HomeMy WebLinkAboutWTR2703138.512"x 22' CONCRETE METER I ! WA L Z�- 3-,MRAL NOTES SANITARY SEWER NOTES AND SPECIRCATIONS
o BOX WITH 3/16" STEEL DIAMOND PLATE IN UNIMPROVED RIGHT OF WAY W I
COVER EQUAL TO FOG TITS METER yw
b SEAL CO. B-10 METER BOX. 5 I, --'INSTALL METER PDX AT
(GRILL 1-3/4" DIA. HOLE PROPERTY LINE. r ;
SEE DETAIL A -A) i 1 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND
6" I.IIN
g SIDEWALK SPECIFICATIONS OF THE CITY OF RENTON AND THE LATEST EDITION OF THE
w � , ;
FINISH GRADE
4 9" MAX uti
I ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING WSDOT APWA STANDARDS AND SPECIFICATIONS.
2, THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO t3:3U
9" TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT
TOUCHREAD I A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY
WATER METER To BE LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST
covER �� ii
SUPPLIED BY TTO CITY --712- MIN THE TRANSPORTATION DIVISION AT 277-6222. ALL STREET CLOSURES, PARTIAL
\ �36" MIN COVER REVISION. PIPE JOINT TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE OR FULL, SHALL BE APPROVED BY THE TRANSPORTATION DIVISION 24 HOURS IN
36" 1.{IN COVER _ _ TYPE 'K" SOFT I CLASS C. ALL DUCTILE IRON PIPE SHALL BE POLYETHYLENE WRAPPED PER ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE
COPPER TUBING ANSI/AWWA C105-77 STANDARDS. NOTIFIED 24 HOURS IN ADVANCE.
2-1 /2'
-; 40RD COPPERSETTER 5. CAST IRON FITTINGS SHALL DE CEMENT LINED, PRESSURE RATED AS NOTED ON 3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD
v}1 72-15W-44-33G OR 5/8" x 3/4" METER) "
kV? Vl 72-ISW-44-33C (FOR 1 IAET1r3 PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-82. CEMENT SHALL SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION PREPARED BY
NEW'! DUCTILE IRON LOOP DOW',N TO CENTERLINE CLOTH INLET AND OUTLET WITH PACK JOINT WITH GRIPPER. BE IN ACCORDANCE WITH ANSI/AWWA C104/A21.4-85. IF FITTINGS ARE 3 INCHES WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, LATEST
WATERLIAIN O' WATER MAIN TO PROVIDE PADLOCK WINGS ON KEY VALVE SINGLE CHECK VALVE TO 12 INCHES IN DIAMETER AND HAVE A MECHANICAL JOINTS, THE FITTINGS EDITION (APWA) AND THE CITY OF RENTON STANDARD SPECIFICATIONS.
SLACK IN COPPER SERVICE ON OUTLET. 3/S" OR 1`
SHALL BE IN ACCORDANCE WITH EITHER ANSI AWWA C110 A21.10-82 OR
LINE TO DETER. ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER. GALVANIZED PLUG ANSI/AWWA C153/A21.53-84. 3 INCHES TO 12 INCHES DIAMETER FITTINGS WHICH 4. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT
CORPORATION STOP, FORD TAPERED IF SERVICE LINE TO HOUSE IS To BE HAVE MECHANICAL JOINTS AND/ OR FLANGES JOINTS SHALL BE IN ACCORDANCE SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT
THREAD (CC). PACK JOINT 0/4" F1000) INSTALLED IN THE FUTURE INSTALL WITH ANSI/AWWA C110/A21.10.82 OR A COMBINATION OF ANSI/AWWA LOCATION SO AS TOT AVOID DAMAGE OR DISTURBANCE.
(1 ' F1000) FORD C14-33 OR 44
k FIDT x COMPRESSION COUPLING C110/A21.10.82 AND ANSI/AWWA C153/A21.53-84 SUCH THAT THE PORTION OF THE 5. A PREPCONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE
FITTING WITH A MECHANICAL JOINTS) MAY BE IN ACCORDANCE WITH
�--� _ REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE
22-1/2 A A ANSI/AWWA C153/A21.53-84 AND THAT PORTION OF THE FITTING WITH FLANGED CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO
- DRILL 1-3/4- DIA. HOLE FOR JOINTS SHALL BE IN ACCORDANCE WITH ANSI AWWA C110 A21.10-82.
--�- NOTE: ToucHREAO DEVICE ( ) / / STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY
THE CENTER OF THE HOLE II ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION OF ANSI/AWWA REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S
MUST BE AT LEAST 1` II RE' i )
FOR SERVICE FROM FROM UNOERNEAT}I RIBS _ -j� _ _ _ _ AND FRONT
NT FROM F PIT I C153� A21.53-84 OR WITH SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-82 SHALL BE RESPONSIBILITY TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF
EXISTING STEEL AND FRONT EDGE OF PIT LID OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER.
EXISTING CAST IRON PVC WATER MAINS ALLOWS THE NUT To II BACKFILLING ALL CONSTRUCTION.
ASBESTOS CEMENT OR UNLESS THE Rip SPACING
OR DUCTILE IRON INSTALL DOUBLE STRAP TIGHTEN AGAINST THE OPEN :7 3/4" a� 1- WATER SERVICE 6. GATE VALVES SHALL CONFORM TO AWWA C500 AND SHALL BE IRON BODY, 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHOD AND
WATERLIAIN SERVICE CLAMP SIDE OF MORE THAN TYPICAL RIB BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING
EQUAL TO MUELLER Co. ONE RIB. �, � o►Er�o:1 STUFFING BOX. VALVES SHALL DESIGNED FOR A MINIMUM WATER OPERATING SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS
. ON THE CONSTRUCTION SITE.
p 9T:.ND"m rwis PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER
N in DATE:4/Q2 COMPANY NO A2380, OR M & H. ALL VALVES 12 IN DIAMETER AND LARGER
nnn:t 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE
.. .. SHALL BE INSTALLED IN AS VAULT. SEE WATER STANDARD DETAIL FOR 12 GATE
I N Y APP DWG. NAME: BR41-TR SP PAGE::010G VALVE ASSEMBLY VAULT AND 1" BYPASS INSTALLATION. AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES DIVISION,
8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
ROAD PAVEMENT sEcrroN 36" BELOW FINISH GRADE. ALL WATER MAIN 12 INCHES AND LARGER SHALL BE
AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS 9• A COPY OF THE THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER
v FINISH ROAD GRADE OCCUR, WATER MAINS ARE TO BE LOWERED TO CLEAR. CONSTRUCTION IS IN PROGRESS.
o
- _ \ \ - 10. ALL WATER MAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM _ F
a III -III ' I� / / /�/� // '�%/\!% _ II lil OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE IN ACCORDANCE WITH THE 10. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS BUILT 0
[� o I_iII=III-���\\/\\ITI//\\ \//\\�\\/\�/\\� II - - - WATER MAIN IF ADDITIONAL ADJUSTMENT IS THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A
//�\%�\\/��\/\\jII UNDISTURBED EARTH 7 REQUIRED, INSTALL 2-2" CLOSE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH LICENSED ENGINEER OR LICENSED PROFESSIONAL SURVEYOR.
- NIPPLE AND 2-2" 90- BEND, SCREWED DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A
III= ( 2" CLOSE NIPPLE AT THIS POINT. FIELD LOCATE
ag po Sao FALTER FABRIC MIRAFi-14oN REPRESENTATIVE OF THE CITY OF RENTON.
Iil__
f CONCRETE METER BOX 11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS
ILA -II � -an�
�� WITH LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES,
2" CLOSE NIPPLE 11. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF
-II oa THOROUGHLY TAMPING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY.
II_I- a A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY
o2" 90' ELBOW CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINETHESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH
a 2" 90' ELBOW '\� SIDE OF THE PIPE OR TOT HE SIDE OF THE TRENCH. MATERIALS TO COMPLETE
`'" 2" GAL'✓ANIZED PIPE As REQUIRED SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7- THE FILL OVER PIPE SHALL BE THE SAME AS DESCRIBED.
"OR EQUAL) CONCRETE BLOCKING P,RJ11.3(12) F OF THE STANDARD SPECIFICATIONS REFERENCED IN 1 ABOVE.c 18 DIA. CUP PERFORATED PIPE
o d WITH 1 " DIA. DRILLED HOLES 0 2' CENTERS VALVE NUT EXTENSION AS REQUIRED 12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED
i p �oL ooQo o QooQoQo D HOLES ON BOTTOM TWO PIECE CAST IRON VALVE (SEE DWG BR46 /PAGE B090) 15. ALL CONNECTION TO EXISTING MAINS TO BE ACCOMPLISHED BY THE CITY OF ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY
_ I;i=III-III=1 I-III=III=III=III=11 EQUAL TO OLYMPIC FOUNDRY CO. GROUND LINE CONCRETE SIDEWALK RENTON, EXCEPT WET TAPS WHICH MAY BE MADE BY APPROVED WET TAP COMPACTED. CUTS INTO THE EXISTING ASPHALT SHALL BE NEATLINE CUT WITH
iI III-ITi III=1 t_�=�-1 I: 3/4 " TO 1-1/2" DIA.
s" WASHED GRAVEL STANDARD 8" TOP SECTION, WITH 6" MAX. ` CONTRACTORS WITH PRIOR APPROVAL FROM THE WATER UTILITY SECTION. ALL SAW IN A CONTINUOUS LINE. A TEMPORARY MIX PATCH MUST BE PLACED
REGULAR BASE SECTION LENGTH / NECESSARY EXCAVATION AND MATERIALS TO BE SUPPLIED BY THE IMMEDIATELY AFTER BACKFILL AND COMPACTION. A PERMANENT HOT MIX
3,0 TO FIT.
- CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. PATCH SHALL BE PLACED WITHIN 10 DAYS AND SHALL PER CITY OF RENTON
CURRENT STANDARDS.
2' GATE VALVE, SCREWED 2-1/2" NST (HOSE) 16. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF
::D INFIL TRA TION TRENCH CROSS SEC TION BLOW -OFF HYDRANT EQUAL TO RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY 13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
Q PIPE GALVANIZED2" LONG I #78 KUPFERLE FOUNDRY CO. INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE
o PRIVATE ROAD SYSTEM 2"x2"x2" TEE CONTRACTOR AS WELL AS THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS. 14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE
2" CLOSE NIPPLE r 2" CLOSE NIPPLE BEWTEEN STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION
NOT TO SCALE BETWEEN CAP OR PLUG AND 2" 90' ELBOW TEE AND 90' ELBOW. OF ON -SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.
1 INFILTRATION TRENCH 2" 90' ELBOW
O OBSERVATION WELL INSTgJ_L 4 MIL POLYETHYLENE 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED
a I - (WITH CAP) PLASTIC COVER OVER WASHED 2" GALVANIZED PIPE FOUNDATION IN ACCORDANCE WITH SECTION 7-02.3(1) OF THE CURRENT STATE
OBSERVATION WELL GRAVEL. CUT HOLE FOR PIPE
o I .° ° 18" LONG OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD AND BRIDGES
N 4" PVC PIPE 0. p'goo °O0 o°o CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH
II I 4 " PERFORATED PIPE (PERFORATED) COMPACT BACKFILL 18" MAX. °• o' .. 1 11 °
ROOF DRAIN °n� a60° ° °° BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT
` AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO
2" CAP WITH 1/8" THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY
j/�\\\j/\-' 4" PERFORATED PIPE FE 10 CU. FT. WASHED GRAVEL PASSING TAP FOR DRAIN DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6" ABOVE AND
11- D /l 1-1 /2" AND RETAINED ON 1 /4" MESH
� Iilll � a� �a o a BELOW THE PIPE.
IFEI C Qo 0 o FOR DRAIN ELEVATIQN
I =
� o o o I
I I III�I � 0 16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER
c fl WASHED ROCK 3/4" TO 1-1/2" PROPERTY LINE GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
ROOF �o®o c o m Z
J
I �
WRAP TRENCH ENTIRELY � LY
6'-0" 17. IN UNIMPROVED AREAS, MANHOLES TO EXTEND MINIMUM 6 INCHES ABOVE
jmmrlll,
14-4
7
`$1
C
;B SUMP W1 SOLID LID
PLAN VIEW
24"
SEC TION A -A
NOT TO SCALE
NOT TO SCALE NOTES:
0 ELEVATION TO BE MINIMUM 7'
BELOW LOWEST FINISH FLOOR.
CB ROOF DRAIN
ROOF T E
CB TRENCH
CB SUMP WITH SOLID LID
POSSIBLE ALIGNMENTS (ASSOC. SAND & GRAVEL
CB f 10 OR EQUAL, WITH
OBSERVATION WELL TRAFFIC BEARING COVER
AS NECESSARY)
A r FILTER FABRIC
WITH FILTER FABRIC-
MIRAF/ 140-N OR EQUAL
DEPTH TO BE--� Ti-T-ITi-IT--�- I-T-Tr-irT-ITT
DETERMINED' - 0 2
-- o- LEVEL o 1 ' MIN.
FINE 1 ' MIN.
1' MIN. g o o� o 00 o p o 0 0 0 -�
�& o� R4 � -a MESH -
L El/EL SCREEN
0 (GA LV) 5' MIN.
A
j CAP END 4 " PERFORATED PIPE
w (C.P.E.P. SINGLE WALL
ACCEPTABLE)
40' 10MIN.
TOTAL
PROFILE VIE
NOT TO SCALE
INDI ID AL L 0 T MFIL TRA C 7 R NCB '
O ' 2� T� /��• Wb,, #p - NOT TO SCALE
DFrAM NO. BRMk
NOT TO SCALE
42'y MAX
I . - 24- M I N
1 -
5„
1-1 j '3-2-.1./2
STD 90* BRACKET OR 360° V
ADJUSTABLE BRACKET IF
REQUIRED.
PIPE CAP
2" GALVANIZED
STEEL PIPE
CEMENT
CONCRETE
CLASS B
3'
5/811
1-1 /2'
MINUS
CRUSHED
ROCK
STREET S/ N
1'0'
8" FOR ALL ARTERIALS
-ABERDEEN AVE NE"
"PRI VA TE RD "
2• MIN
CLEARANCE FROM
FACE OF CURB
10• MIN.
CEARANCE IF
NO CURB
6" BUILDING SEWER PIPE
FUTURE FINISHED GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO
_1 AINInimn cc-wcQ MATCH PAVING.
z \- 2"x 4" STUD SERVICE MARKER PAINT UPPER
TEE WITH 6" SIDE OUTLET J PORTION WHITE ANS STENCIL ON SIDE tv
4`
I� WORDING "SEWER" WITH 3" HIGH BLACK LETTERS.
AND #6 WIRE WRAPPED AROUND THE STUD AND
o I EXTENDED TO THE TOP OF THE STUD.
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.
v�
1:3:5 MIX
CONCRETE / �• LEG LNG
BLOCKING
M� � MP NC,RE
GO 2% MIN SLOPE
31,3 7 ( .7 _.�/ 7 7 )
6" SIDE OUTLET TEE HORIZONTAL STANDARD SIDE SEWER INSTALLATION
} SEWER MAIN
6" MIN. SEWER MAIN DETAIL NO. B"
CONCRETE QLOQKINQ ANGLE TYPICAL SIDE SEWER ELEVATION NO TO SCALE
OF TEE AT OVER 25
MAIN
ELEVADON
NOTE:
UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2.5' COVER AT PROPERTY
LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
,
EXPIRES: 3/l /2004
ENGINEER:
JAEGER ENGINEERING
9419 South 204 th Pl oce
Kent, WA. 98031
Phone No. (206) 850- 0934
NO. REVISION BY APPR. DATE Fax No. (253) 850- 0155
RECOMMENDED FOR APPROVAL
BY: DATE:
BY, DATE.•
BY: DATE:
BY. DATE.` i
CITY OF RENTON
DEPARTMENT OF PUBLIC WORKS
NOTES AND DETAILS
OYLER SHORT PLAT
DESIGNED: JJJ DATE: 6/12/02 FILE NAME: JA-OY-4
DRAWN: JJJ
CHECKED: SCALE: 1" = 20' nELD BOOK: PAGE:
APPROVED: SHEET: 4 OF: 4
DIRECTOR OF PUBLIC WORKS