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FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110 OR
COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER
SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL
JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2"
HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER
CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR,
4.875" SEATTLE THREAD X 5' STORZ, ATTACHED WITH 1/8" STAINLESS
STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO
BE PAINTED WITH TWO COATS OF PAINT. KELLY- MOORE/PRESERVATI VE
PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR
APPROVED EQUAL. PUMPER CONNECTION TO FACE ROADWAY OR AS
DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO
BE USED IF REQUIRED.
MIN. 18" TO 20" BEHIND BACK OF
CURB OR 12" BEHIND BACK OF
3' SIDEWALK THAT IS ADJACENT TO
CURB
4.875" x 5" STORZ
5'x5'x6" THICK CONCRETE PAD AROUND
HYDRANT. FINISH TO MATCH SIDEWALK.
EXPANSION JOINT AT
2„� ® BACK OF SIDEWALK
fCONCRETE SIDEWALK
OR PLANTING STRIP
36" MIN
a COVER"t
TWO-PIECE CAST IRON VALVE BOX WITH LUG
TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO.
STANDARD B" TOP SECTION WITH REGULAR BASE
SECTION LENGTH TO FIT. VALVE NUT EXTENSION
AS REQUIRED.
RAISED PAVEMENT MARKER TYPE 88-A
STIMSONITE TWO-WAY BLUE REFLECTIVE
CONCRETE BLOCKING
CONCRETE
THRUST BLOCK �'y.- `; MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET.
6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT
2-3/4" COR-TEN STEEL TIE RODS.
16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK
CONCRETE BEARING 1' ABOVE BOOT FLANGE. PLACE 8 MIL
BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF
GRAVEL.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
a LEVEL ALL GROUND MIN 3RADIUS
MIN 3' RADIUS
1 ONE MAN ROCK
�6 1 1 //.
• 6" CONCRETE PAD 6 `- 6" CONCRETE PAD
CUT FILL
HYDRANT LOCATION IN CUT OR FILL
+ :•� + PUBLIC WORKS (FIRE HYDRANT ASSEMBLY SM. PLAN - 310.1
DEPARTMENT
MARCH 2010
FIRE HYDRANT
NTS
TESTING DETAIL
f 10 FT
EXISTING WATER LINE
EXISTING TEE, DEAD END LINE, CAP OR PLUG
DO NOT DISTURB BLOCKING
NEW WATER LINE
O H-
VERTICAL CROSS (MJxFL) FOR POLYPIGGING
1-BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG
1-BLIND FLANGE ON BOTTOM
1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF
TEMP. BLOCK
FINAL CONNECTION DETAIL
NEW WATER LINE
EXIST. WATER LINE = �\
F-ten v )E
AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION,
REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT
TO EXISTING WATER LINE WITH SLEEVE (MJ)
AND D.I. SPOOLS
FINAL CONNECTION BY CITY FORCES`
PUBLIC WORKS CONNECTION TO WATER MAIN STD. PLAN - 300.5
+ + DEPARTMENT EXISTING TEE OR END LINE CAP MARCH 2O10
END CONNECTION
Know what's below.
Call 48 hours before you dig.
NTS
WATER MAIN
r
2" CLOSE NIPPLE
2" 90' ELBOW -
CONCRETE BLOCKING
IF ADDITIONAL ADJUSTMENT IS
REQUIRED, INSTALL 2-2" CLOSE
NIPPLE AND 2-2" 90' BEND, SCREWED
AT THIS POINT. FIELD LOCATE PLASTIC METER BOX IN
PLANTER OR CAST IRON BOX IN PAVED
OR CONCRETE AREAS.
2" CLOSE NIPPLE
2" 90' ELBOW
2" GALVANIZED PIPE AS REQUIRED
PLAN
VALVE NUT EXTENSION AS REQUIRED
TWO PIECE CAST IRON VALVE (SEE DWG BR46 / PAGE B090)
EQUAL TO OLYMPIC FOUNDRY CO. GROUND LINE CONCRETE SIDEWALK
STANDARD 8" TOP SECTION, 6" MAX.
WITH REGULAR BASE SECTION
LENGTH TO FIT.
-
2" RESILIENT SEATED
GATE VALVE, SCREWED
2" GALVANIZED
PIPE 12" LONG
2" CLOSE NIPPLE
_
BETWEEN CAP OR PLUG
AND 2" 90" ELBOW
_
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D O;p e�D"c 00
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INSTALL 4 MIL POLYETHYLENE 18" MAX. °- 0'2 "W ° o"-°
PLASTIC COVER OVER WASHED
o° n 0 "CO.OD 0 0° 0
�� ° ° ��0�
GRAVEL. CUT HOLE FOR PIPE
°
otl.o`oo.
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10 CU. FT. WASHED GRAVEL PASSING
1-1/2" AND RETAINED ON 1/4" MESH
FOR DRAIN
ELEVATION
2 1/2" NST (HOSE)
AND 2 1/2" FNST
CAP WITH GASKET
2"x2"x2" TEE AND 2" CAP
2" CLOSE NIPPLE BEWTEEN TEE
AND 90' ELBOW.
2" 90" ELBOW
STD. PLAN - 340.1
PUBiiC WORKS 2" BLOW -OFF
DEPARTMENT PE..Rr%!AN=N- ASSEMBLY MARCH 2O10
BLOW OFF DETAIL
DUNCANSON
Company, Inc.
145 SW 155th Street, Suite 102
Seattle, Washington 98166
Phone 206.244.4141
Fax 206.244.4455
NTS
13N24" PLASTIC METER BOX EQUAL TO MID -STATES PLASTIC,
INC. BCF SERIES MSBCF 1324-18 WITH 1.75" THICK DUCTILE
IRON DIAMOND PLATE COVER EQUAL TO MID -STATES PLASTICS,
INC. MSCBC-1324-R WITH READER LID AND 2" DRILLED HOLE
FOR TOUCHREAD PIT LID (SEE DETAIL A -A)
9" MIN.
12" MAX
FINISH GRADE
�>
- o
36" MIN COVER N M U
22-1/2"
CITY
PRIVATE
PIPING
PIPING
IN UNIMPROVED RIGHT OF
WAY INSTALL METER BOX AT
PROPERTY LINE WITH 12"
w • LONG COPPER TAILPIECE.
w
aI SIDEWALK
a
s:.
WATER
J
FTOUCHREAD
METER TO BE
12"
SUPPLIED BY THE
I
Q
CITY
pi
TYPE "K"
SOFT
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COPPER TUBING
NEW DUCTILE
IRON
WATERMAIN
IF SERVICE LINE TO HOUSE IS 3/4" OR 1"
TO BE INSTALLED IN THE FUTURE GALVANIZED
INSTALL FORD C14-33 OR 44 F1PT PLUG
x COMPRESSION COUPLING
LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/BN3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR MCDONALD BRASS: 21-215WCQQ33, OR
MUELLER: 3/4-8-2470-2 WITH ANGLE BALL VALVE ON INLET AND
SINGLE CHECK VALVE ON OUTLET
CORPORATION STOP WITH BALL VALVE. FORD COPPERSETTER FOR 1" METER: FORD VBH72-15W-44-44G, OR
TAPERED THREAD (CC). QUICK JOINT MCDONALD BRASS: 21-415WCQQ44, OR MUELLER: 1-8-2470-2
(3/4" FB1000-3-Q) OR AY MCDONALD 4701E BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" F81000-4-Q) OR AY MCDONALD 47018 INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
NOTE:
ALL METER BOXES INSTALLED WITHIN CONCRETE OR PAVED DRIVEWAYS SHALL BE
CAST-IRON EQUAL TO OLYMPIC FOUNDARY. EXPANSION JOINTS MUSH BE INSTALLED ON
BOTH SIDES OF METER BOX.
DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
- 2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
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I
NOTE:
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 MORE THAN
ONE RIB.
+ + PUBLIC WORKS
34" AND 1" WATER SERVICE SM. PLAN - 320.1
DEPARTMENT
NUVE_LIBER 2009
EXISTING WATER LINE
PLAN VIEW
TESTING DETAIL
gT7
LINE
VERTICAL CROSS(MJxFL) FOR POLYPIGGING
OME BLIND FLANGE ON TOP WITH 2'TAP L 2'PLUG
ONE DLIND FLANGE ON BOTTOM
ONE (NJ) PLUG WITH 2' TAP & 2' TEMPORARY BLOW -OFF
TEMPORARY BLOCK
CUT -IN (BY CITY FORCES)
TEE (FLxFL) W/ CONIC. BLOCK
2- GATE VALVES (FLxMJ)
2- SOLID SLEEVES (MJ) OR RO-MAC COUPLINGS
1- ADAPTER (FL x MJ)
1- PLUG CMJ) W/2'TAP L TEMP. ELDW-OFF
TEMP. BLOCK
EXISTING WATER LINE
EXISTING WATER LINE
FINAL CONNECTION DETAIL
II�C
E
AFTER ALL TESTING, CLEANING BY POLYPIG, AND DISINFECTION,
REMOVE TEMP. BLOCK L BLOW -OFF L CONNECT
WITH SLEEVE (NJ) L DJ, SPOOLS
I
I
FINAL CONNECTMN BY CITY FORCES
+
XISTING WATER LINE
PUBLIC WORKS CONNECTION TO WATER MAIN CUT SM. PLAN - 300.3
DEPARTMENT IN -LINE TEE & TWO VALVES
MARCH 2O10
CUT IN CONNECTION
NTS
3 PER CITY COMMENTS
2 PER RESUBMITTING SCREENING
1 PER CITY COMMENTS
NO. REVISION
WATER SERVICE
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ar
3�
I
NTS
) VCA N OTE
IVCA SHALL BE LOCATED IN THE GARAGE BETWEEN
-HE BUILDING AND THE PRESSURE REDUCING VALVE
U_ IIJ
O
EL
DIRECTION OF FLOW
0 W „
(M3IN.)
1 6" MIN.
I6"MIN.(TYP.) I I \-UNION (TYP.)
PLAN
It
a
n
11-1/4' BEND 22-1/2" BEND 45" BEND
1 '
CAP
TEE 90" BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT OR
FIRM SILTY SAND
COMPACT SAND
COMPACT SAND & GRAVEL
90,
45' BEND
11 1/4'
90'
45' BEND
11 1/4'
90'
45' BEND
11 1/4'
FITTING
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
TEE
CAP OR PLUG
& 22 1/2'
BEND
BEND
BE
4
7.0
4.2
4.2
1.7
2.9
2.1
2.1
1.0
2.2
1.8
1.6
1.0
6
13.3
9.4
9.4
3.8
6.7
4.7
4.7
1.9
5.0
3.5
3.5
1.4
8"
23.3
16.7
16.7
8.7
11.7
8.4
8.4
12'
53.0
37.5
37.5
15.D
26.5
18.8
18.8
7.5
20.0
14.0
14.0
5.6
AREAS CALCULATED ON 300 PSI TEST PRESSURE. 3'-0" MIN. COVER FOR WATERMAIN LESS THAN 12".
4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER.
MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH
MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0'
iRUST BLOCK BEARING
REA REFERS TO THE
WE OF BLOCK MEASURED
IN SQUARE FEET
NOTES:
1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES
DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER.
2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND.
3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING
SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH.
4. ALL BLOCKING SHALL BE CONCRETE CL 5
5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA
POSSIBLE. BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS
REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED.
CONCRETE BLOCKING FOR SM. PLAN - 330.2
• PUHHC WORKS
+ � + DEPARTMENT VERTICAL
AND DOWNWARD
VERTICAL BENDS MARCH 2O10
TO CITY may ,•••,�•
METER STACKED METER SECTION 6" MIN. FREE
BOXES DRAINING GRAVEL
NOTES:
1. ALL DOUBLE CHECK VALVE ASSEMBLIES (DCVA's) MUST BE LISTED ON LATEST LIST OF "BACKFLOW PREVENT0N
ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON STATE", PUBLISHED BY STATE OF WASHINGTON
DEPARTMENT OF HEALTH.
2. THE OWNER/APPLICANT MUST OBTAIN A SEPARATE CITY OF RENTON PLUMBING PERMIT FOR THE INSPECTION
OF THE INSTALLATION OF THE DCVA AND PIPING. THE OWNER SHALL FURNISH, INSTALL AND MAINTAIN THE
DCVA AND.ALL PIPING AND APPURTENANCES SHOWN ON THIS PLAN..
3. THE DCVA MUST BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AFTER ITS INITIAL
INSTALLATION, AFTER REPAIRS AND ANNUALLY THEREAFTER AT OWNER'S EXPENSE. A COPY OF THE TEST
REPORT SHALL BE SENT OR FAXED TO CITY OF RENTON WATER UTILITY ENGINEERING DEPT.. ATTN: WATER
UTILITY CROSS -CONNECTION CONTROL SPECIALIST, FAX NO. 425-430-7241.
4. DCVA AND METER BOX SHALL BE LOCATED ON PRIVATE PROPERTY AND AS NEAR AS POSSIBLE TO THE
WATER METER.
PUBLIC WORKS IY4" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8
.+ + DEPARTMENT ASSEMBLY FOR IRRIGATION OR
RESIDENTIAL FIRE SPRINKLER MARCH 2O10
SURVEYED:
JMB
DESIGNED:
HMD
LTK
9/8/17
HMD
LTK
7/18/17
HARD
DRAWN:
HARD
LTK
7/12/1
CHECKED:
HMD
BY
DATE
APPR
APPROVED:
HMD
SCALE:
SEE PLANS
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
SCALE ACCORDINGLY
D VC A
NTS
VERTICAL: NAVD 1988
HORIZONTAL: NAD 1983/1991
VD W
0INA
CONCRETE BLOCKING
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NTS
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WATER PLAN GENERAL NOTES (STD PLAN NO, 300
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1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDmON OF THE CIIY OF RENTON PUBLIC
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WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST
EDITION AS AMENDED BY THE CIIY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER
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CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION.
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THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO
nj
CONSTRUCTION.
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2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE
CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILIIY 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 CIIY 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
151AND 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 FITIINGS 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 36 INCHES 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 CIIY 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 MANUFACTUREWSSPECIFICATION FOR
SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSIIY AS DETERMINED
BYTHE MODIFIED PROCTOR TEST METHOD {MOD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS,
AND 85 PERCENT MOD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MOD.
6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE
WITH CIIY 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 ADDITION 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 PURIIY 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 PURIIY
ACCEPTANCE. 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
PURIIY 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 BETAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR.
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9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILIIY 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
W
SURFACE RESTORATION.
W-395704
0
=
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
Z
ELOPMENT ENGINEERING
O
Lrnair10/24/2017
1—
W
RECORD DRAWING
NO CHANGES 0
W
DATE:
CITY OF SUNSET'S EDGE TOWNHOMES FIELD600/1/17
R E N TO N WATER DETAILS AND NOTES W
PAGE: '
" DRAWING N0: Z/1
Plan ning/Building/Public Works Dept. 701-707 SUNSET BOULEVARD NE, RENTON, WA C3"3
SUNSET'S EDGE TOWNHOMES SHEET: Z 0F: Z
DCI PROJECT NO. 15375