HomeMy WebLinkAboutW-422904A PORTION OF THE NW 1/4 OF SECTION 19, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., KING COUNTY, WASHINGTON
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 AT THE 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 PERMITS 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 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 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 BYTHE 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) MAYBE 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 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 PURITY 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 PURITY TESTING.
B. 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.
ti�Y o PUBLIC WORKS
WATER PLAN GENERAL NOTES STD. PLAN - 300.0
DEPARTMENT
MARCH 2O10
SHACKLE RODS
r^� T pPE^ A BLOCKING A ocA nc
If S �l
TYPE B
Y
PUBLIC WORKS CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3
.ash
�`•` DEPARTMENT FITTINGS
`F'FN Tp$ MARCH 2O10
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13%24" 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)
36" MIN COVER
NEW DUCTILE
IRON
WATERMAIN
9" MIN
12" MAX
FINISH GRADE
�¢w
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NRu
22-1/2'
GT
PIP
z IN UNIMPROVED RIGHT OF _z
f WAY INSTALL METER BOX AT J
- PROPERTY LINE WITH 12"
w LONG COPPER TAILPIECE. LLO
CL
a I SIDEWALK a
TOUCHREAD WATER
METER TO BE
PRIVATE
PIPING
SUPPLIED BY THE 12 z_ x w
CITY � >
TYPE "K" SOFT o
� COPPER TUBING `�'�
IF SERVICE LINE TO HOUSE IS 3/4" OR 1"
TO BE INSTALLED IN THE FUTURE GALVANIZED
INSTALL FORD C14-33 OR 44 FIPT PLUG
x COMPRESSION COUPLING
L LOOP DOWN TO CENTERLINE
OF WATER MAIN TO
PROVIDE SLACK IN COPPER COPPERSETTER FOR 5/8"x3/4" METER: FORD
SERVICE LINE TO METER. VBH72-15W-44-33G, OR McDONALD BRASS: 21-215WCQQ33, OR
MUELLER: 3/4-B-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-B-2470-2
(3/4" FB1000-3-Q) OR AY MCDONALD 4701B BOTH INLET AND OUTLET WITH QUICK JOINT. PADLOCK WINGS ON
(1" F81000-4-Q) OR AY MCDONALD 4701E INLET ANGLE BALL VALVE AND SINGLE CHECK VALVE ON OUTLET.
ALL FITTINGS SHALL BE WITH QUICK JOINT.
N OTE:
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.
A- A DRILL 2" DIA. HOLE FOR AMR (AUTOMATIC
METER READ) TOUCHREAD DEVICE
L 2-1/2" MIN. FROM NEAREST
AND FRONT EDGE OF PIT LID
TYPICAL
RIB
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.
ZY
PUBLIC WORKS 34" AND 1" WATER SERVICE STD. PLAN - 320.1
+ � +
j DEPARTMENT
NOVEMBER 2009
NOTE: WATER SERVICE AND METER TO BE INSTALLED BY CITY FORCES. WATER METER PERMIT REQUIRED
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� DIRECTION OF FLOW
3„
(MIN.)
I I -
I
6" MIN.
6"MIN.(TYP.) UNION (TYP.)
PLAN
X
Q 3"MAX.
Z_ CO Z_
0 0
6"MIN.
o 0
O
TO CITY
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 PREVENTION
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.
34" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8
+ i PUBLIC WORKS ASSEMBLY FOR IRRIGATION OR
�- DEPARTMENT RESIDENTIAL FIRE SPRINKLER
�Nzo MARCH 2O10
• Call 811
• 0 two business days
before you dig NO.
PLAN VIE
WATER
VALVE BOX LID WITH
EARS IN DIRECTION OF
2" SQUARE
WATER MAIN AND WORD
OPERATING NUT
"WATER" CAST INTO IT
12' MIN,
18" MAX,
4" CONCRETE COLLAR FOR
VALVES IN PAVED AREAS
4-1/4" DIA.
12"
1/8' MIN. THICKNESS
SEE DETAIL
2 PIECE CAST IRON VALVE
BOX, RICH-SEATTLE TYPE
OR OLYMPIC FOUNDRY
1" STEEL
LENGTH AS REQUIRED
1/8" MIN. THICKNESS
2-1/4" INSIDE MEASUREMENT
2-1/4" DEPTH
SECTION A -A
VALVE OPERATING NUT
EXTENSION
VALVE OPERATION NUT EXTENSION NOTE:
EXTENSIONS ARE REQUIRED WHEN VALVE NUT
IS MORE THAN THREE (3) FEET BELOW
FINISHED GRADE. EXTENSIONS ARE TO BE A
MINIMUM OF ONE (1) FOOT LONG. ONLY ONE
EXTENSION TO BE USED PER VALVE.
NOTE: ALL EXTENSIONS ARE TO BE MADE
OF STEEL, SIZED AS NOTED, AND PAINTED
WITH TWO COATS OF METAL PAINT.
VALVE MARKER NOTES:
VALVE MARKERS SHALL BE EQUAL
TO CARSONITE UTILITY MARKER
VALVE MARKER POST TO BE USED FOR ALL
MAIN LINE VALVES OUTSIDE PAVED AREAS
3�
T 3»
38" MIN.
WIDTH
WHITE POST
-I 62"
IIIIIIIIIIIII IIII
II I I- TI it
24"
I
VALVE MARKER POST
� Y �a.►�� PUBLIC WORKS VALVE BOX, MARKER & OPERATING STD. PLAN - 330.1
DEPARTMENT NUT EXTENSION
MARCH 2O10
PRECAST CONCRETE VAULT WITH 3 - 3'x 3' ONE EACH SIDE
HINGED STEEL PLATE COVERS. DIMENSIONS
5-8% 11'-2% 7'-2" EQUAL TO UTILITY 4" ADAPTER, FL.x SCREWED
VAULT OR EQUAL 4"x4"x6" BULL HEAD TEE, FL.
TOUCH READ PIT LID SENSOR
MOUNTED ON STEEL PLATE
COVER THROUGH 2" DIA. 6" PIPE FL.x
DRILLED HOLE IN COVER. FL. 2'-0" LO
THE BY-PASS ASSEMBLY SHALL BE \
INCLUDED AS PART OF THE DETECTOR
DOUBLE CHECK VALVE ASSEMBLY. 18" FOR 10" ASSEMBLY
5/8"x3/4" SENSUS SRII (TR/PL) METER 17 1/2" FOR 8" ASSEMBLY
WITH ICE REGISTER. 18 1/2" FOR 6" ASSEMBLY 3
71,- 2„
CITY PRIVATE
2: PIPING PIPING
a
TEE (MJ x FL)
3'-2' 6" 90' BEND FL.
GATE VALVE (FL x MS) Z�-
5,- 8,.
-TO CITY MAIN
12" ALL AROUND
CONCRETE
BLOCKING
ALL DETECTOR DOUBLE CHECK VALVE
10", B" OR 6" FL.x P.E. ASSEMBSEATED SHUTOFF VALCLUDE AND T PLAN
PIPE WITH COLLAR 18" COCKS. AND APPROVED
FROM P.E. CROSS -CONNECTION CONTROL
10"- 3'-8" LONG ASSEMBLIES PER DEPARTMENT OF
8"- S-6" LONG HEALTH LATEST APPROVED LIST.
6"- 4'-0" LONG
DOUBLE CHECK VALVE ASSEMBLY
INCLUDES TWO RESILIENT SEATED
SHUTOFF VALVES.
10", 8", OR 6" FLANGED COUPLING
ADAPTER EQUAL TO ROMAC.
TOUCH READ PIT LID SENSOR MOUNTED
ON
STEEL PLATE COVER THROUGH 2" DIA.
NOTE: DRILLED
HOLE IN COVER,
3"
1.
LOCATE VAULT IN PLANTING AREA, NOT IN PAVING.
2.
4" AND LARGER BENDS AND TEES TO BE CAST
IRON CEMENT LINED.
18" FOR 10" ASSEMBLY 17
1/2" FOR 8" ASSEMBLY 18
3.
TEMPORARY SUPPORT SHALL BE PROVIDED UNDER
1/2 FOR 6" ASSEMBLY
VALVES AT THE TIME OF INSTALLATION TO CENTER
THE PIPE IN VAULT OPENING. AFTER COMPLETE
5/8"x3/4" INVENSYS
INSTALLATION REMOVE THE TEMPORARY SUPPORT
TR-PL METER WITH 7'-2"
AND INSTALL ADJUSTABLE PIPE SUPPORT.
ICE REGISTER
4.
INSTALL GALVANIZED LADDER FOR ACCESS.
6" MIN. DRAIN TO DAYLIGHT OR
STORM DRAIN SYSTEM WITH
5.
AFTER FIELD INSTALLATION, MAIN DDCVA AND
CATCH BASIN OR MANHOLE .2'.
BY-PASS DCVA MUST BE TESTED SATISFACTORILY
BY A DEPT. OF HEALTH CERTIFIED BACKFLOW
ASSEMBLY TESTER. TEST REPORT TO BE SUBMITTED
TO CITY OF RENTON WATER UTILITY ENGINEERING
DEPT. PRIOR TO ACTIVATION OF NEW LINE.
COMPACTED FOUNDATION
6.
INSTALL BRASS Y4" FLARE TEST COCKS WITH Y4"
GRAVEL
FLARE CAPS.
4"x 2 1/2" FIRE DEPARTMENT DOUBLE
CONNECTION FOR STAND PIPE WITH
BREAKABLE CAST IRON HOSE CAPS.
ONE EACH SIDE EQUAL TO GRINNEL
FIG. 1682 WITH HOSE CAPS FIG. 1333.
- 6" SWING TYPE GRAVITY OPERATED
CHECK VALVE, FL. EQUAL TO
MUELLER CO. A-2600-6 WITH BALL
DRIP VALVE AT BOTTOM
INSTALL EPDXY NON -SHRINK
GROUT (TYP.)
6" PIPE, FL.x FL. SO" LONG
r 6"& 8" ASSEMBLY. 6" SHORT
m I RADIUS 90' BEND FL.
1 10" ASSEMBLY 90' B"X6"
REDUCING BEND FL.
TO BUILDING
DEADMAN
BLOCK
REQUIRED.
10",B",6" FL x MJ ADAPTOR
10" ASSEMBLY 10"00%8"TEE FL.
8" ASSEMBLY 8"x8"x6" TEE, FL. 6"
ASSEMBLY Wx6"x6" TEE, FL.
10", 8", OR 6" GATE VALVE, FL.x MJ,
WITH INDICATOR POST. INDICATOR
POST VALVE SAME SIZE AS DOUBLE
CHECK VALVE (MUELLER CO. OR
EQUAL), PAINTED RED,
10% 8", OR 6" DUCTILE IRON
CLASS 52 NIPPLE PIPE,
CEMENT LINED, LENGTH TO FIT.
PIPE
x S
-6"
t" 6" 9o' BEND FL.�
GALVANIZED
_ STEEL LADDER
-ADJUSTABLE STEEL PIPE SUPPORT,
STANCHIONS BOLTED TO FLOOR.
�' ' PUBLIC WORKS 6",8" & 10" DOUBLE DETECTOR CHECK STD. PLAN - 360.2
a► ``'
` '`•` ` DEPARTMENT ASSEMBLY WITH STANDPIPE OUTSIDE
�NSC� INSTALLATION MARCH 2O10
v
4
a
11-1/4° BEND 22-1/2" BEND 45' BEND
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°"4.74.7
11 1/4°
90°d3.5
45' BEND
11 1/4°
FITTING
BEND
TEE
CAP OR PLUG
& 22 1/2°
BEND
& 22 1/2°
BENDCAP
OR PLUG
& 22 1/2'
BENDBEND
BEND
4"
7.0
4.2
4.2
1.7
2.9
1.0
2.2
1.6
1.0
6"
13.3
9.4
9.4
3.8
6.7
1.9
5.0
3.5
1.4
8"
23.3
16.7
16.7
6.7
11.7
3.4
8.8
6.3
2.512"
51 n
379
375
150
26.5
7.5
20.0
14.0
5.6
AREASCALCULATED ON 300 PSI TEST PRESSURE. 3'-O" 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'
TRUST BLOCK BE.
REA REFERS TO
..ICE OF BLOCK M
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 (1-1/2").
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.
TY PUBLIC WORKS CONCRETE BLOCKING FOR STD. PLAN - 330.2
+ + DEPARTMENT HORIZONTAL AND DOWNWARD
F ? VERTICAL BENDS
MARCH 2O10
PLAN
SUMP PUMP DETAIL
v�vJ SCALE: N.T.S.
CONDUIT AND CONNECTION BY
ELECTRICAL SUBCONTRACTOR
I:I1�K�mJ11�[e
1" SDR 35 PVC DISCHARGE PIPE)
FITTINGS, UNIONS AND PIPE
SUPPORT BRACKETS AS NECESSARY.
ATTATCH TO VAULT WALL
SECTION
SUMP PUMP
LDS si
s&hill
Wa c-
4 h C rO CIVIL I STRUCTURAL I SURVEY
4815 CENTER STREET I TACOMA, WA. 98409
V PHONE: (253) 474-9449 I FAX: (253) 474-0153
http://www.sittshill.com/
Project No.: 19480 Project Mgr.: DCD
46449
�O,c ��CI$'[ER�' 1,r Proj. Engineer: DKM/RJJ Proj. Drafter: KLK/DKM
��'S10NAL.
oM" W-422904
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
DEVELOPMENT ENGINEERING
Wanders 05/08/2023
SURVEYED:
SCALE:
AS NOTED
HORIZONTAL- N D 1983/1991
DATUM
C TY OF
RENTON
Planning/Building/Public Works Dept.
BROTHERTON CADILLAC - RENTON
WASTEWATER AND WATER UTILITIES DETAILS
(PRIVATE AND PUBLIC)
DATE:
DESIGNED:
DKM/RJJ
FIELDBOOK:
PAGE:
DRAWN: KLK/DKM
ONE INCH
DRAWING NO:
C5.310
CHECKED: DCD
IFAT NOT L SCNCH
SCALE ACCORDINGLY
REVISION
BY
DATE
APPR
APPROVED:
SHEET: ZO OF:
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