HomeMy WebLinkAboutS-4115047 1
MANHOLE FRAME AND
SEE STD. PLAN, 401
ADJUSTMENT RINGS AND MORTAR JOINT°
SEE NOTE 5
CONE ('ECCENTRIC)
RUBBER GASKETEn JOINTS IN
ACCORDANCE VVITHI ASTM C-443
STEPS - POLYPROPYLENE
SHALL BE INCLUDED
CONCRL'TE kISER RY PIPE INC-,
OR APPROVED EJUAL-
LADDER-`10L1•PROP ILENE
SHALL 6E ATTACHED 10 MANHOLE
MAX. PIPE SIZE - 'E'
CONCRETE SHELF
PRECAST BASE SECTION
OR CAST IN SHELF
.A.
.8-
V
.D.
.E.
48" MH
48
6" MIN.
5"MIN
24" MIN,
21" I.D.
54 MH
` 4
8" MIN,
5 5" MIN.
24" MIN.
24" I,D-
n.Q" MN
i?u"
8"tlhJ.
6" MIN.
4.2" MIN,
30" I,D,
(yr7�
i
STEPS TO BE POLYPROPYLENE SAFETY STEPS.
2.
STEPS ARE TO BE IN PLACE BEFORE MANHCII.E SECTIONS ARE INSTALLED.
3.
CASTING SHALL BE PER STD PLAN 401-
4.
MANHOLE SECTIONS TO BE 17F REINFORCED PRECAST CONCRETE.
5.
ADJUSTMENT OF THE CASTING TD GRADE SHALL BE PER STD PLAN 105. THE USE Of SHiM5 IS PROHIBITEC+
6.
.SANITARY SEWER MANHOLES 5HALL HAVE Al L INTERIOR 51JRFACE3. INCLUDING i,HANNEUNG,
(li
COATED (SEALFtT) WITH A HIGH SOLIDS JFETHANE COATING. WA55ER MC-SHIELpCDA7 100 OR
`L
APPROVED EQLIAL; COLOR OF COATING SHALL. BE WHI'rF
0
7
RUBBEN GA5KETECI JOINTS SHALL BE IN CONFORMANCE )PITH ASTM C-443
B.
CHANNEL HEIGHT SHALL 9E A MINIMUM OF S/4 OF THE IN5:DF DIAMETER OF THE LARGEST PIPE,
-OR.
9,
CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK .ADAPT KOR-N-SEAL BOOTS OR
(n
APPROVED EQUAL
u i
10.
IN UNIMPROVED AREAS, MANHOLES SHALL EXTEND A MINIMUM OF E" AND A MAXIMUM OF If"
ABQVE FINISHED GRADE OR MUST HAVE A MINIMUM 2' DIAMETER CONCRETE RING POUFEDI AT .;RARE
IN FAVED AREAS, CVVER MUST SLOPE IN ALL DIRDYTICNS TO IAATCH PAVING.
11
MANHOLE..� �•:-=P 20' DEEP SHAL_ BC A MINIMUM OF 55" IN 01AMEYE'R
� J
0 STD. PLAN - 400"1
PUBLIC WORKS STANDARD SANITARY MANHOLE PRD 9/1112019 I
PUBLIC WORKS
DEPARTMENT GAZ "''�I �� DEPARTMENT
DATE
v /
\J )
\�IOr
V
w
w
117
OR 6" HEIGHT
TWO A3 BAR HOOPS FOR 17 HEIGHT
RECTANGULAR ADJUSTMENT SECTION
#3 BAR EACH CORNEF
#3 BAR EACH SIDE
#3 BAR EACH .....
PRECAST BASE SECTION
#3 BAR EACH CORNER
18' MIN
iW BAR HOOP
PIPE ALLOWANCES
MAXIMUM
PIPE MATERIAL
INSIDE
DIAMETER
REINFORCED OR
12
PLAIN CONCRETE
ALL METAL PIPE
Ir
CPSSP*
12"
(STD. SPEC. O-O&M)
SOLID WALL PVC
Is,
(STD. SPEC 9415.12(1))
PROFILE WALL PVC
15°
(STD. SPEC. 9-05.12(2))
NOTES
1. As acceptable a9ematives to the rsbar shown in the PRECAST BASE
SECTION, fibers (placed according to the Standard Specificabons), or
Wire mesh having a minimum area of 0.12 square inches per foot shall
be used with the minimum required Mbar shown in the ALTERNATIVE
PRECAST BASE SECTION. Wire mesh shall not be placed in the
knockouts.
2. The knockout diameter shall not be greater than 20". Knockouts shall
have a wall thickness of 2" minimum to 2.5" maximum. Provide a 1.5"
minimum gap between the knockout wall and the outside of the pipe.
After the pipe is installed, fill the gap with joint mortar in accordance
with Standard Specification 9-04.3.
3. The maximum depth from the finished grade to the lowest pipe invert
shall be 5'.
4. The frame and grate must be installed with the flange down.
5. The Precast Base Section may have a rounded floor, and the walls may
be sloped at a rate of 1:24 or steeper.
6. The opening shall be measured at the top of the precast base section.
7. All pickup holes shall be grouted full after the basin has been placed.
8. All grade rings and casfings shall be set in mortar in acmrdance wfth
Standard Specification 9-04.3.
SEE NOTE 1
ALTERNATIVE PRECAST BASE SECTION
Y
* PUBLIC WORKS CATCH BASIN TYPE 1
STD. PLAN - 200.00
Z DEPARTMENT
tp MARCH 2O08
Western Washington Division
165 NE Juniper Street, Suite 201 ■ IssaQuah, WA 98027 • Phone: (425) 392-0250
Eastern Washington Division
407 Swiftwater Blvd. • Cle Elum, WA 98922 • Phone: (509) 674-7433
BOLTHOLE _
EQUALLY :F,4-k 1
APAPT ON
RENT
SEWER
COVER & FRAME
PLAN VIEW
25' DIA
j Er;35mlc]
3/4'
E.I4�+, ,
r•,r•i] E1+41•li�]
COVER SECTION VIEW
1
E573mP1]
25 J /4' D!A
�114• [6z„•I;, DIA E27r9r•I]
r•IEC,PR.ENE GASKET
L
5/8, _+ B' DIA CL OPEN
I:I6Mm] C5�4rImI
E7 5!1E DP%
EG94mml
34 11�' DIA_
COVER BOTTOM VIEW
BOLTING DETAIL
1/4
r6mm'
�1 I
ve•
i iriril ,
II
GASKET GROOVE DETAIL
RECESSED Not to Scale
LIFT POCKET FRAME
oO 3/4" LETTERING "SEWER" 1 -0, DIAMETER
SEWER (2) BOLT SOC. (ALLEN HEAD) - IJ
n 5/8" - 11 X 1.5 STAINLESS
oIIL��� STEEL
REF. PART #00981 T 77
8" CLASS "B" SAND OR
10- 1/2" 5/8„ ASPHALT EXPANDABLE
12-1 2
1/4
LI
2-1/4„
BOLT DETAIL
45' (1 /8) BEND
4v
V
} SEND
FOAM
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
NOTES;
1. 8„ AND 6" CLEAN -OUT RINGS AND COVERS ON SEWER MAINS SHALL BE EAST JORDAN IRON WORKS, INC.
NOTES: No. 3695 (PRODUCT NO. 00369803) OR APPROVED EQUAL. CLEAN OUT SHALL BE A WATER TIGHT ASSEMBLY.
FRAME SECTION VIEW I. ALL- COVERS SHALL HE LOCKING LID FER -AST 2. IN UNIMPROVED AREAS, POUR A S„ THICK. 2'-D" SQUARE
JORDAN IRON WORKS INC. NO 3117C1 OR ECILIAL CONCRETE, CLASS 3000, PAD AROUND THE RING AND COVER.
2 USE FRAME AND COVER FOR STORM (SPEL'IF-
"DRAIN" ON COVER), SANITARY {SPECIFY
SEWER"}. rR WATEF `PECIFY "WAT--'
STD. PLAN - 401
PPR&D UR PUBLIC WORKS
MANHOLE FRAME AND COVER GAZ 9/11/2019 1 DEPARTMENT
nA rr
CATCH BASIN FRAME AND VANED
GRATE PER STD. PLAN 204.00
RECTANGULAR OR CIRCULAR ADJUSTMENT
SECTION (TWO SECTIONS MAX.)
- MORTAR, (TYP.). SEE NOTE 5
4'MIN
28" MAX
16, MAX.
FLAT SLAB TOP
48', 54'. CO. 72", 84'.
96". 120- OR 144'
SEE NOTE 6, TYP
15' MAX
FOR
MAINTENANCE -
STEPS OR
LADDER �•
L -
`-
12' (TYP 1
I24"o
,
t'MIN.
'O'RING �.
2.5' MAX.
REINFORCING STEEL. (TVP. )
IN
• MIN
12" MAX
1T +
GRAVEL BACKFILL FOR PIPE ZONE
12'
BEDDING PER WSDOT STD.
SPECIFICATION SECTION 9.03. 120)
6'
8'
SEPARATE BASE
INTEGRAL BASE
PRECAST
PRECAST WITH RISER
NOTES:
1 NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS.
THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE
SLOPED TO FACILITATE CLEANING.
. THE RECTANGULAR FRAME AND GRATE MUST BE
INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE
CAST INTO THE ADJUSTMENT SECTION.
4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2'
MINIMUM TO 2.F MAXIMUM PROVIDE A 1.6• MINIMUM GAP
BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE
PIPE AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH
JOINT MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04 3
5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET
IN MORTAR IN ACCORDANCE WITH STANDARD
SPECIFICATION 9-04.3.
WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE
CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE
ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO
AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF
THE SAME MATERIAL AS THE CONNECTING PIPE
7 MORTAR SHALL BE MIXED AND APPLIED PER
MANUFACTURER'S DIRECTIONS
S. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY
TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS
DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT
LENGTH
9 ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND
REMAIN VISIBLE UPON COMPLETION
PUBLIC WORKS
DEPARTMENT
(D
CATCH BASIN DIMENSIONS
CATCH BASIN
DIAMETER
MIN. WALL
THICKNESS
MIN. BASE
THICKNESS
MAXIMUM
KNOCKOUT SIZE
MINIMUM
DISTANCE
BETWEEN
KNOCKOUTS
48'
4'
6"
36"
8`
54"
4.5"
8"
42"
8"
sw
5'
8`
48"
e"
7r
6'
a"
60"
12,
1.e'
IF
72'
1r
96"
8'
12"
84"
12'
120"
1(r
tr
1.
12'
144'
12"
1r
108'
1r
PIPE ALLOWANCES
CATCH BASIN
PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER
DIAMETER
CONCRETE
ALL METAL
CPSSP'
SOLID WALL
PVC T
PROFILE WALL
PVC I
49"
24"
30"
24'
30,
30'
1.
1.
36'
Xr
36'
36"
60"
39"
42'
39
42'
42"
72
42"
54"
42'
48'
48.
84'
54,
s0'
94'
48'
48"
96"
50"
7r
e0•
48'
48"
120"
1.
84-
6O'
48'
48"
144'
78"
98'
6T
CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC, 9-D5.20)
'STD. SPEC, 9-05.12(1)
ISM. SPEC. 946AW)
CATCH BASIN TYPE 2
UNLESS OTHERWISE NCMD, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 201.00
°GAZ 9/28/2018 I
"w, •"4m,,,.,,,", DATE
:4s
8" OR 6" CLEANOUT
FOR SANITARY SEWER MAIN
ISOMETRIC
W (SEE NOTE 7) LIMITS OF PIPE ZONE
1 011
�.
BEDDING MATERIAL. FOR
.•
-
f
SANITARY SEWER PIPE
%
O.D. OF PIPE
(SEE NOTE 5)
/
FOUNDATION LEVEL
/X
BEDDING FOR SANITARY SEWER PIPE
NQTES
I. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3- COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY
OVER PIPE- HAND TAMP ONLY-
4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE
STANDARD SPECIFICATIONS.
5, PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3)'
OF THE STANDARD SPECIFECATIONS OR PEA GRAVEL.
6- PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW
LINE IS MAINTAINED.
7- TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE
STANDARD SPECIFICATIONS.
I u. r-Lx tit - •FVJ.L
�
GAZ 9/11/2019 1 PUBLIC WORKSDEPARTMENT
DATE
I
�OLT-DOWN SLOT, I 1r1'
EE DETAIL AND
IOTE 1
y4• j�
1 1I/4'
I 61a'
rl
BOLT•DOWN SLOT DETAIL
SEE NOTE 1
LETTERING
20' I
5.
24'
5'
7 OR 8 EQUAL SPACES
5'
IT
DIRECTION OF FLOW
I 3'
1518- MAX -J
SECTION A
SECTION B
NOTES:
1, BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND
COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN
THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS. THE FRAME SHALL ACCEPT THE 6fB'-11 NC x 2' ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED
MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY
MANUFACTURER.
2. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
REQUIREMENTS
3, FOR FRAME DETAILS, SEE STANDARD PLAN 204 00
UNLESS ORIERWISE NOTED, DRAWING IS NOT TO SCALE (NTS)
STD. PLAN - 204.20
,•,�. PUBLIC WORKS
RECTANGULAR VANED GRATE
R
GAZ 9/28/2018 I
ate DEPARTMENT
DATE
01
3 REVISIONS PER CITY COMMENTS DATED 612312021
2 REVISIONS PER CITY COMMENTS DATED 410712021
38375
GISTEg 1 REVISIONS PER CITY COMMENTS DATED 112512020
SIONAL
n-7 /n1 N0. REVISION
SURVEYED:
SDM
DESIGNED:
NEM
CP
0710112021
CP
0410812021
DRAWN: TLK
PMD
1111212020
CHECKED:
EDM
BY
DATE
AP P R
APPROVED:
CJA
:4!
�A
PIPE BEDDING
FOR SANITARY SEWERS
/I
oI
77-FLOW
_N
�
51
OUTFACE
TO STRF�41
DUMP
NO POLLUTANTS
TOP
49
/\
ICESSED LETTERING
vi
ISOMETRIC
STD. PLAN - 405
REM:
GAZ 9/11/2019 1
u.,.,,..... RATE
I
I
1rr
BOLT -DOWN SLOT.
SEE DETAIL AND y4.
= TE ,
I 1 114'
I
I 518'
I
BOLT -GOWN SLOT DETAIL
SEE NOTE 1
1'
5'
5"--
20' I
s"
1
5"
SECTION B
NOTES:
1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES. AND
COVERS. UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN
THE FRAME THAT ARE VERTICALLY ALIGNED WITH THE GRATE OR
COVER SLOTS. THE FRAME SHALL ACCEPT THE 51W.11 NC x 2" ALLEN
HEAD CAP SCREW BY BEING TAPPED, OR OTHER APPROVED
MECHANISM LOCATION OF BOLT -DOWN HOLES VARIES BY
MANUFACTURER.
2- REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL
REQUIREMENTS.
3. USE ONLY IN SAGS ON VERTICAL CURVES.
4 FOR FRAME DETAILS, SEE STANDARD PLAN 2D4.OD.
UNLESS OTNE RWISE NOTED, DRAWING IS NOT TO SCALE IN r51
STD. PLAN - 204.30
PUBLIC WORKS
RECTANGULAR BI-DIRECTIONAL
°R D
.�
�" DEPARTMENT
VANED GRATE
GAZ 9/28/2018
-
DATE
SCALE:
111=30'
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
DATUM M
4
Know what's below.
Call before you dig.
0 CITY OF
RENTON
Planning/Building/Public Works Dept.
; i, LX' SEWER MAIN
i i i l PROPERTY LINE
!� SPOOL i i mi I I
(LENGTH AS NEEDEO] I 1 3'-D' MIN.-{
6" SEWER STUB I I FUTURE 4" SIDE SEWER
/ nE----------3
r / 2"14 4" STUD MARKING POST PAINTED
I I 16" CAP WHITE WITH THE WORD -SEWER" STENCILED
V5EWER MAIN TEE x fi" TEE i i i j to 3" HIGit BLACK LETTERS AND jib W RE
SIDEWALK i ' x WRAPPED AROUND THE STUD AND
I I I I i a ExTENDED TO THE TOP OF THE STUD.
COUPLING (ll'P.] L__--_-_--J : a�
6"k8"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
I r APPROVED EQUAL, SPECIFY "SEWER" ON UD),
• c�5 CLEANOUT TO 6E CENTERED IN A 2'x2' CONCRETE PAD,
I Lti CONCRETE PAD TO BE 19" IN DEPTH.
-- ------ -----
BEND AS 1 g"
EXISTING SANITARY REQUIRED
�SEWM MAIN �2-0% MIN. SLOPE '13
` FUTURE 4" SIDE SEWER
6" SEWER STUB�6"x6"xS" WYE FUTURE 6% 4" REDUCER
SEWER MAIN 512E X 6" TEE
ACCEPTARLE PROCEOLJRES FOR SIDE SEWER CONNEC?ILWS TO EXISTING SEWER MAIN
A. VITRIFIED CLAY MAIN -- CUT IN A NEW PVC "TEE" USING "STRONG -BACK- Fi.EXIELE COUPLINGS (FERNCO OR APPROVED EQUAL).
B. CONCRETE MAIN - CUT IN A NEW PVC "TEE' USING "STRONG -BACK" FLEX11LE COUPLINGS (FERNCO OR APPROVED EQUAL).
C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
�01R APPROVED EQUAL).
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A RDMAC SADDLE (OR APPROVED EQUAL)
E. LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP. ETC.): CUT IN A NEW PVC "TEE, USING
STRONG -BACK" FLEXIBLE COUPUNGS (FERNCO OR APPROVED EQUAL).
F. HDPE - CORE -DRILLED NTH A ROMAC SADDLE. "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER.
G, MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED.
i
dJ�
3000 WsEwrR
JE•'w' G
CONBLO'L`S -:HORIZONTAL
$" MISEWER MAIN
MAN
CONCRETE BLOCKING ANGLE
QF TEE AT MAIN BETWEEN 25' AND 45' TYPICAL SIDE SEWER
NOTE: UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY LINE OR 3-5'
LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
SIDE SEWER STUB STD. PLAN-406.1
PUBLIC WORKS PPR n:
� ❑EPARTMENT INSTALLATION GAZ 9/11/2019
(SEWER MAIN TO PROPERTY LINE) w µl DATE
LETTERING
BOLT HOLES - 3 PLACES
EQUALLY SPACED 120' APART ON
23 1/16' OIA. B.0
V DIA. PICKHOLE
PLAN YIESS •,- _. •.•IING
25 DU. 1.
-L_1_ j
y4"
z 112'
[_8
3/4"
(TYP.)
(31 SILT SOC. (ALLEN HEAD I
WS"-11 x 1.5 SS RUBBER
WASHER
EON BOLTING DETAIL
261fr DIA
25 1/4' DIA.
174' DIA. NEOPRENE GASKET 1/4' 1 U18"
16'
8 1/e"
R118'
7
23 3fW DIA CL OPEN
GASKET GROOVE DETAIL
27 W16' DIA.
34 1f8' DIA
FRAME SECTION VIEW
NOTES:
1 ALL COVERS SHALL BE LOCKING LID PER Ei No. 3717C1
OR APPROVED EQUAL
UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NT51
Bs STD. PLAN - 204.SO
PUBLIC WORKS STORM ROUND FRAME AND COVER P►Z 9/28/2018 1
VDEPARTMENT
OATE
cr
0-
NOTE:
CITY ONLYOBERENTON USED ONOGO THOSEALL R - 411512
LIDS WITHIN CITY OF RENTON
RIGHT-OF-WAY S- 411504
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Q
DEVELOPMENT ENGINEERING A01%k FAnn
WATER UTILITY "� �
Brianne Bannwarth 07/01/2021 ler 07/02/2021
O
Z
DATE: L�
SKYHORSE SHORT PLAT 1111212020 cry
PR 17- 000438 FIELDBOOK:
PAGE: O
DRAWING NO:
CONSTRUCTION DETAILS 1460 3 �'
SHEEP: GF
14 :19