HomeMy WebLinkAboutWTR2702954.3SANITARY SEWER NOTES AND SPECIFICA11ONS WATER LMLITY - GENERAL NOTES
I0 FIRE HYDRANT SHALL BE COREY-TYPE EQUAL TO IOWA F-5110
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
OR COMPRESSION TYPE SUCH AS GLOW MEDALLION; M IC H 929
0 AND MUELLER SUPER CENTURION 200 WITH 6" MECHANICAL JOINT SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION
o z INLET WITH LUGS.
C) z 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS PROPERTY LINE OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF
w z iw NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF
RENTON. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING
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S WITH A STORTZ ADAPTOR 4" SEATTLE THREAD I o TATTLE THREADS 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 A.M. TO CONSTRUCTION.
X 5' STORTZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 18" TO 20" 3'-O" MIN., 6'-a'
1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE OR 12" BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB I FUTURE 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT
PAINTED . 43 TWO COATS OF PAINT. PRESERVATIVE 6" BUILDING SEWER PIPE BUILDING SEWER OF PUBLIC WORKS AT 235-2620. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE 2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30
PAINT No. 43-655 SAFETY YELLOW OR APPROVED EQUAL. MAX 4"
I PUMPER CONNECTION O FACE ROADWAY ASSEMBLY FOR 4-1/2" TRENCH. RAISED PAVEMENT MARKER TYPE 88 A8 APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF
FIRE HYDRANT EXTENTION TO BE USED IF REQUIRED. MIN 2"� STIMSONITE TWO-WAY BLUE. z 2"x 4" STUD SERVICE MARKER PAINT UPPER , DEPARTMENT, FIRE DEPARTMENT AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. PUBLIC WORKS AT 235-2635. ALL STREET CLOSURES PARTIAL OR FULL, SHALL BE
TWO-PIECE CAST IRON VALVE BOX. EQUAL TO OLYMIC TEE WITH 6" SIDE OUTLET J PORTION WHITE ANS STENCIL ON SIDE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE
FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR r WARDING 'SEWER' WITH 3" HIGH BLACK LETTERS. "
- CONCRETE BLOCKING BASE SECTION LENGTH TO FIT. it AND #6 WIRE WRAPPED AROUND THE STUD AND 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS FOR DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
6" SIDE SEWER AND BUILDING SEWER w EXTENDED T❑ THE TOP OF THE STUD,
MUNICIPAL PUBLIC WORKS CONSTRUCTION" a_PREPARED BY WASHINGTON STATE CHAPTER
Q CDN 01 AMERICAN PUBLIC WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE
o_ UNLESS ❑THERWISE APPROVED BY THE CITY, MAKE TAP THROUGH CAST ,
Wj CAST IRON TEE. WITH 6' FLANGE SIDE OUTLET. IRON SADDLE SECURED TO SEWER MAIN WITH STAINLESS STEEL BANDS STANDARD SPECIFICATIONS. CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO WHEN CONNECTING NEW SIDE SEWERS TO EXISTING MAIN, AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE, CALL 48-HOUR LOCATORS,
6" GATE VALVE (FL X MJ) EQUAL TO MUELLER CO. A-2380-16 VITRIFIED CLAY, PLAIN AND REINFORCED CONCRETE, Dl PIPE AND Cl 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE 1-800-424-5555.
Q 60" ALLOWABLE MAX,
12"� 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4" PIPE SEWER MAINS ARE TO BE CORE DRILLED CONTRACTORS RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO
FOR CAST IRON PIPE
STEEL TIE RODS. SEE STD DETAIL FOR TIE RODS.
1s" x a" x 4" MININUM OR DUCTILE IRON PIPE. AVOID DAMAGE OR DISTURBANCE. 4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO
Q CONCRETE BLOCK 7 CU. FT. MINIMUM WASHED GRAVEL PASSING 1-1/2" AND RETAINED ON 1/4" MESH FOR DRAIN. C1-3-5 MIXONCRETE °� �1�N�N6 AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52 CEMENT MORTAR
CLICKING �P+' / No�o��oc'� 5. A PRECONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE
FIRE HYDRANT ASSEMBLY e� P �o STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE
Z LEVEL ALL GROUND V,VN MPS' CRE
Q MIN 3' RADIUS GON 2- % MIN SLOPE SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL IRON PIPE INSTALLED SOUTH OF SUNSET BLVD. (EMPIRE WAY, SR 900) AND WEST OF SR 167
6" SIDE OUTLET TEE
HORIZONTAL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE (EAST VALLEY FREEWAY) OR IN SOILS OF HIGH RESISTIVITY SHALL BE POLYETHYLENE
SEWER MAIN CONTRACTORS RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN WRAPPED PER ANSI/AWWA C105-77 STANDARDS.
� LEVEL ALL GROUND 6" MIN. %
L ONCE OF BACKFI N
SEWER MAIN
ADVANCE LLI G ALL CONSTRUCTION.
N MIN 3' RADIUS STANDARD SIDE SEWER INSTALLATION 5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS
Z ® CONCRETE BLOCKING ANGLE (SEWER MAIN TO PROPERTY LINE)
W 5" STORTz TYPICAL SIDE SEWER ELEVATION 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
Q ONE MAN ROCK 1 / ❑F TEE AT MAIN OVER 25
s ELEVATION 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
Li ADOPTED
NOTE, o CITY OF RENTON SITE. 3 INCHES TO 12 INCHESINDIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL
UNLESS ❑THERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 5' COVER AT PROPERTY ~ ` St-derd plans BE IN ACCORDANCE WITH EITHER ANSI/AWWA C110/A21.10-82 OR
6 - ' % • LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER, ISI' DATE: 12/15/91 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY ANSI/AWWA C153/A21.53 84. 3-INCH TO 12-INCH DIAMETER FITTINGS WHICH HAVE
z Z OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. MECHANICAL JOINTS AND/OR FLANGED JOINTS SHALL BE IN ACCORDANCE WITH
' DATE REVISION BY APPR DWG. NAME: BR39 SP PAGE: B078
����� ������' %���������,� FIRE HYDRANT ASSEMBLY DETAIL ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF ANSI/AWWA C110/A21.10.82 AND
FILL ADOPTED 8. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE ANSI/AWWA C153/A )1.53-84 SUCH THAT THE PORTION OF THE FITTING WITH A
GUT PRECEDENCE OVER ALL OTHER PLANS. MECHANICAL JOINTS MAY BE IN ACCORDANCE WITH ANSI/AWWA C153/A21.53-84 AND
J CITY OF RENTON THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH
HYDRANT LOCATION IN CUT OR FILL + M + 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
D p- Standard plans IS IN PROGRESS. OF ANSI/AWWA C153/A21.53-84 OR WITH SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-82
1ST DATE:5/18/95 3/4" SQUARES SPACED - 3/4"
AS INDICATED - HT. 1/8"
s ,a ss Revised Pumper Port DCV DT SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER.
12/15/9Corrected text & Changed paint color RTM DT ° 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS -BUILT DRAWING OF
DATE REVISION BY APPR'D DWG. NAME: BR24 SP PAGE: B102 ❑° ° ° F 2THE 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,
Q ° ° ° {�w: �':'' CONCRETE PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. BRONZED -MOUNTED DOUBLE DISK WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING
-- CLASS 3000
o ° o ,• I 1-D" 'r-- 1 BOX. VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200
11-1/2' x 17-1/2 CONCRETE METER w IN UNIMPROVED RIGHT OF WAY W ° r I '''`' 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. ALL
BOX WITH AL T STEEL DIAMOND PLATE INSTALL METER BOX AT MAXIMUM DEPTH OF 8 INCHES THOROUGHLY TAMPING EACH VALVES 12" IN DIAMETER AND LARGER SHALL BE INSTALLED IN A VAULT. SEE WATER
COVER EQUAL T❑ FOG TITE METER > PROPERTY LINE: r AVERAGE DEPTH OF 6 INCHES, ,
SEAL CO. 1D METER BOX: RAISE-1/2" �4-3""" LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND STANDARD DETAIL FOR 12" GATE VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION.
o a WIDE BORDER
+' a SIDEWALK d 1" 12 x FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.
w a
ar MATERIALS TO COMPLETE THE FILL V PIP
FIBER JOINT L OVER E SHALL BE THE SAME AS DESCRIBED. 7. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) CONFORMING TO
Q
� 1"
(�PACKING
W 8-3/4" 5/B �1, OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY NOZZLES WITH NATIONALASTANDARD N7EINCHD 0 DEGREES V. THREADSO.D?THREAD 48750SE
O ►-^bvR^�J" r; WATER METER TO BE 12' IN
'_I/4„ 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 TURNING
SUPPLIED BY THE CITY 3' MIN COVER � 45' (1/8) BEND THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH SAW IN A CONTINUOUS LINE. A COUNTER CLOCKWISE (LEFT).
�1 TYPE 'K' SOFT 1 l TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER BACKFILL AND
U COPPER TUBING
`�•� 22-1/2° 3" 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
FORD COPPERSETTER irs SHALL BE PER CITY OF RENTON CURRENT STANDARDS. BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM
VH 172-15W (FOR 5/8' x 3/4' METER)
VH 174-15W (FOR 1' METER) OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE
!'r"1 -, CAST IRON OR BOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER: 0 :�'( 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S. TO BE LOWERED TO CLEAR.
!�1 DUCTILE IRON LOOP DOWN TO CENTERLINE CAST IRON RING AND COVER
C PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE �� rY•,'.'
WATERMAIN ❑F WATER MAIN T❑ PROVIDE ON OUTLET 0 SLACK IN COPPER SERVICE ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER, b =i!' 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
LINE TO METER, y , 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 a' PIPE MATERIAL AS SPECIFIED '•4'
J m CORPORATION STOP. FORD TAPERED IF SERVICE LINE TO HOUSE IS To BE BY THE ENGINEER $'y" ` COMPLETION OF CONSTRUCTION. AQUA SWAB -AS OR APPROVED EQUAL .2 LB/CU FT. DENSITY FOAM WITH 90A DUROMETER �
��� � THREAD (CC). PACK JOINT (3/4' F1000) INSTALLED IN THE FUTURE INSTALL .'�" " " "PIGS"
r7
(1' F1000) FORD C14-33 OR 44 ir:':h" URETHANE RUBBER COATING ON THE REAR OF PIG ONLY. PIGS SHALL BE CYLINDER n I
FIDT x COMPRESSION COUPLING :' 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN SHAPED WITH BULLET NOSE OR SQUARE END. THE CITY WILL ASSIST THE CONTRACTOR N
CE - 6 INCH OR 8 INCH CLEAN -OUT ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE OF WASHINGTON STANDARD WHO WILL PERFORM THE CLEANING OPERATION.
C o 3/4' OR 1° GALVANIZED PLUG '' PLUG TO BE SEALED
IN SAME MANNER AS SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY
MAIN SEWER JOINTS: ADOPTED 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
3/4" & 1 " WATER SERVICE 7�}" .. _ _ _
'%•: 'rt*:•� CITY OF RENTON X
,�y�'-•<4.n}:;' , . ! . AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE OR 150 PSI OVER OPERATING PRESSURE IN ACCORDANCE WITH THE SPECIFICATIONS OF THE
FOR SERVICE FROM EXISTING STEEL L
m ASBESTOS CEMENT OR PVC WATER MAINS St dardDATE1p2/15/s1 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 o
m INSTALL DOUBLE STRAP SERVICE CLAMP ADOPTED 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. Q)
EQUAL TO MUELLER CO. CITY OF RENTON DWG. NAME: BW18B SP PAGE:6076 PIPE.
LD 5tenderd plena DATE REVISION BY APPR
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I3f DATE 12/15/91 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER GASKETED 9B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM
(MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE
DATE REVISION BY APPR DWG. NAME: BR41 SP PAGE:B106 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.
_ 1/2" WEB 8 PL. 1/2" x ? x 3/C" NON-SKID PATTERN LAST INTEGRAL ON TOP 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. A z
_,- MINIMUM OF 3 (THREE) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO
0-0 0 �zs-i 4„� MANHOLE FRAME AND COVER SCHEDULING THE PRECONSTRUCTION CONFERENCE A PERMIT INFORMATION SHEET MUST o
w u n o o III 24„ 1 6' SEE DRAWING BRz9 NOTEs: BE SUPPLIED TO THE UTILITY ENGINEERS OFFICE. TWENTY-FOUR HOUR NOTICE WILL BE b x d
a - 0 1 25 - ADJUSTMENT (4" MIN.) 1. STEPS TO BE 3/4' 0 DEFORMED BAR GALVANIZED SAFETY w 12" MAX
W J o C) 1 6 - f STEPS OR EQUAL. REQUIRED PRIOR TO STARTING NEW CONSTRUCTION, �' y to
z Q I T CONE 2. STEPS ARE TO BE IN PLACE BEFORE MAN'�HOLE SECTIONS N +) � Z
I f% n
o L3/4" 21 ARE INSTALLED. , O
-14�� 3. CASTING TO BE PFR DRAWING BRz9. 11. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS C7
23-1/4" + RUBBER GASKETED JOINTSNO �w (�
'.N ACCORDANCE WITH ASTM C-443 4. MANHOLE SEC -IONS TO BE OF REINFORCED PRECAST PRIOR TO STARTING CONSTRUCTION. O O
J 33-1/a•' CONCRETE.
a 4" MIN. 5. 4LL JOINTS SHALL BE GROUTED.
N SECTION A -A STEPS S 3/4" DEFORMED BAR 6. SANITARY SEWER MANHOLES SHAL!_ CAVE ALL INTERIOR 12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE Cr)
® z z 1
STEPS SHALL BE INCLUDED SURFACES, INCLUDING CHANPJ ELIN G, COATED (SEALED)9
FRAME (NON -LOCKING) COVER (NON -LOCKING) 6-1/z" WITI A HIGH SOLIDS URETHANE COATING; DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, <
-- CONCRETE RISER BY PIPE INC., WASSFR VC-COEDFAL OR SHALL
EQUAL; AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON.
FOR 5/8"-11 N.C. x 1-1/4" 1-3/8" 7' MIN. OR APPROVED EQUAL. COLOR OF COATING SHALL BE WHITE. ,z
A B 5/8" 3/8" 2^ 48 7. RUBBER r BE IN CONFORMANCE
S.S. SOC, HD. CAP SCREW (3 REQ'D,) �l WITH ASTM C-443. � �
�( 8. CHANNEL HEIGHT SHALL BE A MINIMUM of 3/4 THE INSIDE 13. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF RENTON,
�/ wz" rvP. TYR NON-SKID PATTERN
1" SEAT �- DIAMETER OF THE LARGEST PIPE. EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH
CU pop= 2-1/2" 9. CONNECTIONS TO MANHOLE SHALL BE MADE USING GPK
MAX. PIPE SIZE - 21" I.D. I 0
o 0 0 = 0 1-„e.. TYP. a A o u o u a B 12'� ;7�P> ADAPTOR, KOR-N-SEAL Boors OR APPRovISD FOUAL PRIOR APPROVAL_ FROM THE DEPARTMENT OF PUBLIC WORKS. ALL NECESSARY
25" LADDER -STD, ALUMINUM EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR
OR GALVANIZED STEEL pl
0 0 o SECTION B-B MORTAR CONCRETE SHELF 2 06�I,j TO CITY NOTIFICATIONS.
w z z r 2" RAISED LETTERS As � 4. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT
o Q RE SI : SEE NOTE No,3 BELOW % PRECAST IN SHEL crloN SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 Ln
UNDERSIDE SHOWN FOR CLARITY 6 N . HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS Ln
ca c� c� ca DRILL AND TAP 5/8"-11 N.L. 1-1/2" COREC7YPJ (LOCKING) . THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. r-
3/4" CORE fTYPJ ON 23" B.L.
a_ a_ 0- �- ON 23" B.C.(TYP. 3 PL.) 6" MIN. (TYR) c_
2 2 2 2 = 2
Q FRAME (LOCKING) COVER 15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING
N N MANHOLE FRAME AND COVER SANITARY MANHOLE TYPICAL DETAIL SANITARY MANHOLE TYPICAL DETAIL AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN.
00 01 0 O: 0 �2Y 0 c
\\\I w
NOT TO SCALE G ADOPTED
��� CITY OF RENTON
Cq N to j Q NOTES,ADOPTED ' =� 7' 16. ALL JOINT RESTRAINT SYSTEMS SHACKLE, RODS, NUTS BOLTS ETC. SHALL BE AS
w N N \ \ \I 0 1. FOR NON -LOCKING USE ❑LYMPIC FOUNDRY No. MH 30 ❑R EQUAL. p ✓$ LST STANDARD 12/96 ( )
i[ \ \ \ CITY OF RENTON E'Ti'CO LST DATE: i2/s6 ' '
x c0 C4 N 0 1 C11 2. FOR LOCKING LID USE OLYMPIC FOUNDRY No. MH 30 D/T OR EQUAL .�. o„ ,96 EDTED rExT DCV A MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS, OHIO OR EQUAL _
3. USE FRAME AND COVER FOR STORM (SPECIFY "DRAIN" ON COVER), �i' 3tenderd plena a/e/gs noaeD Nore. eoir rExr oc Ac
SANITARY (SPECIFY "SEWER"), OR WATER (SPECIFY "WATER"), >s1 DATE: 12/15/91 DATE REVISION eY APPR a DWG. NAME: SR28 SP PAGE: B071 APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS.
DO
®� v' u1 u' E" DWG. NAME: BR29 SP PACE: Bo74 _ _ ___ ____ _ __ __ _ 17. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAW CUT TO A MINIMUM DEPTH OF 0 0 0 0 0 0 m DATE REVISION BY APPR
RECOMINDED FOR APPROVAL TWO INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT,
-- LO
SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAW CUT TO A
MINIMUM DEPTH OF TWO INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. o
1STRVG 6' STEEL WATER LBIE o
EXISTING 6' STEEL WATER LINE By: Date:
18. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL
� °1 61 srEEc EXCAVATION WITH A PERMANENT SEALED PATCH TO BE PLACED, TO CITY OF RENTON i
� ( W-00) POLICY, WITHIN TEN DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF
3 By: Date: FINAL PATCH. TRENCHES WILL NOT BE LEFT OPEN OVER NIGHT WITHOUT PRIOR WRITTEN "
NEW 8' D.I. WATER LIME NEW 8' D.I. WATER LRYE
0 EXffnW 6' STEEL /mo coN1acTIa" WAS � APPROVAL OF THE INSPECTOR.
(SEE W-W34) MADE 10 DL 6' DUE
i z TO D17rffW PRESSURE WT ' 1�w d' Dl. WATER uNE 11�TY 81D.I. WATER Lm) By: Date
zoNEs t5 > 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
r CHEMICAL PROCESS LINES SHALL BE SCHEDULED 80 PVC PIPE.
o z I o - I ��� �1 _ By: Date
O
Q N LO
co
W � U _ O ~ NVSERT CLEAAWG 'POLY-P/D' IN: AFTER ALL TESTTN� CLEWING AND DISINFECTION,
_ - ¢ NYSERT CLfANlNG PocY-Prc' 1N: CANFECT TO EX 6-ewe $ sruas o a r6- vERncAL cRass(�I.FW LO
DEVELOPER: ITV ®F RENTON
�i C�EPARTMENT OF PUBLIC WORKS
(n � �` � N wml SAL SPOOLS
AS EOWEDr-a SLEEVE (w) LYLE HOMES
v e ,na' vExTTCAL CRosslvn�FLJ r-a',�o• ago �>;� (wr'� / acoCRrnG s-e' oNE w/s'rAP r z vcuG) .
z z z 2,a' aL O( FIANCE -TAP 2- 8LO t 2'rcuc) r,a' GATE vALVE (FIxNJ) rT P. BLOCK P. GR � 1601 - 114TH S.E., SUITE 100 ��� ���
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