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1 REVISED SIDE SEWER SLOPE
NO. REVISION
S. TOBIN ST
PUBLICLY DEDICATED RIGHT OF WAY)
SDMH
SURVEYED:
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DESIGNED:
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DRAWN:
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TFD 2/12/1 CHECKED:
TFD
BY DATE APPR APPROVED:
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BRH JOB#201606 .01
SCALE:
` HORIZONTAL-ONNAD 1983/11991 CITY OF
AS SHOWN
RENTON
ONE INCH DATUM
AT FULL SCALE Planning/Building/Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
S-393601
UHAWIN66
UTILITY PLAN
STARBUCKS AT AIRPORT PLAZA
LANCE MUELLER & ASSOCIATES
RENTON, WASHINGTON
DATE:
8/31/17
FIELDBOOK:
PAGE:
DRAWING NO:
2016067
SHEET: OF:
C8 10
W-393601 R-393608
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I-I/2" AND 2" WATER SERVICE DETAIL
CAUTION: VALVE BOX SHOULD NOT REST ON
PIPE. LATER COMPACTION IN AREA OF VALVE BOX
COULD CAUSE THE BREAKAGE OF THE SERVICE.
CITY
PIPING
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IN UNIMPROVED
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RIGHT-OF-WAY INSTALL METER
a"
BOX AT PROPERTY LINE WITH
o
2" LONG COPPER TAILPIECE
ao
o_
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9" MIN.
12 MAX.
9 ? am
�>
LEAVE EXPOSED -
�oo
N n
12"
BY PASS NOT ALLOWED
FOR IRRIGATION METERS
`CRUSHED ROCK
�l BASE TO SUPPORT
A - A DRILL 2" DIA. HOLE FOR VAULT.
TOUCHREAD DEVICE QUICK -JOINT
COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN
qr--- 2-1/2" MIN. FROM NEAREST NOTE:
AND FRONT EDGE OF PIT LID THE CENTER OF THE HOLE MUST BE AT LEAST 1" FROM
UNDERNEATH RIBS UNLESS THE RIB SPACING ALLOWS
THE NUT TO TIGHTEN AGAINST THE OPEN SIDE OF
TYPICAL RIB MORE THAN ONE RIB.
PRIVATE
PIPING
MATERIAL LIST FOR 2" SERVICE- METER LQQATED IN PLANTING STRIP
BETWEEN CURB & SIDEWALK
MATERIAL LIST FOR 1-1/2" 5ERVICE. METER I A ED IN PLANTING STRIP
BETWEEN CURB & SIDEWALK
1. 2" tapped tee, on new water main.
% 2" tapped tee on new water main.
2. 4" long X 2" brass nipple with threaded ends (MIPT).
2. 4" long X 2" brass nipple with threaded ends (MIPT).
3. 2" resilient seat gate valve with threaded ends, square operating nut,
and valve nut extension if required (see standard detail 330A).
3. 2" resilient seat gate valve with threaded ends, square operating nut, and
4. Two piece cost iron valve box. Standard 8" top section with regular
"lug"
valve nut extension if required (see standard detail 330.1).
4. Two piece cast iron valve box. Standard 8" top section with regular base
base section, length to fit, type cover. 2" brass bushing (MIPT x
section, length to fit, 'lug" type cover.
FIPT).
5. 2 each 2" brass or bronze nipples 6" length, threaded ends. 2 each
5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT). 2 each 1-1/2" brass or
bronze nipples 6" length, threaded
2"-90' brass or bronze elbows (FIPT x FIPT).
ends. 2 each 1-1/2"-90' brass or
bronze elbows (FIPT x FIPT).
6. 2° (MIPT) x compression fitting, Ford C84-66 or equal.
6. 1-1/2" (MIPT) x compression fitting, Ford C84-66 or equal.
7. 2" soft copper tubing type K or brass nipples (MIPT x MIPT), length to
fit.
7. 1-1/2" soft copper tubing type K Or brass nipples (MIPT x MIPT), length
8. 2" threaded brass 90' ell.
9. 2" Customsetter with by-pass Ford: VBH 86-128-11-77 (x 17-3/16"
to fit.
S. 1-1/2" threaded brass 90' ell, for Ford L44-77 or equal.
9. 1-1/2" Customsetter with by-pass Ford: VBH
), McDonald Brass: 308715WDFF775 or Mueller B-1427-2", with flanged
ball
86-128-11-66 (x
13-3/16"), McDonald Brass: 3OB612WDFFE65 or Mueller B-1427-1 1/2",
angle valve and padlock wings on inlet, and angle check valve
outlet, boll volve on bypass with padlock wings. Customsetter
with flanged angle ball valve and padlock wings on inlet, and angle check
shall
have vertical inlet and outlet.
valve outlet, ball valve on bypass with padlock wings. Customsetter shall
have vertical inlet and outlet.
10. Rigid meter spreader to be supplied and installed in meter setter by
contractor.
10. Rigid meter spreader to be supplied and installed in meter setter by
11. Water meter shall be supplied and installed by City of Renton upon
payment of all related water meter fee and satisfactory pressure and
contractor.
11. Water meter shall be supplied and installed by City of Renton upon
purity tests.
payment of all related water meter fee and satisfactory pressure and
12. 17"x3O" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series
purity tests.
12. 17"x3O" Plastic meter box equal to Mid -States Plastics,
MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18%31"
Inc. BCF Series
MSBCF 1730-18 with 2" thick Ductile iron diamond 18"x31"
equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole
for touchreod pit lid, and meter read lid,
plate cover
equal to Mid -States Plastics. Inc. MSCBC-1730-R with 2" drilled
hole for
13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66
touchread pit lid.
13. 1-1/2" coupling (compression x FIPT) with 1-1/2"
or equal. The property owner is responsible for any necessary adaptation or
plug (MIPT), Ford
C-14-66 or equal. The property owner is responsible for
extension of water service,
any necessary
adaptation or extension of water service.
NOTE:
ALL METER BOXES INSTALLED IN CONCRETE OR PAVED
DRIVEWAYS SHALL BE CAST-IRON EQUAL TO OLYMPIC
FOUNDARY.
EXPANSION JOINTS MUST BE INSTALLED 12" MINIMUM ON BOTH
SIDES OF METER BOX.
TY
PUBLIC WORKS
1 %2" AND 2" WATER SERVICE LOCATED
STD' PLAN - 320.2
DEPARTMENT
IN PLANTING STRIP
MARCH 2O10
�- EX. SEWER MAIN
PROPERTY LINE
_--SPOOL (LENGTH AS NEEDED)
i
I 8" SEWER STUBE
c I
3,_0„
FUTURE 4" SIDE SEWER
`SEWER
0C--------�
` 2"x 4" STUD MARKING
MAIN TEE X 8" TEE
1
POST PAINTED
6" CAP WHITE WITH THE WORD "SEWER" STENCILED
W
IN 3" HIGH BLACK LETTERS AND M6 WIRE
COUPLING (TYP,)
7
WRAPPED AROUND THE STUD AND
EXTENDED TO THE TOP OF THE STUD.
3'
1
8"X6-X6' SURFACE CLEANOUT WITH CAST IRON RING AND COVER
(EAST JORDAN IRON WORKS PRODUCT NO. 00367502 OR
s
I
I
APPROVED EQUAL, SPECIFY "SEWER" ON UD),
(SEE STD. PLAN 403A FOR INSTALLATION)
L --- j JM EAGLE THREADED CLEAN -OUT ADAPTER HUB
BEND AS & PLUG (OR APPROVED EQUAL)
REQUIRED
(!STING SANITARY
:WER MAIN --2.0X MIN.
\ ` FUTURE 4' SIDE SEWER
"6" SEWER STUB 6'X8'X6' WYE
FUTURE 6"x 4" REDUCER
SEWER MAIN SIZE X 5" TEE
ACCEPTABLE PRQCEDURES FOR SIDE FER MA
IN
A. VITRIFIED CLAY MAIN - CUT IN A NEW PVC 'TEE' USING "STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL)
S. CONCRETE MAIN - CUT IN A NEW PVC 'TEE' USING 'STRONG -BACK' FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL).
C. PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED WITH A ROMAC SADDLE
(OR APPROVED EQUAL).
D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL)
E. MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE
SHALL BE CORE -DRILLED.
3000 5fe
BLOCONCR/M2RMIN SLOPE
HORIZONTAL
6" MIN. SEWEMAIN ' SEWER MAIN
CONGRFTE BLOCKING ANGLE
OF TEE AT MAIN BETWEEN ' AND av TYPICAL I0 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.
STANDARD SIDE SEWER STD. PLAN-406.1
DEPARTMENT
PUBLIC WORKS INSTALLATION P
(SEWER MAIN TO PROPERTY LINE) Agl��, 11
NO.
WATER PLAN GENERAL NOTES Standard Plan No. 300
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS
STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS
AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT ATTHE JOB SITE WHENEVER CONSTRUCTION
IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR
AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERM[TS PRIOR TO CONSTRUCTION.
2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL
CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION.
3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND
"CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY
MATERIALS ON -SITE.
4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C
104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS
PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE,
POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS.
5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS
AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES.
ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR,
THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER.
PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH
BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST
METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED
AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF
RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS
AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADOITION TO
CONCRETE BLOCKING.
7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED,
DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE
SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS,
CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURII YACCEPTANCE, NO
CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL
THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING.
8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING
PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING
THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED,
AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR.
9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING
DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER
MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR
THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND
ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE
CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION.
ePUBLIC WORKS WATER PLAN GENERAL NOTES STD. PLAN - 300.0
DEPARTMENT MARCH 2O10
W (SEE NOTE 7)
LIMITS OF PIPE ZONE
BEDDING MATERIAL FOR --f
SANITARY SEWER PIPE O.D. OF PIPE
(SEE NOTE 5)
FOUNDATION LEVEL
6"
BEDDING FOR SANITARY SEWER PIPE
NOTES:
1. PROVIDE UNIFORM SUPPORT UNDER BARREL.
2. HAND TAMP UNDER HAUNCHES.
3. COMPACT BEDDING MATERIAL TO 957. 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 SPECIFICATIONS 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.
STD. PLAN - 405
PUBLIC WORKS PIPE BEDDING APP OVED:
y DEPARTMENT FOR SANITARY SEWERS Q
nm .
REVISION
BY I DATE
LADDERI
AND
ACCESS
INLET
PIPE
(8" MIN.)
VENTILATION PIPES 12"MIN.
AT CORNERS
- ACCESS COVER
OVERINLET /
COALESCING PLATE PACK
ACCESSCOVER
(OVER OUTLET)
LADDER (TYP.)
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I I
FOREBAY
H
I
HIGH FLOW BYPASS
5'
L SHUT OFF VALVE W1
AFTERBAY RISER 8 VALVE BOX
LOUTLET PIPE (8' MIN.)
ACCESS DOOR ALLOWING REMOVAL OF
PLATE PACK OR PROVIDE FULL LENGTH
REMOVABLE COVERS ACROSS ENTIRE
CELL.
PLAN VIEW
NITS
VARIES (CAN BE CONSTRUCTED
ON GRADE WITHOUT RISERS)
1' MU
WQ WATER SIRFACE
.
6"min.
-
D
18"
MIN.
V min.
1' MIN.
6" MIN.
/\�/.\ \�/.\�/.��/.\�/,� ' 8' MIN.OMM.) L (U4 RECOMM.)
ff
SECTION VIEW
NTS
NOTES:
1. GRAVITY DRAIN SHALL BEAT LEAST 8 INCH MINIMUM DIAMETER AND SHALL BE
CONTROLLED BY A VALVE. USE OF A SHEAR GATE IS ALLOWED ONLY AT THE
INLET OF A PIPE LOCATED WITHIN AN APPROVED STRUCTURE.
8" TEE
OIL RETAINING
BAFFLE
(50 % D MIN.)
COALESCING PLATE PACK
- INLET WEIR -SOLIDS
RETAINING BAFFLE OR
WINDOW WALL (SEE TEXT)
GRAVITY DRAIN
Y
PUBLIC WORKS COALESCING PLATE OIL /WATER STD. PLAN - 240.10
DEPARTMENT SEPARATOR
Arlo MARCH 2O08
at H' rc'yi
ORq�
SEAL z
CP n
y, 1969
�qSH 1
AS -BUILT RECORD
DRAWINGS
SURVEYED:
RH
SCALE:
AS SHOWN
HORIZZOONTALL: NAD 1983/1991
DATUM
Fri CITY OF
RENTON
o
Planning/Building/Public Works Dept.
WATER & SANITARY SEWER DETAILS
STARBUCKS AT AIRPORT PLAZA
LANCE MUELLER & ASSOCIATES
RENTON, WASHINGTON
DATE:
4/24/2017
DESIGNED:EI
JHH
PPAGE:AGE.FIELDOK:
P
DRAWN:
JHH
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
DRAWING NO:
2016067
CHECK TFD
AP P R
APPROVED:
SHEET; OR
C10 10
S-393602 W-393602 R-393610