HomeMy WebLinkAboutTED4002170.251
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FLUSH WITH
FINISH GRADE
(TYPICAL)
FOGTITE NO. 1D METER BOX WITH LOCK TOP OR EQUAL.
FOR 3/4" - I DCVA USE F❑GTITE NO, 2 SL
METER BOX WITH SLIDE LOCK TOP FOR 2-3"
DCVA USE UTILITY VAULT CO. 25-TA OR EQUAL.
IAR RIVER
PARK
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VICINITY MAP:
IN UNIMPROVED RIGHT-OF-WAY
CAUTION VALVE BOX SHOULD NOT REST ON PIPE. INSTALL METER BOX AT
LATER COMPACTION IN AREA OF VALVE BOX COULD ^ PROPERTY LINE.
CAUSE THE BREAKAGE OF THE SERVICE. w L
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CAST IRON OR 2' BRASS NIPPLE
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DUCTILE IRON (MIPT x MIPT)
4' TO 10' MAINS iy K
WATERMAIN,
,.
REQUIRE 3' MIN, COVER, 10 11 12 a a
— ;
W
12' AND LARGER MAINS a I a
CONCRETE BLOCKS
REQUIRE 4' MIN COVER _
FOR SERVICE FROM EXISTING
•
WATERMAINS INSTALL 2' FORD
10' MIN,
_ -
F202 STYLE SADDEL OPT)
14' MAX
-- —
LEAVE EXPOSED 3' MIN.
ALTERNATE C❑NNECTION DETAIL
4
BY PASS NOT COVER
FOR EXISTING MAINS
7
FOR IRRIGATION
METERS.
12'
MIN
MATERIAL
LIST FOR 1-112" SERVICE
q.
r
I.
2' tapped tee.
2 3 5 6 7
�jj 1J
2
6' long x 2' brass nipple (MIPT)
1 9 v
3.
2' (IBBM) IOWA gate valve (Full opening For tapping) or equal.
8
4,
Two piece, cast Iron valve box, Olympic Foundry Co or equal.
CRUSHED ROCK BASE
Standard 8' top section with regular bose section, iengtn to Fit.
2 - 90'BRASS OR BRONZE ELLS (FIPT x FIPT) TO SUPPORT VAULT.
2 - BRASS OR BRONZE NIPPLES (2')
5
14' MIPT x compression Fitting, Ford C84-66 or equal.
3 - BRASS OR BRONZE NIPPLES (1-1/2')
6.
i4' MIPT x compression Fitting, Ford C84-66 or equal,
1-1/2' AND 2' WATER SERVICE DETAIL
7
14' packed Joint ell, Ford L44-66 or equal
MATERIAL LIST FOR 2' SERVICE
8.
Customsetter with by-pass, Ford VTM 66-12B x 13 3/16' or equal,
with vertical inlet and outlet.
1. 2' tapped tee.
9.
Rigid Meter Spreader, supplied by City of Renton Water Maintenance
2 6' long x 2' brass nipple (MIPT)
Division, to be installed in meter setter by contractor.
3. 2' (IBBM) IOWA gate valve (full opening For tapping),
10,
Water meter shall be supplied by the City of Renton and installed
upon removal of the temporary blow -off assembly and acceptance of
4. Two piece cast iron valve box, Olympic Foundry Co. or equal. Standard 8'
purity and pressure tests,
top section with regular base section, length to fit,
I1,
17' x 28' concrete meter box with 3/8' steel diomond-plate cover,
5. 2' FIPT x compression fitting, Ford C14077 or equal.
Fog -tight Meter Seal Co. No. 2T meter box or equal.
6. 2' Type 'K' soft copper tubing, length to fit.
12
1 1/2' coupling (compression x FIPT) with plug (MIPT), Ford C-14-66
or equal. The pro -party owner is responsible For any necessary adaptation
7 2' Pocked Joint ell, Ford L44-77 or equal,
and extension of the water service.
8. Customsetter with by-pass, Ford VTM77-12B x 17 3/16' or equal, with
vertical iniet and outlet.
1 - 1 /2" & 2" WATER SERVICE DETAIL
9. Rigid Meter Spreader, supplied by City of Renton Water Maintenance
Di vlsion, to be Installed in meter Setter by contractor.
10, Water meter shall be supplied by the City of Renton and installed upon
removal of the temporary blow -off assembly and acceptance of purity and
♦� O ADOPTED
-� CITY OF RENTON
pressure tests.
12 2' coupling (compression x FIPT> with plug (MIPT) Ford C-14-77 or equal
}
Standard plans
The property owner is responsible for any necessary adaptation and
�' ��. LST DATE, 12/15/91
extension of the water service.
DATE—
RE`✓1SION
BY
APPR'
DWG. NAME: BR42 SP PAGE: B107
RAISE-1/2"
WIDE BORDER
D ❑
El El D
❑ El El
ElEl❑0❑ vI„
'I I _ V,
10" —
9" —
8-3/4" —
I/2"1 _F2„
3/4" SQUARES SPACED 3/4"
AS INDICATED - HT. 1/8"
r 1/2"
�7-3/
7„4"
e„
15'
CAST IR❑N RING AND COVER
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
CONCRETE
CLASS 3000
12" p
FIBER
PACKII
45 (1/8)
0
-�f�
PLUG TO BE SEALED 6 INCH OR 8 INCH CL€AN-OUT
IN SAME MANNER AS
MAIN SEWER J❑INTS.
_ _-__---------- ti ADOPTED
CITY OF RENTON
Standard plans
f0` 1ST DATE: 12/15/91
DATE REVISION BY APPR' DWG. NAME: BW18B SP PAGE:8076
UNION (TYPICAL)
BUTTERFLY VALVE
W/2" SQUARE
OPERATING NUT
3" CLEAR ANC�
TO METER
4" PERF. ADS TO -
12"- 16"
-EARANCE
�— SLEEV ITH LOCKING CAP
3 " MANUAL DRAIN VALVE
AFTER TESTING & APPROVAL REMOVE
TEST COCKS FROM DOUBLE CHECK
VALVE ASSY, AND INSTALL PIPE PLUGS,
TTO SYSTEM
DRAIN OR DAYLIGHT i- 12" -i
END CAP
7/9" MINUS GRAVEL 12" MINIMUM
DRAIN AND BUTTE Y J<�Y SHALL BE PR❑VIDED TO OWNER.
BE! W GROUND INSTALLATION FOR 3/4" TO 3" DOUBLE
CHECK VALVE ASSEMBLIES
DOUBLE CHECK VALVE ASSEMBLY
ADOPTED
`A CITY OF RENTON
re� } ani Standard plans
�L• CO~ 1ST DATE: 12/15/91
DATE REVISION BY APPR' DWG. NAME: BR54 SP PAGE: B101
PROPERTY LINE
6'-0"
FUTURE
6" BUILDING SEWER PIPE
BUILDING SEWER
W
2"x 4" STUD SERVICE MARKER PAINT UPPER,
TEE WITH 6" SIDE OUTLET '
PORTION WHITE ANS STENCIL ON SIDE
1
WORDING 'SEWER' WITH 3" HIGH BLACK LETTERS.
AND 06 WIRE WRAPPED AROUND THE STUD AND
6" SIDE SEWER AND BUILDING SEWER W
a_
EXTENDED TO THE TOP OF THE STUD.
0
G_ UNLESS OTHERWISE
APPROVED BY THE CITY, MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING
NEW SIDE SEWERS TO EXISTING MAIN.
60" ALLOWABLE MAX. VITRIFIED CLAY, PLAIN
AND REINFORCED CONCRETE, Dl PIPE AND CI
FOR CAST IRON PIPE PIPE SEWER MAINS
ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE,
1,3,5 MIX
CONCRETE
BLOCKING
/ CAN
i
27. MIN SLOPE
/ F1❑RIZ❑NTAL
6" SIDE OUTLET TEE
6" MIN.
SEWER MAIN
SEWER MAIN
STANDARD SIDE SEWER INSTALLATION
CONCRETE BLOCKING ANGLE
(SEWER MAIN TO PROPERTY LINE)
OF TEE
AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION
tiT ADOPTED
p�
NOTE:
• CITY OF RENTON
UNLESS OTHERWISE
SHOWN ON PLAN, SIDE SEWER, SHALL HAVE A MINIMUM 5' COVER AT PROPERTY ♦ 1 � Standard plans
LINE ❑R 3-5'
LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER,
1ST DATE 1'1/15/91
DATE
I REVISION
I BY
JAPPR'Q
DWG. NAME: BR39 SP PAGE: B078
1- • 3 bar
2 - 03 bar hoop
03 bar each corner
03 bar each side
top & bottom
1-41 bar across ba
Frame and grate
(See Standard Pion for detalis)
6" Riser Section
12" Riser Section
12'
Precast Base Section
Measurement at the top
\� M/N ( of the base
in
N
NOTES
Concrete Inlet to be constructed in accordance with
ASTM C 478 (AASHTO M 199) & ASTM C 890 unless otherwise
shown on plans or noted In the Standard SpecificotIons.
As on occeptable alternate to rebor, welded wire fabric
having a minimum orea of 0.12 square Inches per foot
may be used. Welded wire fabric shall comply to ASTM A
497 (AASHTO M 221). Wire fabric shot( not be placed In the
knockouts.
The bottom of the precast base section may be
rounded.
Precast bases shall be furnished with cutouts or
knockouts. Knockouts shall have a wolf thickness of
2" minimum,
Knockout or cutout hole size is equal to pipe outer
diameter plus concrete Inlet wall thickness.
Knockouts may be on all 4 sides with maximum diameter
of 17".Knockouts may be either round or 'D' shape.
Pipe to be Installed in factory supplied knockouts.
Concrete Inlet frame and grates shall be In accordance
with Standord Specifications and meet the strength
requirements of Federal Specification RR-F-621D.
Mating surfaces shall be finished to assure non -rocking
fit.
The taper on the sides of the precast base section
and riser section shall not exceed i/2"/ft,
From3 and grate may be Installed with flange down
or cast into riser.
,*ET IN\/EI,7 OF FIRE 70 ALLOW A
j1Itit. (oil GA7GH . INcv7AL-I-'
F.I1::7E rzS a,-, fL-E6;L-,IV To �-I EE7
G+F,AflE-
CONCRETE INLET
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•(Y ADOPTED
U CITY OF RENTON
♦ ♦ STANDARD PLANS
S T ��`NTO� LST DATE:8-Dec-86
SP PAGE: BO10
GENERAL NOTES:
1. ALL WORK SHALL BE DONE IN CONFORMANCE WITH 1991 UNIFORM BUILDING
CODE, UNIFORM PLUMBING CODE (UPC), NATIONAL ELECTRIC CODE (NEC),
WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT (WISHA), AND APPLICABLE
CITY OF RENTON AND WASHINGTON STATE CODES AND ORDINANCES.
2. WRITTEN DIMENSIONS ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED
DIMENSIONS.
01 . ALL DIMENSIONS ON DRAWINGS ARE TO BE THE FACE OF CONCRETE OR MASONRY
WALLS AND THE FACE OF STUDS UNLESS OTHERWISE NOTED.
4. ALL FRAMING MEMBERS ARE NOTED BY NOMINAL DIMENSION ON THE DRAWINGS.
5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO
THE WORK BEFORE PROCEEDING. THE ARCHITECT MUST BE NOTIFIED OF ANY
VARIATIONS FROM THE DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE
DRAWINGS. ANY SUCH VARIATION SHALL BE RESOLVED BY THE ARCHITECT PRIOR
TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL ACCEPT FULL
RESPONSIBILITY FOR COST TO RECTIFY SAME.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE JOINING OF HIS WORK TO THE
WORK OF OTHER TRADES. DISCREPANCIES ON DRAWINGS OR IN SPECIFICATIONS,
IF ANY, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT INLMEDIATELY
UPON DISCOVERY OR BEFORE PROCEEDING WITH THE WORK, OR ACCEPT FULL
RESPONSIBILITY FOR COSTS TO RECTIFY THE SAME.
7. REPETITIVE FEATURES NOT NOTED ON THE DRAWINGS SHALL BE COMPLETELY
PROVIDED AS IF DRAWN IN FULL. DRAWINGS INDICATE GENERAL AND TYPICAL
DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY
INDICATED, BUT ARE SIMILAR IN CHARACTER TO DETAILS SHOWN, SIMILAR
DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL
BY THE ARCHITECT. REFER TO ARCHITECTURAL DRAWINGS FOR OPENINGS,
ARCHITECTURAL REQUIREMENTS AND DIMENSIONS.
8. THE CONTRACTOR SHALL FRAME DUCT OPENINGS IN WALLS SO THAT THE
OPENING SHALL ALLOW NOT MORE THAN 1/2 INCH CLEARANCE BETWEEN FRAME
AND DUCT. VENT ALL EXHAUST FANS TO THE EXTERIOR.
9. ARCHITECTURAL BACKGROUND PLANS ON MECHANICAL AND ELECTRICAL
DRAWINGS ARE FOR THE SOLE PURPOSE OF ILLUSTRATING GENERAL PLAN
CONFIGURATION. SUCH BACKGROUND SHALL NOT BE USED FOR PORTIONS OF
THE WORK OTHER THAN THAT PERTAINING TO THE TITLE OF EACH SHEET. REFER
TO THE APPROPRIATE SHEET FOR EACH SPECIFIC PORTION OF THE WORK.
10. ALL WINDOW AND DOOR SIZES SHALL BE VERIFIED AND FIELD MEASURED PRIOR TO
FABRICATION.
II. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR
CONSTRUCTION SAFETY. CONTRACTOR IS RESPONSIBLE FOR NECESSARY
PROTECTION OF WORKERS.
PROJECT TEAM:
OWNER
CITY OF RENTON
Parks and Recreation
200 Mill Avenue South
'
Renton, Washington 98055
Contact
James Shepherd, 235-2568
ARCHITECT
BOYLE WAGONER ARCHITECTS
911 Western Avenue #300
Seattle, WA 98104
Contact
Susan Boyle or Chris Keyser, 382965
APPROVED
MECHANICAL
TRES WEST ENGINEERS
/
ELECTRICAL
2702 S. 42nd Street, Suite 301
BY: ? DATE L"-L1-95,
Tacoma, WA 98409
—
Contact
Charles Li, Principal, 472-3300
-
Brent Rollins, Electrical
Dennis Grovenburq, Mechanical
CIVIL
SvR DESIGN
911 Western Avenue #302
Seattle, WA 98102
Contact
Peg Staeheli, 223.0326
STRUCTURAL
ROBERT FOSSATTI ASSOCIATES
801 Second Avenue, Suite 1000
Seattle, WA 98104
Contact
Marshall Pihl, 621.180')
PROJECT DESCRIPTION:
NEW RESTROOM BUILDING CONSTRUCTED WITH CMU WALLS, WOOD
TRUSS AND METAL ROOFING. SITE WORK INCLUDES NEW CONCRETE
PAVING.
SHEET INDEX:
T 1 TITLE SHEET, UTILITY DETAILS
C1 SITE PLAN
Al FLOOR PLAN, BUILDING ELEVATIONS
A2 BUILDING SECTIONS, DETAILS
A3 INTERIOR ELEVATIONS, DETAILS
El ELECTRICAL FLOOR PLAN
r-
M1 PLUMBING, HVAC FLOOR PLAN
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Revisions
Date Item No.
A L-I G � + 1
Date�}-
Sheet # T1
TITLE SHEET