HomeMy WebLinkAboutzS-2832SetSANITARY SEWER UTILITY - GENERAL NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE
LATEST EDITION OF WSIiOT /APWA STANDARDS AND SPECIFICATIONS.
2. THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE
LIMITED TO 8:30 A.M. TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277-
6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED
BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE. THE
POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE
NOTIFIED 24 HOURS IN ADVANCE.
3. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION"
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC
WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON
STANDARD SPECIFICATIONS.
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 AVOID DAMAGE OR
DISTURBANCE.
5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL
BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE
THE
CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY
INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS
AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF
WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION.
8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES
DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
9. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION' IS IN PROGRESS.
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 PROFESSIONAL ENGINEER OR
A LICENSED PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN
LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES; MAXIMUM
DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95% OF
MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR
ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF
THE TRENCH. MATERIALS TO COMPLETE THE BACKFILL OF THE PIPE
SHALL BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK
AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT
SHALL BE NEATLINE CUT WITH A SAW IN A CONTINUOUS LINE. A
TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER
BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON
CURRENTSTANDARDS.
13. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR
OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION
OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF
THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION
OF REQUIRED BEDDING MATERIAL TO. UNIFORM GRADE SO THAT THE
ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY
DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6"
ABOVE AND BELOW THE PIPE.
1 16. SANITARY, SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER
GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND
MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER
MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
Wvvp -17 -2832
CONCIPA Cfl MON W/
BRASS PUNCH
IN CASE
e"
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3 I
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CONCRETC NON. W/
13R/fSS PUNCH
IN CASE CEXST�
STA 2 +44.0
N -EXST SAN SWR MH
p D RIM EL 445.7
6 / Q IE IN 439.8
C, o IE > OUT 439.6
` -4" COMPACTED DEPTH
/ CL B ASPHALT CONCRETE
13 - I3 -
6' COMPACTED DEPTH
3/4j_11/2 CRUSHED ROCK
I 27 z�
COMPACT
SUBGRADE 95
-EXST e' Pvc TYPICAL ROAD SECTION
cn p NO SCALE
I _ _
d D I 22 2
LF +06.
�L SSPVG I E 439.8 >
4
SWR MN
cb
O1 EXST 20'
- I
PA VED ACCESS
r
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STA 1 +54.2 � R
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F
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N80 °2.3'12 _ 1 6 $g
EoP ' PVC \ i N
- _- \ <
STA 1 +44.2
II.Sy, ��, f ``E 4480
EOp 4 X6
/
j \ IF 433 F -M
S ` 6 1
v I a STA 1 +16.5 �
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Z I G" PVC SS
\ D
432
/ 26.0 i\ •.84.73'
1
EXST 8 °PVC 432 439 F3617
SWR MN Nr" R
77 R6- A tP
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STA. 0+00'
-EXST SAN SWR 'AH 48"
0 \
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1
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N 152 LF
I MI A
t 6 PVC SS 60
90.0
200.75 9S�
26'ACCESS EASEMENT
20' PAVED
!SEE ROAD SECTION DETAIL
LEGAL DESCRIPTION
THE WEST 130' OF THE
W. 1/21OF THE E %2 ,
OF THE W Y? OF THE SE I/A
OF SECT. 3 -23-5•
r U
r
JAMES E HAYNES PE
37234 22ND AVENUE SOUTH
(FEDERAL WAY, WA 96003
(253)661 -6794
uo J 1a�2O SCANNED MAR 3 0 LUUU
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450
440
430
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PROPOSED GRADE
4 +55.5
ROAD AND SEWER PROFILE
LKG NORTH
sT.4 z + 44
EXST 4e SAN SWR MN
Film EL 445,72' 0
IE 439.82 IN (E) NEW PAVED ACCESS
IE 439.G2 OUT(S) ` SEE DETAIL PROPOSED GRADE
450
440
430
420
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rm _ aaTY
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IE 435.8
NEW 6 °PVC 5S '--
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NEW G" �VC SS _
SR 900
_
IE 429 NEW-6 PVC SS_ e
IE 426.9 � �
EXST SWR
Ti
D
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zz-- _
MH
EXST 8" PVC e
SAN. 5WR MN �
ROAD AND SEWER PROFILE
LKG EAST
SCALE VERT:I ° =10'
HORIZ : I'= 20
Agoft
OEM 3 �5
� :•Mc
A�
lee
7 JAMES E HAYNES PE
37234 -22 "D AVENUEZOUFH
balt FEDERAL WAY, WA J8b03
SCANNED MAR 3 0 200E (253) 661 -6794
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7 JAMES E HAYNES PE
37234 -22 "D AVENUEZOUFH
balt FEDERAL WAY, WA J8b03
SCANNED MAR 3 0 200E (253) 661 -6794
li -7 /2' x 13 -1 /2" CONCRETE TE METER �I'�IN UNIMPROVED RIGHT OF WAY,
BIIX WITH 3/16' STEEL DIAMOND PLATE IN METER BOX AT
COVER COUAL. TO FOG TITE METER vI PROPERTY' LINE. t
SEAL CO ID METER BI1X.
SIDEWALK
WATER METER TO BE
SUPPLIED BY THE CITY
mr
r TYPE 'K' SOFT
�
-- COPPER TUBING
_ FORD COPPERSCTTEF,
VH 132 -15W (FOR 5l8' x 3/4' METER)
CAST IRON OR VH 174 -ISW tFOR 1• M':TER) ,
DUCTILE IRON / LOOP DOWN TO CENTERLINE BOTH INLET ADD OUTLET WITH PACK JOINT WITH GRIPPER.
vATERMAIN pF WATER MAIN TO PROVIDE ON PADLSCV
GUTL WINGS ON KEY VALVE SINGLE CHECK VALVE /
SLACK IN COPPER SERVICE ON OUTLET. JJ /J
LINE TO METER ALL PACK -JOINT FITTINGS SHALL BE WITH GRIPPER
CORPORATUON STOP. FORD TAPERED IF SERVICE LINE TO HOUSE 1S TO BE
THREAT' (CC). PACK JOINT (3/4' F3000) INSTALLED IN THE FUTURE INSTALL
(1" Fi0001 FORD C14 -33 OR 44
1I0T u COMPRESSION COUPLING
3/4' OR I' GALVANIZED PLUG
,3/4"2 1" WATER SERl, ICE
NO SCALE
FLOE HYDRANT SHALL BE COREY -TYPE EQUAL TO IDwA F -5110
OR COUPRF-R9OM TYPE SUCH AS CLOW MEDALLION: M ✓r H 929
pun ue=CEM SUPER CENTU...,,.. GW Will 6- MECIiANICAL =NT
INIET NTH LUGS
5-1/4' MAIN VALVE OPENING_ TWO 2 -1/2- HOSE.CONNECTIWNS
NATIONAL STANDARD THREADS 4- PUMPER CONNECTION CITY OF
SEATTLE THREADS MATH A STORTZ ADAPTOR, 4- SEATTLE THREAD
X S. STORTZ, ATTACHED VAIN 1/8- STAINLESS STEEL CABLE,
1 -1/47 PENTAGON OPERATING NUT, FIRE HYDRANT TO BE — TO 20'
PAINTED VAIN TWO COATS OF PAINT, PRESERVATIVE OR 12- BEHIND BACK OF SIDEWALK THAT IS ADJACENT TO CURB
PAINT Nn 43-655 SAFETY YELLOW OR APPROVED EQUAL
PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY FOR 4 -1/2- TRENCH, MAX 4'-1 •
FIRE HYDRANT EXTENTION TO BE USED IF REQUIRED. MIN 2 -� RAISED PAVEMENT MARKER TYPE 88 AB
STIMSONITE TWO -WAY BLUE"
TWO -PIECE CAST IRON VALVE BOX. EQUAL TO OLYMIC
FOUNDRY CO. STANDARD B' TOP SECTION WITH REGULAR
CONCRETE BLOCKING BASE SECTION LENGTH TO FIT.
Q =s CONCRETE BLOCKING
LCAST IRON TEE. WITH 6' FLANGE SIDE OUTLET.
6- GATE VALVE (FL X MJ) EQUAL TO MUELLER CD. A- 2380 -16
—6' DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT TWO 3/4-
16' x 8" x 4" MINIMUM 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 HYCIR�. IT I FTAIL
NO SC.ALL
r WATER MAIN
/ IF ADDITIONAL ADJUSTMENT IS
REQUIRED, INSTALL 2 -2' CLOSE
NIPPLE AND 2 -2' 90' BEND, SCREWED
AT THIS POINT.
FIELD LOCATE
2' CLOSE NIPPLE
F - - y�CONCRETE METER BOX
I I
2" CLOSE NIPPLE
2' 90°ELBOW '2' 90 ° ELBOW
dal a 2' GALVANIZED PIPE AS REQUIRED
CONCRETE BLOCKING
PLAN
TWO PIECE CAST IRON VALVE
EOU:.L TO OLYMPIC FOUNDRY CO.
STANDARDS* TOP SECTION, WITH /- GROUND LINE //- CONCRETE SIDEWALK
REGULAR BASE SECTION LENGTH /
TO FIT-
i
PROPERTY LINE
T-F
T -D•' niN. 6• -0'• -1 FUTURE
6" BUILDING SEVER PIPE I BUILDING SEWER
? 2"x 4" STUD SERVICE MARKER PAINT UPPER
TEE WITH 6" SIDE OUTLET PORTION WHITE ANS STENCIL ON SIDE
„ WO0RDING 'SEWER' WITH 3" HIGH BLACK LETTERS.
6" SIDE SEWER AND BUILDING SEWER AND 16 WIRE WRAPPED AROUND THE STUD AND
o I EXTENDED TO THE TOP OF THE STUD.
a
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. DI PIPE AND Cl
FOR CAST IRON PIPE PIPE SEWER MAINS ARE TO BE CORE DRILLED
OR DUCTILE IRON PIPE.
lo.s nix /p / Yt K�JG
BLOCKING
Ha zs �Y,p'1"•G0.ESf`
co`4 zz nm garc
HORIZONTAL
6" SIDE WTLET TEE
B.. nIN -SEWER MAIN
SEWER MAIN
(Q CRE:FE BLOCKING ANGLE
DF'TEL AT MAIN OVER 25 TYPICAL SIDE SEWER ELEVATION
ELEVATION
NOTES,
UNLESS, OTHERWISE SHOWN ON PLAN, SIDE SEVER, SHALL HAVE A MINIMUM 5' COVER AT PROPERTY
LINE OR -3 -5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER.
TYPICAL SIDE SEWER INSTALLATION
°�• - - -G I 2 -1/2" NST (HOSE)
?" GATE VALVE, SCREVED
BLOW -UFF HYDRANT EQUAL TO
2" GALVANIZED 478 KUPFERLE FOJNDRY CO
PIPE 12" LONG
2".2'x2' TEE
2" CLOSE NIPPLE BETTEEN
2" CLOSE NIPPLE TEE AND 90'ELBOW.
BETWEEN CAP OR PLUG `
AND 2" 90 2" 9L ELBO90"L BOW
INSTALL 4 MIL POLYETHYLENE 2' GALVANIZED PIPE
PLASTIC COVER OVER WASHED - o - - °8 18" LONG
GRAVEL. CUT HOLE FOR PIPE _ o o°
- o9popo °oo 2' CAP WITH 1/8'
10 CU FT. WASHED GRAVEL PASSING °o x-`°o °-0�4 TAP FOR DRAIN I -1/2' AND RETAINED ON 114' MESH s o�
FOP DRAIN ELEVATION
PERMAP,W N T 2 Bf_r�, r (= [Vi BI_,
NO SCALE
q/1ol'660'!
AS BUILT
7'6:0 -4YO -28dZ
® - - -
NO SCALE
� ST
\ - LOT
LOT Z
All
�
\ LQT 4 j LOT 3
S
VICINITY PLAN
NO SCi;LE --
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I
31 f
3i
PROJECT DATA
APPLICANT/ DEVELOPER
SURVEYOR
ENGINEER
TOTALAREA
NUMBER OF LOTS
J & J CONSTRUCTION
2509 Aberdeen Ave NE
Renton, WA 98056
(425) 255 -2362
CONTACT- JIM JACQUES
JAMES CRONES
JAMES E. HAYNES, P -E-
37234 22ND AVE SO
FEDERAL WAY, WA 98003
(206) 661 -6794
0,75 ACRES
4
AO%l *Am 240
A ww+
LOCATION DESCRIPTION A ?'m � "MW *1#45 4? Olvil
THE WEST 130' OF THE WEST
OF THE EAST % OF THE WEST %
SOUTHEAST Y. OF SECT 3-23 -5
F
JAMES E HAYNES PE
37234 22" AVENUE SOUT4
FEDERAL WAY, WA 98V03
(253) 661 -6794
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SCANNED MAR 3 0 2000 /-I 1 R - ac;ANNED SEP 13 2002
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SANITARY SEWER UTILITY - GENERAL NOTES
1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON AND THE
LATEST EDITION OF WSDOT /APWA STANDARDS AND SPECIFICATIONS.
2- THE HOURS OF WORK IN THE STREET RIGHT -OF -WAY SHALL BE
LIMITED TO 8:30 AM. TO 3.30 P.M. ON WEEKDAYS UNLESS OTHERWISE
APPROVED IN WRITING BY THE TRANSPORTATION DIVISION AT 277-
6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED
BY THE TRANSPORTATION DIVISION 24 HOURS IN ADVANCE, THE
POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE
NOTIFIED 24 HOURS IN ADVANCE.
13, ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD
SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION'
PREPARED BY WASHINGTON STATE CHAPTER AMERICAN PUBLIC
WORKS ASSOCIATION, LATEST EDITION (APWA) AND CITY OF RENTON
STANDARD SPECIFICATIONS.
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 AVOID DAMAGE OR
DISTURBANCE.
5. A PRECONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL
BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION- IT SHALL BE
THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY
PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE
ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT
SHALL BE THE CONT RAGTIOWS RESPONSIBILITY TO NOTIFY THE CITY
INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL
CONSTRUCTION.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS
AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF
WORKERS AND OTHERS ON THE CONSTRUCTION SITE.
7- IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN
STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY
CONSTRUCTION -
8. PLANS APPROVED BY THE CITY OF RENTON, DEVELOPMENT SERVICES
DIVISION, SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.
9. A COPY OF THESE APPROVED PLANS !'RUST BE ON THE JOB SITE
WHENEVER CONSTRUCTION IS IN PROGRESS.
10. THE CONTRACT OR 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 PROFESSIONAL ENGINEER OR
A LICENSED PROFESSIONAL SURVEYOR.
11. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN
LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM
DEPTH OF 8 INCHES, THOROUGHLY TAMPING EACH LAYER TO 95% OF
MAXIMUM DENSITY- THESE COMPACTED LAYERS MUST EXTEND FOR
ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF
THE TRENCH. MATERIALS TO COMPLETE THE BACKFILL OF THE PIPE
SHALL BE THE SAME AS DESCRIBED.
12. OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING
TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK
AND MECHANICALLY COMPACTED. CUTS INTO THE EXISTING ASPHALT
SHALL BE NEATLINE CUT WITH A SAW IN A CONTINUOUS LINE. A
TEMPORARY MIX PATCH MUST BE PLACED IMMEDIATELY AFTER
BACKFILL AND COMPACTION. A PERMANENT HOT MIX PATCH SHALL BE
PLACED WITHIN 10 DAYS AND SHALL BE PER CITY OF RENTON
CURRENT STANDARDS.
13. DATUM SHALL BE CITY OF RENTON, U.S -C. AND G.S.
14. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR
OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT
FOR THE PREVENTION OF ON -SITE EROSION AFTER THE COMPLETION
OF CONSTRUCTION.
15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY
PREPARED FOUNDATION IN ACCORDANCE WITH SECTION 7- 02.3(1) OF
THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE
NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE
FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPACTION
OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE
ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY
DENSE UNYIELDING BASE. PIPE BEDDING SHALL BE PEA GRAVEL 6"
ABOVE AND BELOW THE PIPE.
16. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER
GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50.
17. IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCH AND
MAXIMUM 18 INCH ABOVE FINISHED GRADE. IN PAVED AREA, COVER
MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING.
Wwp-27 -1832
fN
CUN�1 I (E MON W1
GRAS S PUNCH 0 IN CASE
CONCRETC NON. W/
BRASS PUNCH
IN CASE (EXST)
STA 2 +44.0
—EXST SAN SWR MH
D RIM EL 445.7
6, Q IF IN 439.8
cp w IF OUT 4396
411 COMPACTED DEPTH
CL B ASPHALT CONCRETE
I 6 COMPACTED DEPTH
10' Y
3�-I %Z CRUSHED ROCK
�� -- 4
I 27 n
--
COMPACT
j SUBGRADE 95
A ° w TYPICAL ROAD SECTION
NAB °35IS�W y N _ —EXST S PVC
NO SCALE
� 3z.0' SWR MN
-� i
P 4 3 T !_ OI EXST 20
I PAVED ACCESS
v
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�3
�0
i
I
I
i
1 \ o I y 1 22 LF +06.2 r 11 N 1 ,o
m� � \SJPVC -IE 439.8 '6 °� zG w zosl � a
o
N68° 55, IBN W I,X 2+ \
\ _'`,\ �1 26'ACCE5S EASEMENT
O 20' PAVED
STA 1 +54,2 \ t R25' v 4 \ I' 1 'SEE ROAD SECTION DETAIL
2 \ 1
MIN.,{ v`
_� - ��-
�� \ I 1 N_ T23'1 - S \ LEGAL. DESCRIPTION
6 " PVC SS 1 N THE ;LEST 130i iut THE
STA 1 +44.2 7 eoP
W [/?,OF THE E YZ ,
v� 1� OF THE W ! %Z OF THE SE %tl
6 rr.sy,/�,1'd,6 �6 GF SECT 3 -23 -5.
Eop
\ \
may\\ CIE 433 a �, X25'
v I +oo+ STA 1 +16.3 cp 1 13� \
I I 6'PVC \ 1 /£ 1 MIN J 1p \ \ Jzs le 0^0
SS _ _ �-) � 6`PVC SS \ p
f Q
a
n
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om
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EXST SAN SWR MIA 48"
D
v
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\ p a�lotZa2 JAMES E HAYNES PE_
S BUILT 37234 22 "D AVENUE SOUTH
A
-- -- FEDERAL WAY, WA 98003
(253) 661 -6794
/1 r^ 1 . - 20'5-, CD SCANNED MAR 3 0 2000 SCANNED SEP 13 2002
176 F R' 1: `_ o • ,
a 8
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i 84.73'
\ \\
200.75'
gS4
_u
EXST B��PVC 43 4\p 17 'p Fg
2 3V 363 0'e
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I
m
r- ::E
M
SWR MN Q
A
I
g
176 D
n
O
D
� \A A STA. 0 +00'
EXST SAN SWR MIA 48"
D
v
\ \ P Lei' / -// d0 _ 9 f
} Q
\ p a�lotZa2 JAMES E HAYNES PE_
S BUILT 37234 22 "D AVENUE SOUTH
A
-- -- FEDERAL WAY, WA 98003
(253) 661 -6794
/1 r^ 1 . - 20'5-, CD SCANNED MAR 3 0 2000 SCANNED SEP 13 2002
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WATER UTILITY - GENERAL NOTES
1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE
STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY
DEPARTMENT AND THE LATEST EDITION OF THE WSDOT /APWA
STANDARDS AND SPECIFICATIONS, AS APPROVED BY THE CITY OF
RENTON. 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 TRANSPORTATION DIVISION AT 277-
6222. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED
BY THE TRANSPORTATION DIVISION AT 277 -6222 24 HOURS IN
ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911
SHALL BE NOTIFIED 24 HOURS IN ADVANCE.
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 LOCATE CALL 48 HOURS LOCATORS, 1-
800 -424 -5555.
4. ALL WATER MAIN PIPE TO BE CEMENT LINED DUCTILE IRON PIPE
CONFORMING TO AW WA C110 AND C111 OR LATEST REVISION,
THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING
SHALL CONFORM TO AW WA C104 OR LATEST REVISION. PIPE JOINTS
TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C.
ALL DUCTILE IRON PIPE INSTALLED SOUTH OF SUNSET BLVD. (EMPIRE
WAY, SR 900) AND WEST OF SR 167 ( EAST VALLEY FREEWAY) OR IN
SOILS OF HIGH RESISTIVITY SHALL BE POLYETHYLENE WRAPPED PER
ANSI/AW WA C105 -77 STANDARDS,
5. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED,
PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH
ANSIIAW WA C110/A21.10-82. CEMENT LINING SHALL BE IN
ACCORDANCE WITH ANSI /AWWA C104/A21.4 -85. IF FITTINGS ARE 3
INCHES TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS,
THE FITTINGS SHALL BE IN ACCORDANCE WITH EITHER ANSI /AWWA
I C1 i0iA21.10 -82 0R ANSI /AWWA C153/A21.53 -84. 3 INCHES TO 12
INCHES DIAMETER FITTINGS WHICH HAVE MECHANICAL JOINTS
AND /OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH
ANSI /AW WA Cl 10/A21.10.82 OR A COMEMATION OF ANSI /AW WA
Cl 10/A21.10.82 AND ANSVAW WA C1531A21.53 -84 SUCH THAT THE
PORTION OF THE FITTING WITH A MECHANICAL JOINT(S), MAY BE IN
ACCORDANCE WITH ANSUAIVWA C153/A21.53 -84 AND THE PORTION OF
THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH
ANSI /AWWA Cl l0/A2i.10 -82_ ACCEPTANCE TESTING WITH SECTION
53.53 OF ANSI /AWWA C153IA21 -53-34 OR WITH SECTION 10-4.3 OF
ANSI /AWWA C110/A21.10 -82 SHALL BE OBTAINED BY THE CONTRACTOR
AND TRANSMITTED TO THE OWNER_
6. GATE VALVES SHALL CONFORM TO AW WA C500 AND SHALL BE IRON
BODY, BRONZED - MOUNTED, DOUBLE DISC WITH BRONZE WEDGING
DEVICE AND O -RING STUFFING BOX_ 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. ALL VALVES 12" IN DIAMETER AND LARGER, SHALL BE INSTALLED
IN A VAULT. SEE WATER STANDARD DETAIL FOR 12" GATE VAJ VE
ASSEMBLY VAULT AND 1" BYPASS INSTALLATION.
T FIRE HYDRANTS SHALL BE COREY TYPE (OPERATING WITH THE
PRESSURE) CONFORMING TO AWWA C- 504-80 WITH A 6 INCH INLET
AND A M.V.O. OF 5 INCHES, TWO 2 -112" HOSE NOZZLES WITH NATIONAL
STANDARD 7 INCH, 60 DEGREES V THREADS, O.D_ THREAD 4.875 AND
ROOT DIAMETER 4,6263,1-3/4 INCH PENTAGON OPERATING NUT
OPENED BY TURNING COUNTER CLOCKWISE (LEFT).
8. ALL WATER MAIN 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM
COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATER MAIN 12
INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW
FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS
ARE TO BE LOWERED TO CLEAR.
9. ALL WATER MAINS SIX (6) INCHES IN DIAMETER AND LARGER 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. "PIGS"
SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END.
THE CITY WILL ASSIST THE CONTRACTOR WHO WILL PERFORM THE
CLEANING OPERATION.
9A. ALL WATER MAINS 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.
9B. ALL WATER MAINS AND SERVICES SHALL BE DISINFECTED BY THE
INJECTION OF A 50 PPM (MINIMUM CONCENTRATION)
CHLORINEANATER 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 STANDARDS SPECIFICATIONS REFERENCED IN 1
ABOVE.
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10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY
CTR C -D -S
CONSTRUCTION. A MINIMUM OF 10 (TEN) WORKING DAYS NOTICE IS
EXST WTR MN'
12' DI
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REQUIRED FOR SCHEDULING_ PRIOR TO SCHEDULING THE PRECON A
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PERMIT SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S
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STARTING NEW CONSTRUCTION_
113" LT
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10. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY
CONSTRUCTION. A MINIMUM OF 10 (TEN) WORKING DAYS NOTICE IS
REQUIRED FOR SCHEDULING_ PRIOR TO SCHEDULING THE PRECON A
PERMIT SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S
OFFICE. TWENTY FOUR HOURS NOTICE WILL BE REQUIRED PRIOR TO
STARTING NEW CONSTRUCTION_
11. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL
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NECESSARY PERMITS PRIOR T O STARTING CONSTRUCTION.
12. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND
-4
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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.
13. ALL CONNECTION TO EXI TING MAINS TO BE ACCOMPLISHED BY THE
CITY OF RENTON. EXCEPT WET TAPS WHICH MAY BE MADE BY
APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM
BUILT
THE WATER UTILITY SECTION_ ALL NECESSARY EXCAVATION AND
JAMES E HAYNES PE
3723422 ND AVENUE SOUTH
MATERIALS TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE
PRIOR TO CITY NOTIFICATIONS.
FEDERAL WAY, WA 98003
14. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE
CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY
(253) 661 -6794
TO NOTIFY THE CITY INSPECTOR 24 HOURS IN ADVANCE OF
BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR AS WELL AS
THE ENGINEERS SHALL KEEP AS -BUILT DRAWINGS,
15. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF
ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL
TIE-IN -
II& ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC_)
SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING
S
COMPANY OF COLUMBUS OHIO OR EQUAL APPROVED IN WRITING BY
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THE WATER UTILITY SECTION-
17 ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A
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MINIMUM DEPTH OF TWO INCHES. OIL MAT STREETS MAY BE SPADE
CUT_ ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURBS,
GUTTERS, AND DRIVEWAYS APPROACHES SHALL BE SAWCUT 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
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DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO
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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
WRI i EN APPROVAL OF THE INSPECTOR_
19. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE
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SHALL BE SCHEDULE 401N UNIMPROVED AREAS AND SCHEDULE 80
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UNDER I;APROVED AREAS. ALL CHEMICAL LINES SHALL BE SCHEDULE
80 PVC PIPE.
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FEDERAL WAY, WA 98003
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JAMES E HAYNES PE
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FEDERAL WAY, WA 98003
(253) 661 -6794
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