HomeMy WebLinkAboutWTR2703096.3FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110
OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929
o AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT
Y INLET WITH LUGS.
0
m z 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS
3 - NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF
o SEATTLE THREADS WITH A STORTZ ADAPTOR, 4" SEATTLE THREAD
X 5' STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 18' TO 20'
1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE FOR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB
PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE
PAINT No. 43-655 SAFETY YELLOW OR APPROVED EQUAL. MAX 4"
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY FOR 4-1/2" TRENCH. MIN 2" RAISED PAVEMENT MARKER TYPE 88 A8
FIRE HYDRANT EXTENTION TO BE USED IF REQUIRED. STIMSONITE TWO-WAY BLUE.
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ONE MAN ROCK -
t
6
FINISH GRADE
TWO-PIECE CAST IRON VALVE BOX. EQUAL TO OLYMIC
FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR
CONCRETE BLOCKING BASE SECTION LENGTH TO FIT.
\< , CONCRETE BLOCKING
CAST IRON TEE. WITH 6" FLANGE SIDE OUTLET.
6' GATE VALVE (FL X MJ) EQUAL TO MUELLER CO. A-2380-16
6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4"
16" x 8" x 4" MININUM STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
CONCRETE BLOCK 7 CU. FT. MINIMUM WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN.
FIRE HYDRANT ASSEMBLY
LEVEL ALL GROUND
MIN 3' RADIUS
LEVEL ALL GROUND
MIN 3' RADIUS
5" STORTZ
FIRE HYDRANT ASSEMBLY DETAIL
CUT
FILL
ADOPTED
CITY OF RENTON
HYDRANT LOCATION IN CUT OR FILL
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Standard plans
1ST DATES/18/95
5 18 95
Revised Pumper Port
DCV
DT
12/15/9
Corrected text & Changed paint color
IRTM
I DT
DATE
I REVISION
I BY IAPPR'DI
DWG. NAME: BR24 SP PAGE: B102
12-22" CONCRETE METER
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IN UNIMPROVED RIGHT OF WAY z
BOX WITH 3/16" STEEL DIAMOND PLATE
INSTALL METER BOX AT
COVER EQUAL TO FOG TITE METER
PROPERTY LINE.
SEAL CO. B-10 METER BOX.w
CL
(DRILL 1-3/4" DIA. HOLE
SEE DETAIL A -A) 6" MIN.
a-
SIDEWALK a-
9" MAX.
zi
Q L o TOUCHREAD WATER METER 12" MIN
O O 0 v ^v TO BE SUPPLIED BY THE CITY
C 36" MIN. COVER 36" MIN COVER
TYPE "K" SOFT
U COPPER TUBING
� 22-1/� °
E-asiFORD COPPERSETTER
W VH 172-15W-44-33G FOR 5�8" x 3 4" METER)
F�1 VH 174-15W-44-44G (FOR 1' METER
BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER.
C NEW DUCTILE IRON LOOP DOWN TO CENTERLINE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE 3/4" OR 1"
WATERMAIN OF WATER MAIN TO PROVIDE ON OUTLET. GALVANIZED PLUG
SLACK IN COPPER SERVICE
- - LINE TO METER. ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER.
IF SERVICE LINE TO HOUSE IS TO BE
m CORPORATION STOP. FORD TAPERED INSTALLED IN THE FUTURE INSTALL
� THREAD (CC). PACK JOINT (3 4" F1000) FORD C14-33 OR 44
l 01 �" F1000) / - / FIDT x COMPRESSION COUPLING
�� � I •C TYPICAL RIB 1--1 f--t
0 TO CHREAD DEVICE. HOLE FOR
NOTE:
FOR SERVICE FROM THE CENTER OF THE HOLE J - - -
EXISTING STEEL ASBESTOS MUST BE AT LEAST 1" FROM _
CEMENT OR PVC WATER - 2-1/2" MIN. FROM 3/4" & 1" WATER SERVICE
MAINS INSTALL DOUBLE UNDERNEATH RIBS UNLESS 7 F
m THE RIB SPACING ALLOWS NEAREST AND
�M STRAP SERVICE CLAMP THE NUT TO TIGHTEN AGAINST + FRONT EDGE OF ADOPTED
EQUAL TO MUELLER CO. THE OPEN SIDE OF MORE PIT LID
- OF RENTON
o THAN ONE RIB.
ao EXISTING CAST IRON 9tandnrd plena
Zz H- OR DUCTILE IRON tar DATE: s/oz
a/zT/oz Am wic a arrta u° r°a T°uc"eia ,c ,a
a w Q WATERMAIN 10/1s/oe m roc*
0 DWG. NAME: BR41 SP PAGE:B106
z DATE REVISION BY APPR
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1/2" WEB 8 PL.
1/2" x 3" x 3/8" NON-SKID PATTERN CAST INTEGRAL ON TOP
li w z z o o n �2624/6"��L„
U 0 0 0 0 25-1/a
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ZI �ZO 6"
Z Q
1-1-1/4" � 3/4"
COO) Q � U
33-I/a"
l
FRAME (NON -LOCKING)
COVER (NON -LOCKING)
B
TYP.
AP 5/8-11 N.C.
ONL23" B.C.(TYP. 3 PL.)
FRAME (LOCKING)
FOR 5/8"-11 N.C. x 1-1/4"
S.S. SOC. HD. CAP SCREW (3 REQ'D.)
-'- NON-SKID PATTERN
2" RAISED LETTERS AS
REQ'D. SEE NOTE No.3 BELOW
DERSIDE SHOWN FOR CLARITY
DRE (TYP.) ON 23" B.C.
L 1-1/2" CORE(TYP.) (LOCKING)
1-3/8"
5/8" F3/8" F F--
ill SEAT I-
2s"
MANHOLE FRAME AND COVER
NOTES:
ADOPTED
1. FOR NON -LOCKING USE OLYMPIC FOUNDRY No. MH 30 OR EQUAL.
CITY OF RENTON
2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL.
3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), Standard ply
SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"). LST DATE: 12/15/91
DATE I REVISION I BY IAPPR DWG. NAME: BR29 SP PAGE:6074
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m ir
Z W T* ..s � 6
PROPERTY LINE
3'-0" MIN.
6'-0" FUTURE
6" BUILDING SEWER PIPE
BUILDING SEWER
2"x 4" STUD SERVICE MARKER PAINT UPPER
w
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\-TEE WITH 6" SIDE OUTLET
J
PORTION WHITE ANS STENCIL ON SIDE
}
WARDING 'SEWER' WITH 3" HIGH BLACK LETTERS
AND #6 WIRE WRAPPED AROUND THE STUD AND
6" SIDE SEWER AND BUILDING SEWER
w
EXTENDED TO THE TOP OF THE STUD,
o
UNLESS OTHERWISE APPROVED BY THE CITY MAKE TAP THROUGH CAST
IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS
WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN,
60" ALLOWABLE MAX, VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, D1 PIPE AND Cl
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE,
1,36 IX
*TEMh �t� SONG
1P+ 2� PNGE $�00
MAN MPS CREW
GON 2 MIN SLOPE
RIZONTAL
6" SIDE OUTLETTEE
6" MIN.WER MAIN
SEWER MAIN
STANDARD SIDE SEWER INSTALLATION
CONCRETE BLOCKING ANGLE (SEWER MAIN TO PROPERTY LINE)
OF TEE AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION
ADOPTED
NOTE, CITY OF RENTON
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY ♦ ♦ Standard plena
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER, LST DATE: 12/15/91
DATE REVISION BY APPR DWG. NAME: BR39 SP PAGE: 8078
RAISE-1/2"
WIDE BORDER
3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
a■
CAST IRON RING AND COVER
PIPE MATERIAL AS SPECIFIED
BY THE ENGINEER
CONCRETE
CLASS 3000
12" 9
FIBER
PACKII
45" (1/9)
PLUG TO BE SEALED 6 INCH OR 8 INCH CLEAN -OUT
IN SAME MANNER AS
MAIN SEWER JOINTS.
ADOPTED
CITY OF RENTON
Standard plane
LST DATE: 12/15/91
DATE 11 REVISION BY APPR DWG. NAME: BW18B SP PAGE: B076
WATER MAIN
IF ADDITI❑NAL ADJUSTMENT IS
REQUIRED, INSTALL 2-2" CLOSE
NIPPLE AND 2-2' 900BEND, SCREWED
AT THIS POINT,
FIELD LOCATE
CONCRETE METER BOX
2" CLOSE NIPPLE 2" CLOSE NIPPLE
2' 90° ELBOW 2" 90 ELBOW
h' .:..
2" GALVANIZED PIPE AS REQUIRED
CONCRETE BL❑CKING _
TWO PIECE CAST IR❑N VALVE
EQUAL TO OLYMPIC FOUNDRY CO, 61MAx, GROUND LINE CONCRETE
STANDARD 8' TOP SECTI❑N, WITH r SIDEWALK
REGULAR BASE SECTION LENGTH
TO FIT,
2-1/2' NST (HOSE)
MO
2" GATE VALVE, SCREWED BLOW -OFF HYDRANT EQUAL TO FILL
2' GALVANIZED #78 KUPFERLE FOUNDRY CO,
PIPE 12' LONG
2'x2'x2' TEE
2" CLOSE NIPPLE BEWTEEN
TEE AND 90° ELBOW.
2° CLOSE NIPPLE
BETWEEN CAP OR PLUG 2" 90' ELBOW
AND 2° 900 ELBOW ::Z_INSTALL 4 MIL POLYETHYLENE 2' GALVANIZED PIPE
PLASTIC COVER OVER WASHED 18° LONG
GRAVEL. CUT HOLE FOR PIPE Via.
• A: • ,
18, MAX. 2" CAP WITH 1/8" -_
r . . •;.' • TAP FOR DRAIN
10 CU. FT. WASHED GRAVEL PASSING
1-1/2' AND RETAINED ON 1/4' MESH
FOR DRAIN
ELEVATI❑N PERMANENT 2" BLOW -OFF ASSEMBLY
(FOR 8" MAINS AND SMALLER)
PERMANENT 2" BL❑W-❑FF ASSEMBLY
\ O ADOPTED
CITY OF RENTON
Standard plans
` LST DATE:12/15/91
DATE REVISION BY APPR D DWG. NAME: BR25A SP PAGE: B105
By:
By:
By:
By:
RECOMMENDED FOR APPRON
Date:
Date:
Date
Date
SANITARY SEWER NOTES AND SPECIFICATIONS
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND WATER UTILITY - GENERAL NOTES
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION
OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION
2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 A.M. TO OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF
3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING
OF PUBLIC WORKS AT 235-2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE CONSTRUCTION.
APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE
DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 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 DEPARTMENT OF
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPECIFICATIONS FOR PUBLIC WORKS AT 235-2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE
MUNICIPAL PUBLIC WORKS CONSTRUCTION" PREPARED BY WASHINGTON STATE CHAPTER APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE
AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
STANDARD SPECIFICATIONS,
3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
4. 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
CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE, CALL 48-HOUR LOCATORS,
AVOID DAMAGE OR DISTURBANCE. 1-800-424-5555.
5. A PRECONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO
STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52 CEMENT MORTAR
SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE
BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105-77 STANDARDS.
ADVANCE OF BACKFILLING ALL CONSTRUCTION.
5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. CEMENT
CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-85. IF FITTINGS ARE
SITE. 3 INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL
BE IN ACCORDANCE WITH EITHER ANSI AWWA C110 A21.10-82 OR
/ /
IT SHALL BE THE RE
SPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND
ANY - - ANSI/AWWA C153/A21.53 84. 3 INCH TO 12-INCH DIAMETER FITTINGS WHICH HAVE
OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH
ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF ANSI/AWWA C110/A21.10.82 AND
8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE FITTING WITH A
PRECEDENCE OVER ALL OTHER PLANS. MECHANICAL JOINT(S), MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53-84 AND
THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION ANSI/AWWA C110/A21.10-82. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53-5.3
IS IN PROGRESS. OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-82
SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER,
10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF
THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY,
PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. BRONZED -MOUNTED DOUBLE DISK WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING
BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M&H AL
AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED IN A VAULT. SEE WATT
LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALS LION.
FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE T T OR 0 HE SIDE OF THE TRENCH.
MATERIALS TO COMPLETE THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED. 7. FIRE HYDRANTS SHALL
BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO
AWWA C-504-80 WITH A 5-INCH INLET AND A M.V.O. OF 5 INCHES, TWO 2/ 1/2 INCH HOSE
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY NOZZLES WITH NATIONAL STANDARD 7-INCH, 60 DEGREES V. THREADS, O.D. THREAD 4.87E
SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED. CUTS INTO AND ROOT DIAMETER 4.6263, 1 1/4-INCH PENTAGON OPERATING NUT OPENED BY TURNINt
THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A COUNTER CLOCKWISE (LEFT).
TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE PLACED WITHIN 10 DAYS AND 8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES
SHALL BE PER CITY OF RENTON CURRENT STANDARDS. BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM
OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. TO BE LOWERED TO CLEAR.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE 9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER SHALL BE CLEANED WITH PIPE
SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON -SITE EROSION AFTER THE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES
COMPLETION OF CONSTRUCTION. AQUA SWAB -AS OR APPROVED EQUAL .2 LB/CU FT. DENSITY FOAM WITH 90A DUROMETER
URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. "PIGS" SHALL BE CYLINDER
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE
ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD CLEANING OPERATION.
SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL 9A. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI
AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE
SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE
UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON.
PIPE.
9B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE
ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50. 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
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM REFERENCED IN 1 ABOVE.
18 INCHES ABOVE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL
DIRECTIONS TO MATCH PAVING. 10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION.
MINIMUM OF 3 (THREE) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO
SCHEDULING THE PRECONSTRUCTION CONFERENCE, A PERMIT INFORMATION SHEET MUST
BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE
-- -- MANHOLE FRAME AND COVER REQUIRED PRIOR TO STARTING NEW CONSTRUCTION.
6' SEE DRAWING BR29 NOTES:
12" MAX. '' - - ADJUSTMENT (4" MiN) STEPS To BE 3/4" DEFORMED BAR GALVANIZED SAFETY 11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS
�- -- STEPS OR EQUAL.
P - -- CONE 2. STEPS ARE TO BE IN PLACE BEFORE MAN -IDLE SLCTONq PRIOR TO STARTING CONSTRUCTION.
ARE INSTALLED.
l� RUBBER cASKETED JOINTS 3. CASTING TO S BE PER DRAWING O eEIN WATER SERVICES, LINES AND METERS SHALL NO" ?L
4. MANHOLE SECTIONS r0 BE OF REINFORCED PRECAST 12. INSTALLATION OF CORPORATE STOPS,
IN AG":ORDANCE WITH ASTM C-443 CONCRETE_ DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS,
4" MIN. �:� 5. A!_L JOINTS SHALL BE GROUTED.
STEPS - 3/4" DEFORMED BAR 6, SANITARY S-;I-R MANHOLES SHALL HAVE ALL INTERIOR AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON.
STEPS SHALL BE INC._UDFD SURFACES,.NCLUDING CHANNELING, COATED (SEALED)
WITH A HIGH SOLIDS URETHANE COATING;
CONCRETE R'SER BY ?IPE INC.. WASSER MC-CONSEAL OR APPROVED EQUAL; 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON,
7' MIN. OR APPROVED EQUAL. COLOR OF COATING SHAL_ BE WHITE. EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH
48" Z RUBBER GASKETEC JOINTS S-dAll BE IN CONFORMANCE
WITH ASTM C-443. PRIOR APPROVAL FROM THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY
8. CHANNEL HEIGHT SHALL BE A MINIMJM of 3/4 THE INSIDE
DIAMETER. OF THE LARGEST PIPE. EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR
L MAX. PIPE SIZE - 21" I.D. 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK TO CITY NOTIFICATIONS.
12" (TYP) ADAPTOR, KOR-N-SEAL BOOTS OR APPROVED EQUAL.
LADDER -STD. ALUMINUM
OR cALVAN zEo STEEL 14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT
T R CONCRETE SHELF SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24
HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS
1 - PRECAST BASE SECTION OR CAST IN SHELF. THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS.
6" M 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING
6" MIN. (TYP) AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN.
O SHACKLE
ALL JOINT RESTRAINT SYSTEMS 16 MANHOLE T AYPICAL DETAIL . , RODS, NUTS, BOLTS, ETC.
S,AN'-ARY MANHOLE TYPICAL DETAIL SANITARY M) SHALL BE AS
1�Y,o ADOPTED MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS, OHIO OR EQUAL
NOT -0 SCALE \; CITY OF RENTON APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS.
STANDARD PLANS
OAT= E°Tr° TEXT REVISION BY AP?R'p FN.TO
-- A` LST DATE: 12/96 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAW CUT TO A MINIMUM DEPTH OF
i,B/95 ADD C NOTE. EDIT TEXT
DING. NAME: eR26 SP PACE: Bo71 TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT,
SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAW CUT TO A
MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT.
18. 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 TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF
FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN
W41o30906 APPROVAL OF THE INSPECTOR.
19. FOR CITY PROJECTS SUCH A TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE
SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 UNDER IMPROVED AREAS. ALL
CHEMICAL PROCESS LINES SHALL BE SCHEDULED 80 PVC PIPE.
DEVELOPER:
MICHAEL J. PRITTIE/ROBERT SMITH
�p� P GRO,
W A,;111.
8910 8TH AVENUE N.E.
�F
SEATTLE, WA 98115
41
MIKE PRITTIE (206) 544-0212
ENGINEER/PLANNER/SURVEYOR:
�o 2-3975 p ��
BARGHAUSEN CONSULTING ENGINEERS, INC.
/ S T 0,
18215 72ND AVENUE SOUTH
s/DNA L ECG\ •�J
KENT, WA 98032
(425)251-6222
EXPIRES 6-10-03
(425)251-8782 FAX
CITY OF RENTON
E::,EPARTMENT OF PUBLIC WORKS
OUTES AND DETAILS
DESIGNED
DRAWN -
CHECKED
APPROVED
WLETON SHORT PLAT
DATE 9/26/02 FILE NO.
SCALE AS SHOWN FIELD BOOK- PAGPAGEREc z s SHEET C8 OF 8
D3
c\
0
X
0
I I
0
V
(!)
0
CD
N
N
N
O
a;
E
i=
C7
N
I
N
Q)
0)
c
C
i
00
N
c_
0
CD
CD
CD