HomeMy WebLinkAboutW-393006C)
M
M
I
CMMV
I.�
1-1/2" AND 2" WATER SERVICE DETAIL
CAUTION: VALVE BOX SHOULD NOT REST ON i0 11
PIPE. LATER COMPACTION IN AREA OF VALVE BOX
COULD CAUSE THE BREAKAGE OF THE SERVICE 2,
CITY
w
PIPING
z
J
IN UNIMPROVED
w
Z
>
RIGHT-OF-WAY INSTALL METER
BOX AT PROPERTY LINE WITH
w
12" LONG COPPER TAILPIECE
O
d
9" MIN.
12" MAX.
ZXD
9 M;
-LEAVE EXPOSED , o
N
12"
BY PASS NOT ALLOWED
FOR IRRIGATION METERS
1
PRIVATE
PIPING
1 CRUSHED ROCK
BASE TO SUPPORT
A - A VAULT.
DRILL 2' DIA. HOLE FOR
TOUCHREAD DEVICE QUICK -JOINT
COUPLING x MIPT CAST IRON OR DUCTILE IRON WATERMAIN
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
-F MORE THAN ONE RIB.
TYPICAL RIB
MATERIAL LIST FOR 2" SERVICE: METER LOCATED IN PLANTING STRIP MATERIAL LIST FOR 1-1/2" SERVICE: METER LOCATED IN PLANTING STRIP
BETWEEN CURB & SIDEWALK BETWEEN CURB & SIDEWALK
1. 2" topped tee, on new water main. 1. 2" topped 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, 3. 2" resilient seat gate valve with threaded ends, square operating nut, and
and valve nut extension if required (see standard detail 330.1). valve nut extension if required (see standard detail 330.1).
4. Two piece cast iron valve box. Standard 8" top section with regular 4. Two piece cast iron valve box Standard 8" top section with regular base
base section, length to fit, "lug" type cover. 2" brass bushing (MIPT x section. length to fit, "lug' type cover.
FIPT). 5. 2" X 1-1/2" hex brass bushing (MIPT x FIPT). 2 each 1-1/2" brass or
5. 2 each 2" brass or bronze nipples 6" length. threaded ends- 2 each bronze nipples 6' length. threaded ends. 2 each 1-1/2"-90' brass or
2"-90' brass or bronze elbows (FIPT x FIPT).
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 7. 1-1/2" soft copper tubing type K or brass nipples (MIPT x MIPT), length
fit. to fit.
B. 2" threaded brass 90' ell. 8. 1-1/2" threaded brass 90' ell, for Ford L44-77 or equal.
9. 2" Customsetter with by-pass Ford: VBH 86-128-11-77 x 17-3 1V 9. 1-1/2" Customsetter with t ass Ford: VBH 86-12B-11-66 x
), McDonald Brass: 3OB715WDFF775 or Mueller B-1427-2, with flanged 13-3/167, McDonald Brass: 3OB612WDFF665 or Mueller B-1427-1 1/2",
angle bull valve and padlock wings on inlet and angle check valve with flanged angle ball valve and padlock wings on inlet, and angle check
outlet, ball valve on bypass with padlock wings. Customsetter shall valve outlet, ball valve on bypass with padlock wings. Customsetter shall
have vertical inlet and outlet. have vertical inlet and outlet.
10. Rigid meter spreader to be supplied and installed in meter setter by 10. Rigid meter spreader to be supplied and installed in meter setter by
contractor. contractor.
11. Water meter shall be supplied and installed by City of Renton upon 11. Water meter shall be supplied and installed by City of Renton upon
payment of all related water meter fee and satisfactory pressure and payment of all related water meter fee and satisfactory pressure and
purity tests. purity tests.
12. 17"x3O" Plastic meter box equal to Mid -States Plastics, Inc. BCF Series 12. 17'x30' Plastic meter box equal to Mid -States Plastics, Inc. BCF Series
MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x31" MSBCF 1730-18 with 2" thick Ductile iron diamond plate cover 18"x31"
equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole equal to Mid -States Plastics, Inc. MSCBC-1730-R with 2" drilled hole for
for touchreod pit lid, and meter read lid. touchread pit lid.
13. 2" coupling (compression x FIPT) with 2" plug (MIPT), Ford C-14-66 13. 1-1/2" coupling (compression x FIPT) with 1-1/2" plug (MIPT), Ford
or equal. The property owner is responsible for any necessary adaptation or C-14-66 or equal. The property owner is responsible for any necessary
extension of water service. 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.
STD. PLAN - 320.2
�► � � PUBLIC WORKS 1 '2'" AND 2" WATER SERVICE LOCATED
DEPARTMENT IN PLANTING STRIP
MARCH 2O10
WATER SERVICE LOCATED IN PLANTING STRIP
(COR STD. PLAN 320.2)
NOT TO SCALE
GENERAL WATER NOTES
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.
AS -BUILT
I CERTIFY THAT THE INFORMATION SHOWN HEREON
WHICH WAS AS -BUILT BY AHBL ,AND MAY INCLUDE NOTICE
LOCATIONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND ALTERAnaNaFTHISDOCI1YENrSHALLNviUIDA1ETIE
PROFES90NAL SEAL AND SIGNATURE PUBLICATION OF
AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING THISDOCI11E11TD0ESNorDEROGAIEFROMRESERVED
OINERSIIP RNAi1S N R THIS DOCUIENT IS FOR USE
FIELD CONDICTIONS AS DETERMINED BY ME OR UNDER MY �YFGRTHEPRo,IEcrIDENTIREDNTHEnTLEeloac
AND IS NOT TO BE USED FOR REPAN, REMODEL OR
DIRECT SUPERVISION ON THIS DATE: 08/23/2019. AoanorlTonlArPRo,ECTaRFGRANYOTHBtPROJEcr.
W
a
z
Ld
REGISTER SHALL BE TOUCH READ PIT LID -
(TR-PL) AND BE INTELLIGENT COMMUNICATION
ENCODER TYPE (ICE). METER MUST READ IN
Cu. FT.
4" 90" BEND (MJ)
"GAE
-,Mal)
OR
47 POST INDICATOR VALVE
(MJxMJ) PAINTED BLUE
2-3/4" SHACKLE RODS PER CITY
OF RENTON SPECIFICATIONS
4' 90- SEND (MJ)
�INSTALL IN TEST
PORT A 2"x2'
12' \ 13 LF C D.I. BRASS NIPPLE WITH
A 2" RESILIENT
SEATED BRASS GATE
VALVE AND 2" PLUG.
J LADDER PATH
SUPPORT BARS _'2 -4
4" R.MJ ADAPTOR
v PER OSHA
TO BUILDING
�� EPDXY NON -SHRINK
GROUT .�4„
4" TEE (MJxFL)
WELDED STEEL COLLAR CITY PRIVATE
TOUCH READ PIT LID SENSOR MOUNTED ON
STEEL PLATE COVER THROUGH 2" DIA. PIPING PIPING
DRILLED HOLE IN COVER. LOCATE HOLE 2Xz' DEADMAN BLOCK
FROM EDGE OF PIT LID AND RIBS. ( TEE REQUIRED WITH
(FL) SHACKLING TO TEE
PRECAST CONCRETE VAULT WITH 2 3"x3" HINGED STEEL
PLATE COVER. OUTSIDE DIMENSIONS 4'-8"x7'-6"_
(EQUAL TO PIPE INC., OR UTILITY VAULT WITH
57-7L-B, 2 SxS DIAMOND PLATE DOORS) SENSUS MODEL 520R RADIO
READ PIT SET SENSOR
MOUNTED ON STEEL PLATE TWO PIECE CAST IRON VALVE BOX,
6",4" OR 3' GATE VALVE (FLXFL) COVER THROUGH 2' DIA EQUAL TO OLYMPIC FOUNDRY CO.
NON -RISING STEM WITH HAND WHEEL DRILLED HOLE IN COVER STANDARD 8" TOP SECTION, WITH
EQUAL TO MUELLER CO.A-2380-6. REGULAR BASE SECTION LENGTH TO FI-
E" OR 4" (FLxPE) CEMENT LINED
DUCTILE IRON PIPE CLASS 52 S-6"
LONG WITH COLLAR 20' FROM P.E.
EQUAL TO THOSE SUPPLIED BY PACIFIC 3" 4" VALVE NUT EXTENSION IF REQUIRED
WATER WORKS CO. INC. (DWG BR46/PAGE B090)
FLOW- I lti
12" AROUND
12' -
6",4' OR 3' COMPOUND WATER METER (FL)
EQUAL TO SENSUS SRII COMPOUND METER WITH
TOUCHREAD PITUD I.C.E. REGISTER & SENSOR ZADJUSTABLE
WITH 4 WHEEL HIGH RESOLUTION 100 CUBIC ( STEEL
FEET) REGISTER. FOR 3" METER, REDUCE AT PIPE SUPPORT
METER WITH 4'X3" FLxFL CONCENTRIC STANCHION BOLTED
REDUCER. TO FLOOR
GENERAL NOTES:
ALL METERS AND BACKFLOW PREVENTION DEVICE COMBINATIONS ARE
NOT SHOWN OR INCLUDED IN THE STANDARD DETAIL DRAWINGS. IF
YOUR PARTICULAR COMBINATION IS NOT SHOWN, AN APPROVED
DRAWING WALL BE REQUIRED BY THE UTILITY ENGINEERING DEPT. FOR
ITS INSTALLATION.
THE PRINCIPAL REQUIREMENTS REGARDING VAULT SIZING ARE THE
LENGTH OF FITTINGS OR THEIR CLEARANCE FROM THE VAULT WALLS,
(WHICH CLEARANCE SHALL BE A MINIMUM OF 12" FROM THE ENDS AND
THE SIDE CLEARANCE SHOULD BE AS TYPICALLY SHOWN ON THE
VARIOUS STANDARD DETAILS).
NOTE: DEADMAN BLOCK SHALL BE DESIGNED AND INSTALLED SO IT
SEARS AGAINST SUFFICIENT UNDISTURBED EARTH SO AS TO SUPPORT
THE DESIGNED THRUST.
6", 4" OR 3" GATE VALVE
(FLxMJ) EQUAL TO
MUELLER CO. A-2380-20.
TO BUILDING
4"
CITY PRIVATE
PIPING PIPING
6" OR 4" PExPE CEMENT
LINED DUCTILE IRON PIPE
CLASS 52- LENGTH TO FIT.
6" OR C FLEXIBLE FLANGED
COUPLING ADAPTOR. ROMAC
OR APPROVED EQUAL
STD. PLAN - 320.4
i►�� PUBLIC WORKS 3", 4" & 6" COMPOUND DOMESTIC
DEPARTMENT WATER METER ASSEMBLY
MARCH 2O10
�'NTQ
COMPOUND DOMESTIC WATER METER
ASSEMBLY (COR STD. PLAN 320.4)
NOT TO SCALE
8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING
DEVICE AND O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509).
UTILITY SPECIFICATIONS 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
3-655 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.
pf Trash 1��'Jy
■ - 3
Jf11 2
�� �EGII $�E F� �y�� T A C O M A • SEATTLE • SPOKANE •TRI-CITIES 1
�SSIONAL E��l 2215 North 30th Street, Suite 300 Tacoma, WA 98403 NO.
/23/201 9253.383.2422 TEL 253.383.2572 FAX www.ahbl.com NEB
RAMP REVISION
STORM DRAINAGE REVISIONS
CITY COMMENTS
ADDENDUM NO. 3
ADDENDUM NO. 1
REVISION
W
z
> J
3: E-
Iw
L�
� 10
cifH
0
ddo
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.
PUBLIC WORKS 34" TO 2" DOUBLE CHECK VALVE STD. PLAN - 340.8
�►
* � ` ASSEMBLY FOR IRRIGATION OR
DEPARTMENT
RESIDENTIAL FIRE SPRINKLER MARCH 2O10
DOUBLE CHECK VALVE ASSEMBLY FOR
IRRIGATION (COR STD. PLAN 340.8)
NOT TO SCALE
fr A�07i
❑❑
0
T
T
o
OUTFACE
TD STREAM(DUMP
NO POLLUTANT
TOP
24"
7 OR 8 EQUAL SPACES
,n _DIRECTION OF FLOW
SECTION O
ISOMETRIC
1`tY O
PUBLIC WORKS
�NTO� DEPARTMENT
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 PRESSURE, IN ACCORDANCE 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 MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF
RENTON UTILITY SPECIFICATIONS 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
SLOT -SEE DETAIL
AND NOTE 1
J
SECTION O
1/2'
1 1/4"
BOLT -DOWN SLOT DETAIL
SEE NOTE t
NOTES
I. Provide two slots in the grate that are vertically aligned
with the holes in the frame. Location of bolt -down slots
varies among different manufacturers.
2. Refer to Standard Specification 9-05.15(2) for additional
requirements.
3. Unless otherwise specified, vaned grates shall be used with standard frame
in the travel way, gutter or shoulder. vaned grates shall not be located
within crossroads. Use vaned grates along rolled curbs.
RECTANGULAR MD. PLAN - 204.20
VANED GRATE
MARCH 2O08
RECTANGULAR VANED GRATE
(COR STD. PLAN 204.20)
NOT TO SCALE
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.
CONSTRUCTION RECORD DRAWINGS
WJF
2/22/181
WJF
SURVEYED:
D. FOLLANSBEE
SCALE:
AS SHOWN
HORZONI NAD D1983/11991
�� U
�`� CITY OF
WJF
12/13/17
WJF
DESIGNED:
G. TAUSCHECK
�� 10 RENTON
WJF
4/21/17
WJF
DRAWN:
WJF
3/17/17
WJF
F. KATONA
ONE INCH
AT FULL SCALE
IF NOT ONE INCH
DATUM
Plonnin Buildin Public Works Dept.
g/ g/ p
WJF
3/1/17
WJF
CHECKED:
W. FIERST
BY
DATE
APPR
SCALE ACCORDINGLY
APPROVED:
S. COMFORT
APPROVED FOR CONSTRUCTION
SUBJECT TO ERRORS AND OMISSIONS
BY:
DATE:
BY:
DATE:
BY:
DATE:
BY:
DATE:
SARTORI ELEMENTARY SCHOOL 05/04/2017
FIELDRENTON SCHOOL DISTRICT PAGE: OK:
PAGE:
WATER NOTES AND DRAWING N0:
DETAILS III C7.7
SHEET:37 OF:
CV
O
CD
CD
C9
W-393006