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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 PI
PE PE 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 104NCH 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) 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.
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 BY THE 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.
STD. PLAN - 300.0
®� PUBLIC WORKS WATER PLAN GENERAL. NOTES
DEPARTMENT
MARCH 2O10
Utility Specifications
Water Utility Notes and Specifications
THESE NOTES SHALL APPEAR ON PROJECTS FOR THE WATER UTILITY.
1. All work material shall be in conformance with the standards and specifications of the
City of Renton Planning/Building/Public Works Department and the latest edition of the
WSDOT/APWA Standards and Specifications, as approved and modified by the City of
Renton in the Renton Standard Plans & Specifications. A set of approved plans shall be
kept on site at all times during construction.
2. The hours of work in the street right of way shall be limited to 8:30 AM to 3:30 PM on
weekdays unless otherwise approved in writing by the Public Works Department at
(425) 430-7301. The Police Department, Fire Department, and 911 shall be notified 24
hours in advance of any work in the right of way.
3. All locations of existing utilities shown are approximate and it shall be the contractor's
responsibility to verify the true and correct location so as to avoid damage or
disturbance. For utility locates call 48-hour locators 800-424-5555.
4. An approved Traffic Control Plan is required to be submitted at the Pre -Construction
meeting.
5. Datum for Vertical Control shall be North American Vertical Datum 1988 Meters, and for
Horizontal Control shall be North American Datum 1983/1991 Meters unless otherwise
approved by the City of Renton Public Works Department. Reference benchmark and
elevations are noted on the plans.
6. All watermain pipe is to be cement lined ductile iron pipe conforming to AWWA C110
and C111 or latest revision, thickness Class 52. Cement mortar lining and seal coating
shall conform to AWWA C104 or latest revision. Pipe joints to be push -on or mechanical
joint. Bedding to be Class C. All ductile iron pipe and fittings shall be polyethylene
wrapped per ANSI/AWWA C105/A21.5-93 Standards.
7. Cast iron and ductile iron fittings shall be cement lined, pressure rated as noted on
plans, and in accordance with ANSI/AWWA C110/A21.10-87. Cement lining shall be in
accordance with ANSI/AWWA C104/421/4-90. If fittings are 3 to 12 inches in diameter
and have mechanical joints, the fittings shall in accordance with either ANSI/AWWA
C110-A21.10-87 or ANSI/AWWA C153/A21.53-94. Three (3) inch to 12 inch diameter
fittings, which have mechanical joints and/or flanged joints, shall be in accordance with
ANSI/AWWA C110/A21.10,87 or a combination of ANSI/AWWA C110/A21.10.87 and
ANSI/AWWA C153/A21.53-94 such that the portion of the fitting with a mechanical
joint(s) may be with ANSI/AWWA C153/A21.53-94 and that portion of the fitting with
flanged joint(s) shall be in accordance with AWWA C110/A21.10-87. Acceptance testing
in accordance with section 53.53 of ANSI/AWWA section 10-4.3 of ANSI/AWWA
C110/A21.10-87 shall be obtained by the contractor and transmitted to the owner.
8. Gate valves shall be iron body, bronzed -mounted, double disc with bronze wedging
device and 0-ring stuffing box (AWWA C500) or of resilient seated type (AWWA C509).
CONSTRUCTION NOTES AND DETAILS
RECORD DRAWING
Valves shall be designed for a minimum water operating pressure of 200 psi. Gate
valves shall be Clow List 14, Mueller Company NO. A2380 or M & H.
9. Fire hydrants shall be Corey type (opening with the pressure) or compression type
(opening against pressure) conforming to AWWA C-502-85 with a 6 inch mechanical
joint inlet and a main valve opening (M.V.O.) of 5-1/4 inch, two 2-1/2 inch hose nozzles
with National Standard Threads 7-1/2 threads per inch and one 4 inch pumper nozzle
with the new Seattle Pattern 6 threads per inch, 60 degrees V. Threads: outside
diameter of male thread 4.875 and root diameter 4.6263. Hydrants shall have a 1-1/4
inch pentagon operating nut opened by turning counter clockwise (left).
10. The two 2-1/2 inch hose nozzles shall be fitted with cast iron threaded caps with
operating nut of the same design and proportions as the hydrant stem nut. Caps shall
be fitted with suitable neoprene gaskets for positive water tightness under test
pressures.
11. The 4 inch pumper nozzle shall be fitted with a Storz adapter, 4 inch Seattle Thread x 5
inch Storz. Storz adapter shall be forged and/or extruded 6061-T6 aluminum alloy,
hardcoat anodized. Threaded end portion shall have no lugs and two set screws 180
degrees apart. Storz face to be metal, no gasket to weather. Storz cap to have
synthetic molded rubber gasket, and shall be attached to hydrant adapter with 1/8 inch,
coated, stainless steel, aircraft cable.
12. Fire hydrants shall be painted .with two coats of paint. Preservative paint number 43-
655 safety yellow or approved equal.
13. Pumper connection to face roadway assembly.
14. Fire hydrants shall be installed per City of Renton Standard Detail for fire hydrants,
latest revision.
15. All watermains 10 inches and smaller to maintain a minimum cover of 36 inches below
finish grade. All watermain 12 inches and larger shall be at a minimum of 48 inches
below finish grade. Where utility conflicts occur, watermains are to be lowered to clear.
16. All watermains 6 inches and larger in diameter shall be cleaned with pipe cleaning
"PIGS" prior to disinfection. The `Poly pigs" shall be Girard Industries Aqua Swab -AS or
approved equal, 2 lb/cu. ft. density foam with 90A durometer urethane rubber coating
on the rear of "PIG" only.
17. "PIGS" shall be cylinder shaped with bullet nose or square end. The contractor will
perform the cleaning operation.
18. All watermains and services shall be pressure tested to a minimum of 200 psi or 150 psi
over operating
atln e pressure, In accordance
p g p with the specifications of the City of Renton and
the Washington State Health Department. All pressure testing shall be done in the
presence of a representative of the City of Renton. The quantity of water lost from the
Standard Plans & Specifications 7-11.3(11). The loss in pressure shall not exceed 5 psi
during the 2 hour test period.
19. All watermains and services shall be disinfected by the injection of a 50 ppm (minimum
concentration) chlorine/water solution. Dry Calcium Hypochlorite shall NOT be placed in
the pipe as laid. Chlorine shall be metered/injected in accordance with Section 7-
11.3(12)E or 7-11.3(12)F of the Standard Specifications referenced above.
20. A pre -construction conference is required prior to any construction. A minimum of five
(5) working days notice is required for scheduling.
21. Twenty-four (24) hours notice will be required prior to starting new construction.
22. It shall be the contractor's responsibility to secure all necessary permits prior to starting
construction.
23. Installation of corporate stops, water services, lines and meters shall not be done until
all service agreements, meter applications, construction permits, and payment of fees
have been made to the City of Renton.
24. All connection to existing mains is to be accomplished by the City of Renton, except wet
taps, which may be made by approved wet tap contractors with prior approval from the
Public Works Department. All necessary excavation and materials are to be supplied by
the contractor and be on -site prior to City notifications.
25. Inspection will be accomplished by a representative of the City of Renton. It shall be
the contractor's responsibility to notify Development Services twenty four (24) hours in
advance of backfilling all construction. The contractor, as well as the engineers, shall
keep as -built drawings.
26. Contractor to provide plugs and temporary blow -off assemblies for testing and purity
acceptance prior to final tie-in.
27. All joint restraint systems (shackle rods, nuts, bolts, etc.) shall be as manufactured by
the Star Manufacturing Company of Columbus Ohio, or equal, approved in writing by the
Public Works Department.
28. Asphalt and concrete street paving shall be sawcut to a minimum depth of two (2)
inches. Oil mat streets may be spade cut. All surface concrete, pavement, sidewalks,
curb, gutters, and driveway approaches shall be sawcut to a minimum depth of two (2)
inches or removed to an existing expansion joint.
29. A temporary cold mix asphalt patch shall be placed on the day of initial excavation with
a permanent, sealed patch to be placed, to City of Renton policy, within 10 days. Call
for subgrade inspection prior to placement of final patch.
30. For City projects such as telemetry conduit, the PVC pipe used shall be All chemical
process lines shall be schedule 80 PVC pipe. Schedule 40 in unimproved areas and
schedule 80 PVC pipe under improved areas.
n
v
a
CAP 'I
22-1/2° BEND
TEE
45' BEND
90° BEND
THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOP. HORIZONTAL AND DOWNWARD VERTICAL BENDS
SOIL
FIRM SILT OR
FIP.M SILTY SAND
COMPACT SAND
COMPACT SAND & GRAVEL
9Q°
45' REND
11 1 4°
/
90°
45° BEND
'I1 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
BEND
4"
7.0
4.2
4.2
1,7
2.9
2.1
2.1
1.0
2,2
1.6
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
6.7
11.7
8.4
8.4
3.4
8.8
6.3
6.3
2.5
2"
53.0
7
37.5
7
3 .5
15.0
26.5
18.8
18.8
7.5
20.0
14,0
14.0
5.6
AREAS CALCULATED 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) = Q.D. PIPE + 1.0'
TRUST BLOCK BE,
ZEA REFERS TO
,CE OF BLOCK MI
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 CIE 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.
CONCRETE BLOCKING FOR STD. PLAN - 330.2
PUBLIC WORKS
+ . DEPARTMENT HORIZONTAL AND DOWNWARD
�,- VERTICAL BENDS
MARCH 2O10
IN COMPLIANCE WITH CITY OF RENTON STANDARDS
PRECAST CONCRETE VAULT WITH 3 - 3'x 3'
HINGED I STE A R N E_ PLATE TE COVERS. DIMENSIONS
5'-8"x 11'-2"x "-2" EQUAL TO UTILITY
VAULT OR EQUAL
TOUCH READ PIT LID SENSOR -
MOUNTED ON STEEL PLATE
COVER THROUGH 2" DIA.
DRILLED HOLE IN COVER.
THE BY-PASS ASSEMBLY SHALL BE
INCLUDED AS PART OF THE DETECTOR
DOUBLE CHECK VALVE ASSEMBLY.
Y.
SE
5/8%3/4" SENSUS SRII (TR/PL) METER-�
WITH ICE REGISTER.
CITY PRIVATE
ONE EACH SIDE
4" ADAPTER, FL x SCREWED
4%4%6" BULL HEAD TEE, FL.
6" PIPE FL.x
FL, 2'-0" LOWC.,
z PIPING PIPING
TEE (MJ x FL)
r 3-2" •'
CATE VALVE (FL x MS) ..12-'
s'- 8"
18" FOR 70" ASSEMBLY
17 1/2" FOR 8" ASSEMBLY
18 1/2" FOR 6" ASSEMBLY
` 1r-
+--iu air rn Nin v
12" ALL AROUND j 2 6
CONCRETE
BLOCKING •, •:-..� ,>._
7,_ ALL DETECTOR DOUBLE CHECK VALVE
10", 8" OR 6" FI P,E, ASSEMBLIES SHALL INCLUDE RESILIENT'
SEATED SHUTOFF VALVES AND TEST P A N
PIPE WITH COLLAR 18" COCKS. AND APPROVED }
FROM P.E. CROSS -CONNECTION CONTROL
10"- 3'-8" LONG ASSEMBLIES PER DEPARTMENT OF
8"- 3'-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.
-_
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� III
Ilr'�-
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11SM
l' .�11
TOUCH READ PIT LID SENSOR MOUNTED
ON STEEL PLATE COVER THROUGH 2" DIA.
NOTE: DRILLED HOLE IN COVER.
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
3. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER 1/2" FOR 8" ASSEMBLY '18
VALVES AT THE TIME OF INSTALLATION TO CENTER 1/2" FOR 6" ASSEMBLY -- --
THE PIPE IN VAULT OPENING. AFTER COMPLETE 5/8"x3/4" INVENSYS
INSTALLATION REMOVE THE TEMPORARY SUPPORT TP,-PL METER NTH 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
BY-PASS DCVA MUST BE TESTED SATISFACTORILY
BY A DEFT. 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.
4% 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
MUEI_I_ER CO. A-2600-6 WITH BALL
DRIP VALVE AT BOTTOM
INSTALL EPDXY NON -SHRINK
GRO
UT T TYP. 6" PIPE, FL.x FL. 3'O" LONG
6"& T ASSEMBLY. 6" SHORT
m RADIUS 90' BEND FL.
10' ASSEMBLY 90' 8' X6"
REDUCING BEND FL.
TO BUILDING
DEADMAN
BLOCK
REQUIRED.
Z10",8",6" FL x MJ ADAPTOR
10" ASSEMBLY 10"x1O%8"TEE FL.
8" ASSEMBLY 8%8"4" TEE, FL. 6"
ASSEMBLY 6'x6"x6' TEE, FL.
10", 8", OR 6" GATE VALVE, FL,x MJ,
WITH INDICATOR POST. INDICATOR
POST VALVE SAME SIZE AS DOUBLE
CHECK VALVE (MUELL.ER CO. OR
EQUAL), PAINTED RED.
10", 8", OR 6" DUCTILE IRON
CLASS 52 NIPPLE PIPE,
CEMENT LINED, LENGTH TO FIT.
3"
36
6" PIPE r
FL_ x�SCREN!
2'-6" 3'�2'
I 6" 90° BEND FL. -
GALVANIZED
STEEL LADDER
COMPACTED FOUNDATION --/
6. INSTALL BRASS y," FLARE TEST COCKS WITH Y,," GRAVEL
FLARE CAPS. ADJUSTABLE STEEL PIPE SUPPORT,
STANCHIONS BOLTED TO FLOOR.
END VIEW
6"18" & 10" DOUBLE DETECTOR CHECK STD. PLAN - 360.2
PUBLIC WORKS
DEPARTMENT ASSEMBLY WITH STANDPIPE OUTSIDE
�N�o• INSTALLATION MARCH 2O10
AS -BUILT
"CERTIFY THAT THE INFORMATION SHOWN HEREON WHICH WAS
AS -BUILT BY BARGHAUSEN CONSULTING ENGINEERS, AND MAY
INCLUDE LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD
CONDITIONS AS DETERMINED BY ME (ALI SADR) OR UNDER MY
DIRECT SUPERVISION ON THIS DATE: 07-26-2019."
SIGNATURE: ( �^ 01 U C/ I
CITY OF RENTON
COMMUNITY AND ECONOMIC DEVELOPMENT
Pot AA�R RENTON HOTEL PERMIT #U15008433 �V 0
ti� m >>�►,�, . 2 CONSTRUCTION NOTES AND DETAILS
z ENGINEER: MARRIOTT RESIDENCE INN
BARGHAUSEN CONSULTING ENGINEERS n / \
o =
2466O DESIGNED AS
1 18215 72ND AVENUE SOUTH .y , DATE 09/14/2015 FILE NO.
� KENT, WA 98032 sG j� �� ° �' DRAWN MB
ss/0NAL F(425)251-6222 `TANG ENG�N��� CHECKED AS SCALE N/A FIELD BOOK PAGE_
(425)251-8782 FAX
07/26/2019 CONTACT: DAN BALMELLI APPROVED C13 20
DIRECTOR of PUBLIC WORKS SHEET OF
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