6'
C152 mml
5/8' J _. 23 3/8' DIA CL OPEN
116mm7 C594mml
27 5/16' DIA
1694mml
34 1/8' DIA
COVER BOTTOM VIEW
(3) BLT SOC. (ALLEN HEAD)
5/8'-11 X 1,5 SS
RUBBER WASHER
EON BOLTING DETAIL
1/4-
1 1/16'
C6mm7 C27mml
C3mm3
CR3mml
GASKET GROOVE DETAIL
as,
MATCH SIDEWALK y=
WIDTH - 4' 0" MIN.
SEE CONTRACT PLANS
PEDESTRIAN CURB �F
SEE NOTE 10 CURB RAMP
J
PEDESTRIAN CURB MATCH SIDEWALK WIDTH - 4' U' MIN. -All .
SEE NOTE 10 SEE CONTRACT PLANS
LANDINGp�
LANDING
6- 0" MIN.318" EXPANSION JOINT - SEE
3" R. STANDARD PLAN F-0.10el
i
tet+
NOTES
1. This plan is to be used where pedestrian crossing in one direction is not
BUFFER
STRIP permitted.
2. Curb ramp location shall be placed within the width of the associated
crosswalk, or as shown in the Contract Plans.
3. Where "GRADE BREAK" is Called out, the entire length of the grade break
PEDESTRIAN CURB between the two adjacent surface planes shall be flush.
- SEE NOTE 10
4. Do not place gratings, junction boxes, access Covers or other appurtan-
ences in front of the curb ramp or on any part of the curb ramp or landing.
5. See the Contract Documents for the curb design specified.
I 51 - MIN. a,. See Standard Plan F-'10.'12 ibr Curb, Curb and Gutter, Depressed Curb
� and Gutter and Pedestrian u 3 details.
...
-' 6. See Standard Plan F-34.10 for Cement Concrete Sidewalk Details.
o 51 - 0" MIN. '' 3" R. o ery
See contract pians for width and placement of sidewalk.
0 SIDEWALK
Ram T "
SEE NOTE 6 41, 7. The bid item "Cement Concrete Curb
-
ll, J} �,. I p Type _ does not include the
adjacent Curb or (Curb and Gutter), Depressed Curb and Gutter, Pedestrian
U) DETECTABLE WARNING SURFACE BUFFER '< DETECTABLE WARNING SURFACE
D SEE STANDARD PLAN I~ -X16.10 STRIP D Curti or Sidewalk, or the pedestrian crossing closure sign.
�' SEE STANDARD PLAN I��,'10
CURB 8 GUTTER CURB S GUTTER 8. The curb ramp maximum running slope shall not require the ramp length to
SEE NOTE 5 SEE NOTE 5 exceed 15 fleet to avoid chasing the slope indefinitely when connecting
PEDESTRIAN CROSSING to steep grades. When applying the 15 foot maximum length, the running
�- CURB RAMP CLOSURE SIGN FACE OF CURB RAMP slope of the curb ramp shall be as flat as feasible.
FACE OF CURB
CURB PLAN VIEW PLAN VIEW 9. Curb ramps and landings shall receive broom finish.
TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION 8 ' Standard Sp•clflcatl+ana 8-14.
DETECTABLE WARNING SURFACE
15'_ 0" MAX _ -SEE STANDARD PLAN F-46.10
SEE NOTE
- GRADE BREAK
GRADE BREAK - GRADE BREAK COUNTER SLOPE
SIDEWALK 5.0% MAX.
SEE NOTE 6 8.3% MAX 2 0% MAX TOP OF
ROADWAY
'�- DEPRESSED CURB S GUTTER
CURB RAMP LANDING . SEE STANDARD PLAN F-10.13
SECTION A
"CEMENT CONCRETE CURB RAMP
err- �9\,.,1 ,.l, PAY LIMIT
RECESSED
LIFT POCKET
5i" a r.i n c nniir r rn
ISOMETRIC VIEW
TYPE SINGLE DIRECTION A
PAY LIMIT
-�- -- - 12 Y4»
14"
1 Y4. 3fq
1
11" -
12 Y4" -
14" -
CAST IRON RING
AND OR
XPANDABLE
OAM
ER TIGHT
G
:)ECIFIED
NOTES:
1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
i/11 STD. PLAN -- 403.1
*`+ PUBLIC WORKS 8 OR 6 INCH CLEAN-OUT
_ DEPARTMENT FOR SANITARY SEWER MAINS
"> SEPTEMBER 2011
1" RADIUS
CORNER
PEDESTRIAN CURB -
90" ANGLE -
RADIUS MAY
VARY
15'-9'MAX
GRADE BREAK SEE NOTE 8
SIDEWALK -
SEE NOTE 6
1 8.3% MAX.
CURB RAMP
GRADE
BREAK
2.0% ------------
MA%.
J..
�r' a
LANDING
SECTION B
"CEMENT CONCRETE C
TYPE SINGLE DIRECTION B
DETECTABLE WARNING
• • • • • SURFACE SEE
essws s
...... .:: STANDARD PLAN F-46.10
s.ssrss*.►•
DEPRESSED CURB AND
I GUTTER - SEE NOTE 5
10. Pedestrian Curb may be omitted if the ground surface at the rack of the
Curb Ramp and/or landing will be at the same elevation as the Curb Ramp
or Landing and there will be no material to retain.
16, - U' MAX LEGEND
SEE NOTE 8 GRADE BREAK SLOPE IN EITHER DIRECTION
SIDEWALK
% SEE NOTE 6
8.3_....0. MAX, I
CURB RAMP
ISOMETRIC VIEW
TYPE SINGLE DIRECTION B
PAY LIMIT
I -LI -F )CM ]CM )CM)C31 ]CM
=1 11=1 I I I I I=1 I I I I I=1 I I I I I=1 11=
X X FOUNDATION SIZE BY STRUCTURAL ENGINEER
NOTES
1. CONCRETE IS 4,000 PSI REINFORCED AS REQUIRED BY DESIGN.
2. TRENCH DRAIN GRATING AND COVERS SHALL BE;
DRAIN MFGRS. STANDARD, SLOTTED STEEL COVERS,
PERFORATED, 1/40 DW. PERFORATIONS MAXIMUM, DESIGNED TO SUIT
TRACTOR -TRAILER TRAFFIC LOADS.
3. CONCRETE FOUNDATION FOR TRENCH DRAIN SHALL BE PER STRUCTURAL
ENGINEERING DESIGN.
4. TRENCH DRAIN TO BE ZURN Z882-12 PERMATRENCH OR APPROVED EQUAL.
TRENCH DRAIN
SCALE: 1 "=1'-0"
ALL RIP RAP PADS SHALL BE (6'+PIPE DIAMETER) WIDE X S' (OR
4 X PIPE DIAMETER, WHICHEVER IS GREATER) LONG PAST PIPE
OUTLET + UP TO 1' OVER CROWN X 1' DEEP, USING THE
GRADATION SPECIFIED BELOW:
RIP RAP SHALL BE IN ACCORDANCE WITH VOLUME V. TABLE 4,4 ROCK PROTECTION AT OUTFALLS
IN THE 2005 DOE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON.
RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS:
PASSING 8 INCH SQUARE SIEVE 10076
PASSING 3 INCH SQUARE SIEVE 40-60X
PASSING 3/4 INCH SQUARE SIEVE 0-10X
RIP RAP SPECIFICATIONS
TR j,
04�O�
A �
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34363 4 '�►
j01VAL I'
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SINGLE DIRECTION
CURB RAMP
STANDARD PLAN F-0.16-02
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Pasco Bakodch It! 6/M13
STATE DEEM ENGINEER DATE
Alft
Washington Sial• r"wrftnont of Transportation
L0
C867mmJ NOTES:
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FRAME SECTION VIEW 1. ALL COVERS SHALL BE LOCKING LID PER
EAST
Z j►
JORDAN IRON WORKS INC. No. 3717C1 OR
EQUAL.
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2. USE FRAME AND COVER FOR STORM (SPECIFY
V) t U
Z U N
"DRAIN" ON COVER), SANITARY (SPECIFY
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"SEWER"), OR WATER (SPECIFY "WATER").
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STD. PLAN --
401
♦ ,& oft
PUBLIC WORKS
MANHOLE FRAME AND COVER
Q
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DEPARTMENT
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Lo
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Y Y Y
DECEMBER
2008
as,
MATCH SIDEWALK y=
WIDTH - 4' 0" MIN.
SEE CONTRACT PLANS
PEDESTRIAN CURB �F
SEE NOTE 10 CURB RAMP
J
PEDESTRIAN CURB MATCH SIDEWALK WIDTH - 4' U' MIN. -All .
SEE NOTE 10 SEE CONTRACT PLANS
LANDINGp�
LANDING
6- 0" MIN.318" EXPANSION JOINT - SEE
3" R. STANDARD PLAN F-0.10el
i
tet+
NOTES
1. This plan is to be used where pedestrian crossing in one direction is not
BUFFER
STRIP permitted.
2. Curb ramp location shall be placed within the width of the associated
crosswalk, or as shown in the Contract Plans.
3. Where "GRADE BREAK" is Called out, the entire length of the grade break
PEDESTRIAN CURB between the two adjacent surface planes shall be flush.
- SEE NOTE 10
4. Do not place gratings, junction boxes, access Covers or other appurtan-
ences in front of the curb ramp or on any part of the curb ramp or landing.
5. See the Contract Documents for the curb design specified.
I 51 - MIN. a,. See Standard Plan F-'10.'12 ibr Curb, Curb and Gutter, Depressed Curb
� and Gutter and Pedestrian u 3 details.
...
-' 6. See Standard Plan F-34.10 for Cement Concrete Sidewalk Details.
o 51 - 0" MIN. '' 3" R. o ery
See contract pians for width and placement of sidewalk.
0 SIDEWALK
Ram T "
SEE NOTE 6 41, 7. The bid item "Cement Concrete Curb
-
ll, J} �,. I p Type _ does not include the
adjacent Curb or (Curb and Gutter), Depressed Curb and Gutter, Pedestrian
U) DETECTABLE WARNING SURFACE BUFFER '< DETECTABLE WARNING SURFACE
D SEE STANDARD PLAN I~ -X16.10 STRIP D Curti or Sidewalk, or the pedestrian crossing closure sign.
�' SEE STANDARD PLAN I��,'10
CURB 8 GUTTER CURB S GUTTER 8. The curb ramp maximum running slope shall not require the ramp length to
SEE NOTE 5 SEE NOTE 5 exceed 15 fleet to avoid chasing the slope indefinitely when connecting
PEDESTRIAN CROSSING to steep grades. When applying the 15 foot maximum length, the running
�- CURB RAMP CLOSURE SIGN FACE OF CURB RAMP slope of the curb ramp shall be as flat as feasible.
FACE OF CURB
CURB PLAN VIEW PLAN VIEW 9. Curb ramps and landings shall receive broom finish.
TYPE SINGLE DIRECTION A TYPE SINGLE DIRECTION 8 ' Standard Sp•clflcatl+ana 8-14.
DETECTABLE WARNING SURFACE
15'_ 0" MAX _ -SEE STANDARD PLAN F-46.10
SEE NOTE
- GRADE BREAK
GRADE BREAK - GRADE BREAK COUNTER SLOPE
SIDEWALK 5.0% MAX.
SEE NOTE 6 8.3% MAX 2 0% MAX TOP OF
ROADWAY
'�- DEPRESSED CURB S GUTTER
CURB RAMP LANDING . SEE STANDARD PLAN F-10.13
SECTION A
"CEMENT CONCRETE CURB RAMP
err- �9\,.,1 ,.l, PAY LIMIT
RECESSED
LIFT POCKET
5i" a r.i n c nniir r rn
ISOMETRIC VIEW
TYPE SINGLE DIRECTION A
PAY LIMIT
-�- -- - 12 Y4»
14"
1 Y4. 3fq
1
11" -
12 Y4" -
14" -
CAST IRON RING
AND OR
XPANDABLE
OAM
ER TIGHT
G
:)ECIFIED
NOTES:
1. 8" AND 6" CLEANOUTS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
No. 3698 OR EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
2. IN UNIMPROVED AREAS, POUR A V-0" THICK, 2'-0" SQUARE
CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
i/11 STD. PLAN -- 403.1
*`+ PUBLIC WORKS 8 OR 6 INCH CLEAN-OUT
_ DEPARTMENT FOR SANITARY SEWER MAINS
"> SEPTEMBER 2011
1" RADIUS
CORNER
PEDESTRIAN CURB -
90" ANGLE -
RADIUS MAY
VARY
15'-9'MAX
GRADE BREAK SEE NOTE 8
SIDEWALK -
SEE NOTE 6
1 8.3% MAX.
CURB RAMP
GRADE
BREAK
2.0% ------------
MA%.
J..
�r' a
LANDING
SECTION B
"CEMENT CONCRETE C
TYPE SINGLE DIRECTION B
DETECTABLE WARNING
• • • • • SURFACE SEE
essws s
...... .:: STANDARD PLAN F-46.10
s.ssrss*.►•
DEPRESSED CURB AND
I GUTTER - SEE NOTE 5
10. Pedestrian Curb may be omitted if the ground surface at the rack of the
Curb Ramp and/or landing will be at the same elevation as the Curb Ramp
or Landing and there will be no material to retain.
16, - U' MAX LEGEND
SEE NOTE 8 GRADE BREAK SLOPE IN EITHER DIRECTION
SIDEWALK
% SEE NOTE 6
8.3_....0. MAX, I
CURB RAMP
ISOMETRIC VIEW
TYPE SINGLE DIRECTION B
PAY LIMIT
I -LI -F )CM ]CM )CM)C31 ]CM
=1 11=1 I I I I I=1 I I I I I=1 I I I I I=1 11=
X X FOUNDATION SIZE BY STRUCTURAL ENGINEER
NOTES
1. CONCRETE IS 4,000 PSI REINFORCED AS REQUIRED BY DESIGN.
2. TRENCH DRAIN GRATING AND COVERS SHALL BE;
DRAIN MFGRS. STANDARD, SLOTTED STEEL COVERS,
PERFORATED, 1/40 DW. PERFORATIONS MAXIMUM, DESIGNED TO SUIT
TRACTOR -TRAILER TRAFFIC LOADS.
3. CONCRETE FOUNDATION FOR TRENCH DRAIN SHALL BE PER STRUCTURAL
ENGINEERING DESIGN.
4. TRENCH DRAIN TO BE ZURN Z882-12 PERMATRENCH OR APPROVED EQUAL.
TRENCH DRAIN
SCALE: 1 "=1'-0"
ALL RIP RAP PADS SHALL BE (6'+PIPE DIAMETER) WIDE X S' (OR
4 X PIPE DIAMETER, WHICHEVER IS GREATER) LONG PAST PIPE
OUTLET + UP TO 1' OVER CROWN X 1' DEEP, USING THE
GRADATION SPECIFIED BELOW:
RIP RAP SHALL BE IN ACCORDANCE WITH VOLUME V. TABLE 4,4 ROCK PROTECTION AT OUTFALLS
IN THE 2005 DOE STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON.
RIP RAP TO BE REASONABLY WELL GRADED WITH ROCK GRADATION AS FOLLOWS:
PASSING 8 INCH SQUARE SIEVE 10076
PASSING 3 INCH SQUARE SIEVE 40-60X
PASSING 3/4 INCH SQUARE SIEVE 0-10X
RIP RAP SPECIFICATIONS
TR j,
04�O�
A �
Ru
34363 4 '�►
j01VAL I'
" K
SINGLE DIRECTION
CURB RAMP
STANDARD PLAN F-0.16-02
SHEET 1 OF 1 SHEET
APPROVED FOR PUBLICATION
Pasco Bakodch It! 6/M13
STATE DEEM ENGINEER DATE
Alft
Washington Sial• r"wrftnont of Transportation
L0
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ENGINEERS RECOMMENDATIONS.
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