HomeMy WebLinkAbout24th St. & Alley between Kuhn & Haines Sewerline ExtensionG
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EXISTIM6 PAVEMENr -
HA IMES STREE r _
PARKING SHOt/LDER.
20' r
g' rt IN/Min
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G9" OF COMPACT-4-0,
610? lVEL, 3" rap
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WATER sinmeE By CITY OF PORT
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CITY L!4E PRINT 131937
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I MANHOLE
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20'
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3 '7 /; Co vE R /N 441 ,FY
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F14 PrOM Z' M /N.
COVER IAI E45EMEAlT
1, IS'rIN
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I I 99 L. F. 8" O' PVC i %z
1• 1
1 1
MSTAL L NEW
I A lv/IOt E
RESTORE ASPNAL r
PAV /N 6
IN 5 /DE VIEW
NEW yg" PRE- CAST
I N.AwNo4E (SEE OLrA/L)
MANHOLE RING GRADE RINGS
AND COVER l'-POLYPROPYLENE HANDHOLDS
AND STEPS (12' SPACING TYP)
PRECAST
ECCENTRIC
o CONE
1 A
CONSTRUCT IN FIELD
CHANNEL AND SHELF TO
THE CROWN OF THE PIPE
SLOPE- %4 " /FT OR 2Z
TYP)
PRECAST BASE &
INTEGRAL RISER
1 6' BEDDING
NOTES:
1. PRECAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C478. JOINTS
SHALL BE RUBBER GASKL-TED CONFORMING TO ASTM C443 AND SHALL BE
GROUTED FROM THE INSIDE. LIFT HOLES SHALL BE GROUTED FROM THE
OUTSIDE AND INSIDE OF THE MANHOLE.
2. STEPS IN MANHOLE SHALL HAVE 6" MINIMUM CLEARANCE. HANDHOLDS IN
ADJUSTMENT SECTION SHALL HAVE 3" M /N11,4UM CLEARANCE THE FIRST STEP
OR HANDHOLD SHALL BE A MAXIMUM OF 12" FROM THE TOP OF THE COVER.
J. PRECAST BASES SHALL BE FURNISHED W!TH CUTOUTS OR KNOCKOUTS
KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM.
4. CONNECTION TO MANHOLE SHALL BE MADE BY KOR -N -SEAL BOOT, SAND
COLLAR OR A -LOCK.
5. A SEWER GUARD SHALL BE INSTALLED IN ANY MANHOLE SUBJECT TO FLOODING.
3' x 3' x 4"
CL/RSS 3000
CONCRETE PAD
10' 8 314'
OUTSIDE PAVEDPAVED AREA
COMPRESSION PLUG -
c INV. ELEV. (OUT) = Y87. 1/0'
a ,? INV. ELEV. (IN)
5/oe VIEWtiNB7GS'
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SGAL -E-
wed.
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SIDE SEWERS ARE
a
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OWNER M AINTALNED
SIMON
m
Flow Line to be 3
Q
4 •s• above existing sewer
5;
NV. ELEV, INV. ELEV.
wflo line.
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cc
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M v. ELEV. f86.3'
NV. ELEV.
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INV. EL EV.
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5_
4 "0 SAM SEWER
SS stor8 40%
5S
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I MANHOLE
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20'
3
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3 '7 /; Co vE R /N 441 ,FY
S'
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F14 PrOM Z' M /N.
COVER IAI E45EMEAlT
1, IS'rIN
I
I I 99 L. F. 8" O' PVC i %z
1• 1
1 1
MSTAL L NEW
I A lv/IOt E
RESTORE ASPNAL r
PAV /N 6
IN 5 /DE VIEW
NEW yg" PRE- CAST
I N.AwNo4E (SEE OLrA/L)
MANHOLE RING GRADE RINGS
AND COVER l'-POLYPROPYLENE HANDHOLDS
AND STEPS (12' SPACING TYP)
PRECAST
ECCENTRIC
o CONE
1 A
CONSTRUCT IN FIELD
CHANNEL AND SHELF TO
THE CROWN OF THE PIPE
SLOPE- %4 " /FT OR 2Z
TYP)
PRECAST BASE &
INTEGRAL RISER
1 6' BEDDING
NOTES:
1. PRECAST MANHOLES SHALL MEET THE REQUIREMENTS OF ASTM C478. JOINTS
SHALL BE RUBBER GASKL-TED CONFORMING TO ASTM C443 AND SHALL BE
GROUTED FROM THE INSIDE. LIFT HOLES SHALL BE GROUTED FROM THE
OUTSIDE AND INSIDE OF THE MANHOLE.
2. STEPS IN MANHOLE SHALL HAVE 6" MINIMUM CLEARANCE. HANDHOLDS IN
ADJUSTMENT SECTION SHALL HAVE 3" M /N11,4UM CLEARANCE THE FIRST STEP
OR HANDHOLD SHALL BE A MAXIMUM OF 12" FROM THE TOP OF THE COVER.
J. PRECAST BASES SHALL BE FURNISHED W!TH CUTOUTS OR KNOCKOUTS
KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM.
4. CONNECTION TO MANHOLE SHALL BE MADE BY KOR -N -SEAL BOOT, SAND
COLLAR OR A -LOCK.
5. A SEWER GUARD SHALL BE INSTALLED IN ANY MANHOLE SUBJECT TO FLOODING.
3' x 3' x 4"
CL/RSS 3000
CONCRETE PAD
10' 8 314'
OUTSIDE PAVEDPAVED AREA
COMPRESSION PLUG -
c INV. ELEV. (OUT) = Y87. 1/0'
a ,? INV. ELEV. (IN)
5/oe VIEWtiNB7GS'
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No SGAL -E-
wed.
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SIMON
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New 8" PVC San. Sew.
SIMON
Slop 1 " /tt. Flow Line to be 3
4 •s• above existing sewer
5;
wflo line.
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Compact nctive material
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under Base SIaL.
ELEVATION
3
New 8" PVC cnitcr; sewer ASTM 0 3034,
FlexIbis tAcnhole Adapter.
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PROFILE
HORIZONTAL SCALE P', 10,
VERT/6'AL SCALE /'r L'
SEAL WMI
SILICONE OR
APPROVED
EQUAL SEALER
NOTE:
ALL SEWER PIPE SHALL DE
ASTM 3034 SDR 35.
6' -45' ELBOW
6" PIPE
6' -4S ELBOW
e"x 6" ECCENTRIC
REDUCER
8' PIPE
TRENCH
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6'
RECESSED HANDLE
TYPE COVER
INLAND F-OUNDRY
1248 VALVE BOX
SURFACING
i FINISHED GRADE
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BEDDING AS REQUIRED
CLEAN --OUT DETAIL
NOT TO. SCALE
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CALL DAYS
1
BEFORE
YOU DIG
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100-424.5555
V)CIMITY MAP
3- A GPNAL.-TIG CONC- .
PA`Ir,,ME WT I CLA,35 "G•.
c " r.'1 I N GaAVF l c3ASt
3• GRUSHE- D `3U /ZFAGINC WSDOT
CA/IPACTED gr(7cJ . rc7MPAGT 'O
To 95 '/a REL ti ?I/> 5% REl..'rlV>= ENS!?Y.
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PAC-1-E,00 -1-E,00 To 950/* 1/
F PROCTORMo11
IN am L..IFI °S / + t
IN AL I- ARE.S
RE.PU I R I NCB
3" 5P-WER L_IWEI MAIN
PER PL-ANS
C.L.E1'.N SANS oGZ '/s MA`C
M I N L75 PIPE- BEDDING
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Existing 8 San. Sew. co
CP
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Remove existing pipe and
rechannel within manhole,
0- Compacted backfiil around manhole.
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INTERSECTING CHANNEL DETAIL
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New 8" PVC San. Sew.
SIMON
Slop 1 " /tt. Flow Line to be 3
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CAST IN LACE DASE lii/ Compact nctive material
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under Base SIaL.
ELEVATION
3
New 8" PVC cnitcr; sewer ASTM 0 3034,
FlexIbis tAcnhole Adapter.
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New 48" Dic. Preccst Menhole.
surfaces shell recieve a smooth
hard trowel surface.
Existing 8 San. Sew. co
CP
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rechannel within manhole,
0- Compacted backfiil around manhole.
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INTERSECTING CHANNEL DETAIL
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CITY BLUE PRINT 161491
SANITARY SEWER)
SECTION A-A
NO -SZ-41 E
GENERAL NOTES:
1. All work in City right of way requires a permit from the City of Port
Townsend. Prior to any work commencing, the Contractor shall arrange
for a preconstruction meeting with the City's Department of Public
Works.,
2. All material and workmanship shall conform to the "Standard
Specifications for Poad, Bridge and Municipal Construction" (hereinafter
referred to as she Standard Specifications) Washington-State Department
of-Transportation and American Public Works Association, Washington
State Chapter, 1994 Edition unless superseded or amended by the City of
Port Townsend.
3. A copy of these approved plans and applicable specifications and details
shall be on site during construction.
4. Any revisions made to these plans must be reviewed and approved by the
Developer's Engineer and ,'.--.he City Engineer prior to any implementation
in the field.
5. The Contractor shall have all utilities verified on the ground prior to
any construction. Call (I1 -800-424-5555) at least 48 hours in advance.
The Developer and his EngiLneer shall be contacted immediately if a
conflict exists.
6. Locations of existing utilities are approximate. It shall be the
Contractor's responsibility to determine the true elevations and
locations of all utilities.
7. The Contractor shall install, replace or relocate all signs shown on the
pans or as affected by construction. All signage shall conform to MUTCD
standards.
8. All horizontal and vertical alignment layout for utilities, curb,
gutter, sidewalks, road grade and all other work shall be performed by a
Washington State Licensed Land Surveyor or Engineer.
9. During construction, all public streets adjacent to this project shall
be kept clean of all material deposits resulting form on-site
construction. All existimg structures shall be protected.
10. The Contractor shall maintain a set of drawings upon which he shall
record the horizontal and vertical location of the as-constructed
improvements and the actual location of existing utilities encountered.
11. The Developer shall be responsible for furnishing a set of reproducible
as-built drawings prior to project acceptance.
12. The contractor alone shall. be responsible for worker safety and the
City, Developer and Engineer assume no responsibility. All trench
safety systems shall meet the requirements of the Washington Industrial
Safety and Health Act, Chapter 49.17 RCW.
SECTION 13-13
NO StAt E
13. The City may require that compaction and other tests be performed by an
independent testing laboratory. If required, the Developer shall be
responsible for all testing costs.
14. The Contractor shall be responsible for all traffic control in
accordance with MUTCD prior to disruption of any traffic. Traffic
control plans shall be prepared and submitted to the City for approval;
no work shall commence until all approved traffic control is in place.
SANITARY SEWER NOTES:
1. All sewer pipe shall be from the following list of materials unless
otherwise noted. Only one type of material shall be utilized between
structures unless shown otherwise on the approved plans.
A. PVC conforming•to ASTM D-3034, SDR 35; or ASTM F789.
B. Ductile Iron Pipe, class 50, unless noted otherwise.
2. Trenching, bedding and backfill shall be in accordance with City of Port
Townsend standards.
3. All PVC pipe entering or leaving a concrete structure shall have a
rubber sealing gasket as supplied by the pipe manufacturer firmly sealed
perpendicular to the pipe axis, around the pipe exterior and cast into
the concrete structure.
4. Sanitary sewer manhole ring and cover shall conform to WSDOT Standard
Plan B-25, Type I, Standard. Covers shall be marked "SEWER" with 2-inch
raised letters. Minimum weight of the cover shall be 150 pounds.
5. All pipe and services shall be installed with continuous tracer tape
installed 12" to 18" under the final ground surface. The marker shall
be plastic non-biodegradable, metal core or backing marked "SANITARY
SEWER" that can be detected by a standard metal detector. Tape shall be
Terra Tape D or approved equal.
6. Sanitary sewers shall be cleaned and tested conforming to requirements
of WSDOT Specification 7-17.3(4). A representative of the City of Port
Townsend must be present during the test.
6NOV4 DER PARKING
HAWES s-rkrr r
COMPACTED
GRAVEL, 3 TOP
COURSE
3,
M A X
1. '1111 A ASPHALTjf`Xl5r1A1d
life",
RE 110 V6 vecr E rA T/OA/
SECTION C-C
VARIES 274OX26' CEDAR IMRKER
P1%1NT EXPOSED PORTION OF
MARKER AND LABEL 0S.S.
STUB'. ALSO IND=TF DEPTH
TO SERVICE TO NEAREST FOOT
RNISHED icy
GRADE
VOW%/
6"X6 -X3 /B" STE!-T 12 GAUGE GALV WIRE PER8
1LOCATORPLATEWSDOTIAPI:A :7 - 16.3(5)
Z ADJACENT TO MARKER
o
1.00X MIN. SLOPE
6' PVC E4UG END,
Typ.
45* PVC
90W
NOTE: ROTATE' THE 45' ELBOW TO
vie vle ACHIEVE THE PROPER AA/Glr- TO Dr-u
PVC WYE THE PROPERTY LINE WITH 5' OF COVER,
THE MINIMUM ALLOWABLE SLOPE IS 2Z.
TYPICAL GRAVITY SEWER LA TERAL
SECTION A —A-
NO SCALE
45* MAX.
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